1. ‫ﺍﳋﺮﺳﺎﻧﻴﺔ‬ ‫ﺍﳌﻨﺸﺂﺕ‬ ‫ﻭﺗﻨﻔﻴﺬ‬ ‫ﻟﺘﺼﻤﻴﻢ‬ ‫ﺍﳌﺼﺮﻯ‬ ‫ﺍﻟﻜﻮﺩ‬٦٢٠٠‫ﺍﻟﻌﺎﺷﺮ‬ ‫ﺍﻟﺒﺎﺏ‬
١٠-١
‫ﺍﻟﻌﺎﺸﺭ‬ ‫ﺍﻟﺒﺎﺏ‬
‫ﺍﻹﺠﻬــﺎﺩ‬ ‫ﺴﺎﺒﻘـﺔ‬ ‫ﺍﻟﺨﺭﺴـﺎﻨﺔ‬
١٠-١‫ﻋـــﺎﻡ‬
١٠-١-١‫ﺒﻬـﺫﺍ‬ ‫ﺍﻟﻭﺍﺭﺩﺓ‬ ‫ﻟﻼﺸﺘﺭﺍﻁـﺎﺕ‬ ‫ﻁﺒﻘــﺎ‬ ‫ﺍﻹﺠﻬـﺎﺩ‬ ‫ﺴﺎﺒﻘﺔ‬ ‫ﺍﻟﺨﺭﺴﺎﻨﻴﺔ‬ ‫ﺍﻟﻌﻨﺎﺼـﺭ‬ ‫ﹸﺼﻤﻡ‬‫ﺘ‬
‫ﺍﻟﺒﺎﺏ‬.
١٠-١-٢‫ﺫﺍﺕ‬ ‫ﺇﻤﺎ‬ ‫ﺍﻟﺨﺭﺴﺎﻨﺔ‬ ‫ﺘﻜﻭﻥ‬ ‫ﻗﺩ‬ ‫ﺤﻴﺙ‬ ‫ﻟﻠﺨﺭﺴﺎﻨﺔ‬ ‫ﺍﻹﺠﻬﺎﺩ‬ ‫ﻟﺴﺒﻕ‬ ‫ﺍﻷﻨﻅﻤﺔ‬ ‫ﻤﻥ‬ ‫ﺍﻟﻌﺩﻴﺩ‬ ‫ﺴﺘﺨﺩﻡ‬‫ﻴ‬
‫ﻤﺴﺒﻕ‬ ‫ﺸﺩ‬(Pre-tensioned)‫ﺃﻭ‬‫ﻻﺤﻕ‬ ‫ﺸﺩ‬ ‫ﺫﺍﺕ‬(Post-tensioned)‫ﻴﻜـﻭﻥ‬ ‫ﻭﻗﺩ‬
‫ﺫ‬ ‫ﺍﻟﻼﺤﻕ‬ ‫ﺍﻟﺸﺩ‬‫ﺍ‬‫ﻤﺘﻤﺎﺴﻜﺔ‬ ‫ﻜﺎﺒﻼﺕ‬(Bonded prestressing tendons)‫ﻜﺎﺒﻼﺕ‬ ‫ﺃﻭ‬
‫ﻤﺘﻤﺎﺴﻜﺔ‬ ‫ﻏﻴﺭ‬(Unbonded prestressing tendons)‫ﺍﻟﺸﺩ‬ ‫ﺫﺍﺕ‬ ‫ﺍﻟﻜﺎﺒﻼﺕ‬ ‫ﻭﺘﻜﻭﻥ‬
‫ﺩﺍﺨﻠﻴـﺔ‬ ‫ﺇﻤـﺎ‬ ‫ﺍﻟﻤﺘﻤﺎﺴﻙ‬ ‫ﻏﻴﺭ‬(Internal tendons)‫ﺨﺎﺭﺠﻴـﺔ‬ ‫ﺃﻭ‬(External
tendons)‫ﻭﻴ‬‫ﺍﻟﺩﺍﺌﺭﻯ‬ ‫ﺍﻹﺠﻬﺎﺩ‬ ‫ﺴﺒﻕ‬ ‫ﺴﺘﺨﺩﻡ‬(Circular prestressing)‫ﻟﻠﻌﻨﺎﺼﺭ‬
‫ﺃﻭ‬ ‫ﺍﻟﻤﺴﺘﺩﻴﺭﺓ‬‫ﺍﻷ‬‫ﺴﻁﻭﺍﻨﻴﺔ‬.‫ﺴـﺒﻕ‬ ‫ﻴﻜـﻭﻥ‬ ‫ﺃﻥ‬ ‫ﺇﻤـﺎ‬ ‫ﺍﻟـﺴﺎﺒﻘﺔ‬ ‫ﺍﻟﺤـﺎﻻﺕ‬ ‫ﺠﻤﻴـﻊ‬ ‫ﻭﻓﻰ‬
‫ـﺎﻤﻼ‬‫ﻜـ‬ ‫ــﻬﺎﺩ‬‫ﺍﻹﺠــــ‬(Full prestressing)‫ـﺎ‬‫ﺠﺯﺌﻴـ‬ ‫ﺃﻭ‬(Partial
prestressing).
١٠-١-٣‫ﺍﻹﺠﻬﺎﺩ‬ ‫ﺴﺎﺒﻘﺔ‬ ‫ﺍﻟﻌﻨﺎﺼﺭ‬ ‫ﹸﺼﻤﻡ‬‫ﺘ‬‫ﻟﻜﻰ‬‫ﻭ‬ ‫ﺍﻷﺤﻤـﺎل‬ ‫ﺘﻘﺎﻭﻡ‬‫ﻋﻠﻴﻬــﺎ‬ ‫ﺍﻟﻭﺍﻗﻌــﺔ‬ ‫ﺍﻷﻓﻌﺎل‬
‫ﻓـﻰ‬ ‫ﺍﻟﺘﺸﻐﻴل‬ ‫ﺤﺩﻭﺩ‬ ‫ﺤﺎﻻﺕ‬ ‫ﻭﻤﺘﻁﻠﺒﺎﺕ‬ ‫ﺍﻟﻘﺼﻭﻯ‬ ‫ﺍﻟﻤﻘﺎﻭﻤﺔ‬ ‫ﺤﺩ‬ ‫ﺤﺎﻟﺔ‬ ‫ﻟﻤﺘﻁﻠﺒﺎﺕ‬ ‫ﻭﻁﺒﻘـﺎ‬
‫ﺍﻹﺠﻬﺎﺩ‬ ‫ﻨﻘل‬ ‫ﻤﻥ‬ ‫ﹰ‬‫ﺍ‬‫ﺒﺩﺀ‬ ‫ﺍﻟﺘﺤﻤﻴل‬ ‫ﻤﺭﺍﺤل‬ ‫ﺠﻤﻴﻊ‬‫ﺇ‬‫ﺍﻟﺘﺤﻤﻴل‬ ‫ﺒﺤﺎﻻﺕ‬ ‫ﹰ‬‫ﺍ‬‫ﻭﻤﺭﻭﺭ‬ ‫ﺍﻟﺨﺭﺴﺎﻨﺔ‬ ‫ﻟﻰ‬
‫ﺍﻟﻤﻨﺸﺄ‬ ‫ﻋﻤﺭ‬ ‫ﺃﺜﻨﺎﺀ‬ ‫ﺍﻟﻤﺨﺘﻠﻔﺔ‬.
١٠-١-٤‫ﺍﻻﻋﺘﺒﺎ‬ ‫ﻓﻰ‬ ‫ﺍﻷﺨﺫ‬ ‫ﻤﻊ‬ ‫ﺍﻹﺠﻬﺎﺩ‬ ‫ﺴﺎﺒﻘﺔ‬ ‫ﺍﻟﻌﻨﺎﺼﺭ‬ ‫ﹸﺼﻤﻡ‬‫ﺘ‬‫ﺍﻹﻨـﺸﺎﺌﻴﺔ‬ ‫ﺍﻟﻌﻨﺎﺼـﺭ‬ ‫ﺘـﺄﺜﻴﺭ‬ ‫ﺭ‬
‫ﺘﻐﻴﺭ‬ ‫ﺃﻭ‬ ‫ﺘﺭﺨﻴﻡ‬ ‫ﺃﻯ‬ ‫ﻭﻜﺫﻟﻙ‬ ‫ﻤﺭﻨﺔ‬ ‫ﻏﻴﺭ‬ ‫ﺃﻭ‬ ‫ﻤﺭﻨﺔ‬ ‫ﺘﺸﻭﻫﺎﺕ‬ ‫ﻤﻥ‬ ‫ﻭﻤﺎﺘﺤﺩﺜﻪ‬ ‫ﻟﻬﺎ‬ ‫ﺍﻟﻤﻼﺼﻘﺔ‬
‫ﺍﻹ‬ ‫ﺴﺒﻕ‬ ‫ﻋﻥ‬ ‫ﺍﻟﻨﺎﺘـﺠﺔ‬ ‫ﺍﻷﺤﻤﺎل‬ ‫ﺃﻭ‬ ‫ﺍﻟﻁﻭل‬ ‫ﻓﻰ‬‫ﺠﻬــﺎﺩ‬.‫ﺍﻻﻋﺘﺒــﺎﺭ‬ ‫ﻓـﻰ‬ ‫ﻭﻴﺅﺨـﺫ‬
‫ﻭﺍﻻﻨﻜﻤﺎﺵ‬ ‫ﺍﻟﺤﺭﺍﺭﺓ‬ ‫ﺩﺭﺠﺎﺕ‬ ‫ﻓﻰ‬ ‫ﺍﻟﺘﻐﻴﺭ‬ ‫ﻤﻥ‬ ‫ﻜل‬ ‫ﺘﺄﺜﻴﺭ‬ ‫ﹰ‬‫ﺎ‬‫ﺃﻴﻀـ‬.
١٠-١-٥‫ﻤﻥ‬ ‫ﺍﻟﺘﺤﻘﻕ‬ ‫ﺍﻟﺘﺼﻤﻴﻡ‬ ‫ﻓﻰ‬ ‫ﺭﺍﻋﻰ‬‫ﻴ‬‫ﺃﻭ‬ ‫ﺍﻹﺠﻬـﺎﺩ‬ ‫ﺴﺎﺒﻘﺔ‬ ‫ﺍﻟﻌﻨﺎﺼﺭ‬ ‫ﻓﻰ‬ ‫ﺇﻨﺒﻌﺎﺝ‬ ‫ﺤﺩﻭﺙ‬ ‫ﻋﺩﻡ‬
‫ﻭﺍﻟﺸﻔﺔ‬ ‫ﺍﻟﺠﺫﻉ‬ ‫ﻤﺜل‬ ‫ﻤﻨﻬﺎ‬ ‫ﺃﺠﺯﺍﺀ‬ ‫ﻓﻰ‬.
١٠-١-٦‫ﺍﻟﻘﻁﺎﻉ‬ ‫ﻤﺴﺎﺤﺔ‬ ‫ﻓﻰ‬ ‫ﺍﻟﻨﻘﺹ‬ ‫ﺍﻻﻋﺘﺒﺎﺭ‬ ‫ﻓﻰ‬ ‫ﺍﻷﺨﺫ‬ ‫ﻤﻊ‬ ‫ﺍﻟﺨﺭﺴﺎﻨﻰ‬ ‫ﺍﻟﻘﻁﺎﻉ‬ ‫ﺨﻭﺍﺹ‬ ‫ﹸﺤﺴﺏ‬‫ﺘ‬
‫ﺍﻹﺠﻬﺎﺩ‬ ‫ﺴﺒﻕ‬ ‫ﻓﻰ‬ ‫ﺍﻟﻤﺴﺘﺨﺩﻡ‬ ‫ﺍﻟﺘﺴﻠﻴﺢ‬ ‫ﺒﺼﻠﺏ‬ ‫ﺍﻟﺨﺎﺼﺔ‬ ‫ﺍﻷﺠﺭﺒﺔ‬ ‫ﻭﺠﻭﺩ‬ ‫ﻨﺘﻴﺠﺔ‬.

2. ‫ﺍﳋﺮﺳﺎﻧﻴﺔ‬ ‫ﺍﳌﻨﺸﺂﺕ‬ ‫ﻭﺗﻨﻔﻴﺬ‬ ‫ﻟﺘﺼﻤﻴﻢ‬ ‫ﺍﳌﺼﺮﻯ‬ ‫ﺍﻟﻜﻮﺩ‬٦٢٠٠‫ﺍﻟﻌﺎﺷﺮ‬ ‫ﺍﻟﺒﺎﺏ‬
١٠-٢
١٠-١-٧‫ﺍﻟﺒﻨﺩ‬ ‫ﺇﻟﻰ‬ ‫ﺭﺠﻊ‬‫ﻴ‬)١-١‫ﺍﻟ‬ ‫ﻤﺠﺎل‬‫ﻜﻭﺩ‬(‫ﻋﻠﻴﻬﺎ‬ ‫ﻴﻁﺒﻕ‬ ‫ﺃﻥ‬ ‫ﻴﻤﻜﻥ‬ ‫ﺍﻟﺘﻰ‬ ‫ﺍﻟﻤﻨﺸﺂﺕ‬ ‫ﺒﺨﺼﻭﺹ‬
‫ﺍﻟﻜﻭﺩ‬ ‫ﻤﻥ‬ ‫ﺍﻟﺒﺎﺏ‬ ‫ﻫﺫﺍ‬.
١٠-٢‫ﺍﻹﺠﻬﺎﺩ‬ ‫ﺴﺎﺒﻘﺔ‬ ‫ﺍﻟﺨﺭﺴﺎﻨﺔ‬ ‫ﻤﻭﺍﺩ‬
١٠-٢-١‫ﺍﻟﺨــﺭﺴــﺎﻨــﺔ‬
١٠-٢-١-١‫ﻋـــــﺎﻡ‬
‫ﺍﻟﻘﻁﺎﻉ‬ ‫ﺘﺠﻌل‬ ‫ﻭﺍﻟﺘﻰ‬ ‫ﻋﺎﻟﻴــﺔ‬ ‫ﻀﻐﻁ‬ ‫ﺒﻤﻘﺎﻭﻤـﺔ‬ ‫ﺍﻹﺠﻬﺎﺩ‬ ‫ﺴﺎﺒﻘــﺔ‬ ‫ﺍﻟﻤﻨﺸﺂﺕ‬ ‫ﺨﺭﺴﺎﻨﺔ‬ ‫ﺘﺘﻤﻴﺯ‬
‫ﺍﻟﺤﺠﻤ‬ ‫ﺍﻟﺘﻐﻴﺭﺍﺕ‬ ‫ﻟﺤﺩﻭﺙ‬ ‫ﻋﺭﻀﺔ‬ ‫ﺃﻗل‬ ‫ﺍﻟﺨﺭﺴﺎﻨﻰ‬‫ﺍﻹ‬ ‫ﻓﻭﺍﻗﺩ‬ ‫ﺘﻘل‬ ‫ﻭﺒﺎﻟﺘﺎﻟﻰ‬ ‫ﻭﺯﺤﻑ‬ ‫ﺍﻨﻜﻤﺎﺵ‬ ‫ﻤﻥ‬ ‫ﻴﺔ‬‫ﺠﻬﺎﺩ‬
‫ﺍﻟﻤﺠﻬﺩ‬ ‫ﺍﻟﺼﻠﺏ‬ ‫ﻓﻰ‬.‫ﺍﻟﻌـﻀﻭﺍﻟﺫﻯ‬ ‫ﻭﺯﻥ‬ ‫ﺒﺘﺨﻔﻴﺽ‬ ‫ﻴﺴﻤﺢ‬ ‫ﺍﻟﻌﺎﻟﻴﺔ‬ ‫ﺍﻟﻤﻘﺎﻭﻤﺔ‬ ‫ﺫﺍﺕ‬ ‫ﺍﻟﺨﺭﺴﺎﻨﺔ‬ ‫ﻭﺍﺴﺘﺨﺩﺍﻡ‬
‫ﺤﺎﻻﺕ‬ ‫ﻤﺘﻁﻠﺒﺎﺕ‬ ‫ﺍﺴﺘﻴﻔﺎﺀ‬ ‫ﺇﻟﻰ‬ ‫ﺒﺎﻹﻀﺎﻓﺔ‬ ‫ﺍﻟﺘﺼﻤﻴﻤﻰ‬ ‫ﺍﻟﺤﻤل‬ ‫ﻤﻥ‬ ‫ﻋﺎﻟﻴﺔ‬ ‫ﻨﺴﺒﺔ‬ ‫ﺍﻟﺤﺎﻻﺕ‬ ‫ﺃﻏﻠﺏ‬ ‫ﻓﻰ‬ ‫ﻴﻤﺜل‬
‫ﺍﻟﺤﺩﻭﺩ‬.
١٠-٢-١-٢‫ﺴ‬ ‫ﺍﻟﺨﺭﺴــﺎﻨـﺔ‬ ‫ﻤﻜﻭﻨﺎﺕ‬ ‫ﺨﻭﺍﺹ‬‫ﺍﻹﺠﻬﺎﺩ‬ ‫ﺎﺒﻘﺔ‬
‫ﻟﻠﺒﻨـﺩ‬ ‫ﻴﺭﺠﻊ‬ ‫ﺍﻹﺠﻬﺎﺩ‬ ‫ﺴﺎﺒﻘﺔ‬ ‫ﻟﻠﺨﺭﺴﺎﻨﺔ‬ ‫ﺍﻟﻤﻜﻭﻨﺔ‬ ‫ﺍﻟﻤﻭﺍﺩ‬ ‫ﻓﻰ‬ ‫ﺘﻭﺍﻓﺭﻫﺎ‬ ‫ﺍﻟﻭﺍﺠﺏ‬ ‫ﺍﻟﺨﻭﺍﺹ‬ ‫ﻟﺘﺤﺩﻴﺩ‬
)٢-٢(‫ﺍﻟﻜﻭﺩ‬ ‫ﻤﻥ‬ ‫ﺍﻟﺜﺎﻨﻰ‬ ‫ﺍﻟﺒﺎﺏ‬ ‫ﻓﻲ‬.
١٠-٢-١-٣‫ﺍﻟﺨـﺭﺴـﺎﻨﺔ‬ ‫ﺭﺘﺒﺔ‬
‫ﻴﺠـﺏ‬ ‫ﺍﻟﺘﻰ‬ ‫ﺍﻟﺸﺭﻭﻁ‬ ‫ﻭﺘﺤﺩﻴﺩ‬ ‫ﺘﻌﺭﻴﻔﻬﺎ‬ ‫ﺘﻡ‬ ‫ﻭﺍﻟﺘﻰ‬ ‫ﺍﻟﻤﻤﻴﺯﺓ‬ ‫ﺍﻟﻀﻐﻁ‬ ‫ﻤﻘﺎﻭﻤﺔ‬ ‫ﻫﻰ‬ ‫ﺍﻟﺨﺭﺴﺎﻨﺔ‬ ‫ﺭﺘﺒﺔ‬
‫ﺒﺎﻟﺒﻨﺩ‬ ‫ﺘﺤﻘﻘﻬﺎ‬ ‫ﺃﻥ‬)٢-٣-٢-١(‫ﺘﻘل‬ ‫ﺍﻟﺘﻰ‬ ‫ﺍﻻﺨﺘﺒﺎﺭﺍﺕ‬ ‫ﻨﺘﺎﺌﺞ‬ ‫ﻋﺩﺩ‬ ‫ﺘﺯﻴﺩ‬ ‫ﺃﻻ‬ ‫ﻴﺠﺏ‬ ‫ﺫﻟﻙ‬ ‫ﺇﻟﻰ‬ ‫ﺒﺎﻹﻀﺎﻓﺔ‬
‫ﺒﻘﻴﻤﺔ‬ ‫ﺍﻟﻤﻤﻴﺯﺓ‬ ‫ﺍﻟﻀﻐﻁ‬ ‫ﻤﻘﺎﻭﻤﺔ‬ ‫ﻋﻥ‬‫ﻗﺼﻭﻯ‬‫ﻤﻘﺩﺍﺭﻫﺎ‬٤‫ﻥ‬/‫ﻤﻡ‬٢
‫ﻋﻠﻰ‬١. %
‫ﺭﻗﻡ‬ ‫ﺠﺩﻭل‬ ‫ﻭﻴﻭﻀﺢ‬)٢-٥(‫ﺍﻹﺠﻬﺎﺩ‬ ‫ﺴﺎﺒﻘﺔ‬ ‫ﺍﻟﺨﺭﺴﺎﻨﺔ‬ ‫ﻓﻲ‬ ‫ﺍﻟﻤﺴﺘﺨﺩﻤﺔ‬ ‫ﺍﻟﺨﺭﺴﺎﻨﺔ‬ ‫ﺭﺘﺏ‬.
١٠-٢-١-٤‫ﻗ‬ ‫ﻨﻘل‬ ‫ﻋﻤﺭ‬ ‫ﻋﻨﺩ‬ ‫ﺍﻟﻘﻴﺎﺴﻰ‬ ‫ﺍﻟﺨﺭﺴﺎﻨﻰ‬ ‫ﺍﻟﻤﻜﻌﺏ‬ ‫ﻀﻐﻁ‬ ‫ﻤﻘﺎﻭﻤﺔ‬‫ﺍﻹﺠﻬﺎﺩ‬ ‫ﺴﺒﻕ‬ ‫ﻭﺓ‬
‫ﻋﻥ‬ ‫ﺍﻹﺠﻬﺎﺩ‬ ‫ﺴﺒﻕ‬ ‫ﻗﻭﺓ‬ ‫ﻨﻘل‬ ‫ﻋﻤﺭ‬ ‫ﻋﻨﺩ‬ ‫ﺍﻟﻘﻴﺎﺴﻰ‬ ‫ﺍﻟﺨﺭﺴﺎﻨﻰ‬ ‫ﺍﻟﻤﻜﻌﺏ‬ ‫ﻀﻐﻁ‬ ‫ﻤﻘﺎﻭﻤﺔ‬ ‫ﺘﻘل‬ ‫ﺃﻻ‬ ‫ﻴﺠﺏ‬
‫ﺒﺠﺩﻭل‬ ‫ﺍﻟﻤﺤﺩﺩﺓ‬ ‫ﺍﻟﻘﻴﻡ‬)١٠-١.(

3. ‫ﺍﳋﺮﺳﺎﻧﻴﺔ‬ ‫ﺍﳌﻨﺸﺂﺕ‬ ‫ﻭﺗﻨﻔﻴﺬ‬ ‫ﻟﺘﺼﻤﻴﻢ‬ ‫ﺍﳌﺼﺮﻯ‬ ‫ﺍﻟﻜﻮﺩ‬٦٢٠٠‫ﺍﻟﻌﺎﺷﺮ‬ ‫ﺍﻟﺒﺎﺏ‬
١٠-٣
‫ﺠﺩﻭل‬)١٠-١(‫ﺍﻹﺠﻬﺎﺩ‬ ‫ﺴﺒﻕ‬ ‫ﺼﻠﺏ‬ ‫ﺨﻭﺍﺹ‬
‫ﺍﻟﺼﻠﺏ‬ ‫ﻨﻭﻉ‬‫ﺇﺠﻬﺎﺩ‬‫ﺍﻟﻀﻤﺎﻥ‬
‫ﻟﻼﺴﺘﻁﺎﻟﺔ‬ ‫ﺍﻟﻤﺌﻭﻴﺔ‬ ‫ﺍﻟﻨﺴﺒﺔ‬
‫ﺍﻟﻜﺴﺭ‬ ‫ﻋﻨﺩ‬
‫ﺠﺩﺍﺌل‬Strands
‫ـﻥ‬‫ـ‬‫ﻋ‬ ‫ـل‬‫ـ‬‫ﻴﻘ‬ ‫ﻻ‬٨٥%‫ـﻥ‬‫ـ‬‫ﻤ‬
‫ﻤﻘﺎﻭﻤﺔ‬‫ﺍﻟﺸﺩ‬
‫ﻋﻥ‬ ‫ﺘﻘل‬ ‫ﻻ‬٣,٥%‫ﻁﻭل‬ ‫ﻤﻥ‬
‫ﻴﺴﺎﻭﻯ‬ ‫ﻗﻴﺎﺱ‬٦١٠‫ﻤﻡ‬
‫ﺃﺴﻼﻙ‬Wires
‫ـﻥ‬‫ـ‬‫ﻋ‬ ‫ـل‬‫ـ‬‫ﻴﻘ‬ ‫ﻻ‬٨٥%‫ـﻥ‬‫ـ‬‫ﻤ‬
‫ﺍﻟﺸﺩ‬ ‫ﻤﻘﺎﻭﻤﺔ‬
‫ﻋﻥ‬ ‫ﺘﻘل‬ ‫ﻻ‬٤%‫ﻁـﻭل‬ ‫ﻤﻥ‬
‫ﻴﺴﺎﻭﻯ‬ ‫ﻗﻴﺎﺱ‬٢٥٠‫ﻤﻡ‬
‫ﻤﻠﺴﺎﺀ‬ ‫ﺃﺴﻴﺎﺥ‬Smooth bars
‫ـﻥ‬‫ـ‬‫ﻋ‬ ‫ـل‬‫ـ‬‫ﻴﻘ‬ ‫ﻻ‬٨٥%‫ـﻥ‬‫ـ‬‫ﻤ‬
‫ﺍﻟﺸﺩ‬ ‫ﻤﻘﺎﻭﻤﺔ‬
‫ﻨﺘﺅﺍﺕ‬ ‫ﺫﺍﺕ‬ ‫ﺃﺴﻴﺎﺥ‬Deformed
bars
‫ـﻥ‬‫ـ‬‫ﻋ‬ ‫ـل‬‫ـ‬‫ﻴﻘ‬ ‫ﻻ‬٨٠%‫ـﻥ‬‫ـ‬‫ﻤ‬
‫ﺍﻟﺸﺩ‬ ‫ﻤﻘﺎﻭﻤﺔ‬
‫ﻋﻥ‬ ‫ﺘﻘل‬ ‫ﻻ‬٤%‫ﻁﻭل‬ ‫ﻤﻥ‬
‫ﻴﺴﺎﻭﻯ‬ ‫ﻗﻴﺎﺱ‬٢٠‫ﻗﻁﺭ‬ ‫ﻤﺭﺓ‬
‫ﺍﻟﺴﻴﺦ‬
١٠-٢-٢‫ﺍﻟﺘﺴﻠﻴـﺢ‬ ‫ﺼﻠـﺏ‬
‫ﻓﻰ‬ ‫ﺴﺘﺨﺩﻡ‬‫ﻴ‬‫ﺘﺴﻠﻴﺢ‬‫ﻤﺨﺘﻠﻔﺔ‬ ‫ﺒﺄﺸﻜﺎل‬ ‫ﺍﻟﺼﻠﺏ‬ ‫ﻤﻥ‬ ‫ﺃﻨﻭﺍﻉ‬ ‫ﻋﺩﺓ‬ ‫ﺍﻹﺠﻬﺎﺩ‬ ‫ﺴﺎﺒﻘﺔ‬ ‫ﺍﻟﺨﺭﺴﺎﻨﺔ‬ ‫ﻤﻨﺸﺂﺕ‬،
‫ﻴﺼﻨﻑ‬ ‫ﺍﻟﺘﻰ‬ ‫ﺍﻟﻤﻭﺍﺼﻔﺔ‬ ‫ﺍﺸﺘﺭﺍﻁﺎﺕ‬ ‫ﺠﻤﻴﻊ‬ ‫ﻴﺤﻘﻕ‬ ‫ﺃﻥ‬ ‫ﻴﺠﺏ‬ ‫ﺍﻟﺼﻠﺏ‬ ‫ﻤﻥ‬ ‫ﻤﻌﻴﻥ‬ ‫ﻨﻭﻉ‬ ‫ﺍﺴﺘﺨﺩﺍﻡ‬ ‫ﺤﺎﻟﺔ‬ ‫ﻭﻓﻰ‬
‫ﺃﺴﺎﺴﻬﺎ‬ ‫ﻋﻠﻰ‬‫؛‬‫ﺍﻟﺼ‬ ‫ﻋﻠﻰ‬ ‫ﺍﻟﺤﻜﻡ‬ ‫ﻭﻴﺘﻡ‬‫ﺨﻼل‬ ‫ﻤﻥ‬ ‫ﻠﺏ‬‫ﺇ‬‫ﻤﻌﺘﻤﺩ‬ ‫ﻤﻌﻤل‬ ‫ﻓﻰ‬ ‫ﺍﻟﻤﻁﻠﻭﺒﺔ‬ ‫ﺍﻻﺨﺘﺒﺎﺭﺍﺕ‬ ‫ﺠﺭﺍﺀ‬.
١٠-٢-٢-١‫ﺍﻹﺠﻬﺎﺩ‬ ‫ﺴﺒﻕ‬ ‫ﺼﻠﺏ‬Prestressing Steel Tendons
‫ﺃﺴﻼﻙ‬ ‫ﻤﻨﻬﺎ‬ ‫ﺍﻟﻌﺎﻟﻤﻴﺔ‬ ‫ﺍﻟﺴﻭﻕ‬ ‫ﻓﻰ‬ ‫ﻤﻌﺘﻤﺩﻩ‬ ‫ﺒﺄﺸﻜﺎل‬ ‫ﺍﻟﻤﻘﺎﻭﻤﺔ‬ ‫ﻋﺎﻟﻰ‬ ‫ﺼﻠﺏ‬ ‫ﻤﻥ‬ ‫ﺍﻟﺼﻠﺏ‬ ‫ﻫﺫﺍ‬ ‫ﻨﺘﺞ‬‫ﻴ‬‫ﻭ‬
‫ﺍﻟﻤﻘﺎﻭﻤﺔ‬ ‫ﻋﺎﻟﻴﻪ‬ ‫ﺍﻟﺼﻠﺏ‬)‫ﺍﻟﺒﺎﺭﺩ‬ ‫ﻋﻠﻰ‬ ‫ﺒﺎﻟﺴﺤﺏ‬ ‫ﻨﺘﺠﺔ‬‫ﻤ‬(‫ﻭﺃﺴـﻴﺎﺥ‬ ‫ﺍﻟﻤﻘﺎﻭﻤـﺔ‬ ‫ﻋـﺎﻟﻰ‬ ‫ﺍﻟﺼﻠﺏ‬ ‫ﻭﺠﺩﺍﺌل‬
‫ﺍﻟﻤﻘﺎﻭﻤﺔ‬ ‫ﻋﺎﻟﻴﺔ‬ ‫ﺍﻟﺼﻠﺏ‬.‫ﺍﻟﻤﺠﻤﻭﻋﺔ‬ ‫ﻋﻠﻰ‬ ‫ﻴﻁﻠﻕ‬ ‫ﻭﺍﺤﺩ‬ ‫ﻤﺴﺎﺭ‬ ‫ﻓﻰ‬ ‫ﺠﺩﺍﺌل‬ ‫ﺃﻭ‬ ‫ﺃﺴﻼﻙ‬ ‫ﻋﺩﺓ‬ ‫ﺘﺠﻤﻴﻊ‬ ‫ﻭﻋﻨﺩ‬
‫ﺤﺯﻤﺔ‬)‫ﻜﺎﺒل‬ ‫ﺃﻭ‬.(
١٠-٢-٢-٢‫ﺍﻹﺠﻬﺎﺩ‬ ‫ﺴﺒﻕ‬ ‫ﻟﺼﻠﺏ‬ ‫ﺍﻟﻤﻴﻜﺎﻨﻴﻜﻴﺔ‬ ‫ﺍﻟﺨﻭﺍﺹ‬
‫ﺇﺠﻬﺎﺩ‬ ‫ﻭ‬ ‫ﺍﻟﺸﺩ‬ ‫ﻜﻤﻘﺎﻭﻤﺔ‬ ‫ﻟﻠﺼﻠﺏ‬ ‫ﺍﻟﻤﻴﻜﺎﻨﻴﻜﻴﺔ‬ ‫ﺍﻟﺨﻭﺍﺹ‬ ‫ﻤﻥ‬ ‫ﺍﻟﺘﺄﻜﺩ‬ ‫ﻴﺠﺏ‬‫ﺍﻟـﻀﻤﺎﻥ‬‫ﻭﺍﻟﻨـﺴﺒ‬‫ﺔ‬
‫ﻟﻼ‬ ‫ﺍﻟﻤﺌﻭﻴﺔ‬‫ﻭ‬ ‫ﺍﻟﻤﺭﻭﻨﺔ‬ ‫ﻭﻤﻌﺎﻴﺭ‬ ‫ﺴﺘﻁﺎﻟﺔ‬‫ﺍ‬‫ﺍﻟﻘﻴﺎﺴﻴﺔ‬ ‫ﺍﻟﻤﻭﺍﺼﻔﺎﺕ‬ ‫ﻟﺤﺩﻭﺩ‬ ‫ﺴﺘﻴﻔﺎﺌﻬﺎ‬.‫ﺠــﺩﻭل‬ ‫ﻴﻭﻀـﺢ‬ ‫ﻭ‬
)١٠-١(‫ﺇﺠﻬﺎﺩ‬ ‫ﻴﺤﻘﻘﻬﺎ‬ ‫ﺃﻥ‬ ‫ﻴﺠﺏ‬ ‫ﺍﻟﺘﻰ‬ ‫ﺍﻟﺩﻨﻴﺎ‬ ‫ﺍﻟﺤﺩﻭﺩ‬‫ﺍﻟﻀﻤﺎﻥ‬‫ﻟﻺﺴﺘﻁﺎﻟﺔ‬ ‫ﺍﻟﻤﺌﻭﻴﺔ‬ ‫ﻭﺍﻟﻨﺴﺒﺔ‬.
‫ﺍﻟﻤﻠﺤﻕ‬ ‫ﻭﻴﺤﺘﻭﻯ‬)٣(‫ﺍﻟﻜﻭﺩ‬ ‫ﻟﻬﺫﺍ‬‫ﺴـﺒﻕ‬ ‫ﻟـﺼﻠﺏ‬ ‫ﺍﻟﻤﻴﻜﺎﻨﻴﻜﻴـﺔ‬ ‫ﻟﻠﺨﻭﺍﺹ‬ ‫ﺍﺴﺘﺭﺸﺎﺩﻴﺔ‬ ‫ﻗﻴﻡ‬ ‫ﻋﻠﻰ‬
‫ﺍﻹ‬‫ﺒﻌﺽ‬ ‫ﻓﻰ‬ ‫ﺠﻬﺎﺩ‬‫ﺍﻟﻌﺎﻟﻤﻴﺔ‬ ‫ﺍﻟﻤﻭﺍﺼﻔﺎﺕ‬.

4. ‫ﺍﳋﺮﺳﺎﻧﻴﺔ‬ ‫ﺍﳌﻨﺸﺂﺕ‬ ‫ﻭﺗﻨﻔﻴﺬ‬ ‫ﻟﺘﺼﻤﻴﻢ‬ ‫ﺍﳌﺼﺮﻯ‬ ‫ﺍﻟﻜﻮﺩ‬٦٢٠٠‫ﺍﻟﻌﺎﺷﺮ‬ ‫ﺍﻟﺒﺎﺏ‬
١٠-٤
١٠-٢-٣‫ﺍﻟﺤﻘﻥ‬ ‫ﻤﻭﻨﺔ‬)‫ﺍﻷﺴﻤﻨﺘﻰ‬ ‫ﺍﻟﺠﺭﺍﻭﺕ‬(Cement Grout
‫ﺍﻟﻤـﺼﺭﻴﺔ‬ ‫ﺍﻟﻘﻴﺎﺴـﻴﺔ‬ ‫ﺍﻟﻤﻭﺍﺼـﻔﺔ‬ ‫ﻤـﻊ‬ ‫ﺍﻷﺴـﻤﻨﺕ‬ ‫ﻤﻭﺍﺼﻔﺎﺕ‬ ‫ﺘﺘﻁﺎﺒﻕ‬ ‫ﺃﻥ‬ ‫ﻴﺠﺏ‬"‫ﺍﻷﺴـﻤﻨﺕ‬
‫ﻡ‬ ‫ﺍﻟﺘﺼﻠﺩ‬ ‫ﻭﺴﺭﻴﻊ‬ ‫ﺍﻟﻌﺎﺩﻯ‬ ‫ﺍﻟﺒﻭﺭﺘﻼﻨﺩﻯ‬.‫ﻕ‬.‫ﻡ‬.٣٧٣/١٩٩١"‫ﺍﻟﻘﻴﺎﺴﻴﺔ‬ ‫ﺍﻟﻤﻭﺍﺼﻔﺔ‬ ‫ﺍﻟﺭﻤل‬ ‫ﻴﻁﺎﺒﻕ‬ ‫ﻭﺃﻥ‬
‫ﺍﻟﻤﺼﺭﻴﺔ‬"‫ﻡ‬ ‫ﺍﻟﻤﺒﺎﻨﻰ‬ ‫ﻤﻭﻥ‬ ‫ﺭﻤـل‬.‫ﻕ‬.‫ﻡ‬.١١٠٨"‫ﻤﻨﺨـل‬ ‫ﻤـﻥ‬ ‫ﻴﻤﺭ‬ ‫ﻭﺒﺤﻴﺙ‬١,١٨‫ﻭﺃﻥ‬ ‫ﻤـﻡ‬
‫ﺃﺜﺒﺘﺕ‬ ‫ﻤﺎ‬ ‫ﺇﺫﺍ‬ ‫ﺍﻟﻤﻌﺭﻭﻓﺔ‬ ‫ﺍﻟﻌﺎﻟﻤﻴﺔ‬ ‫ﺃﻭ‬ ‫ﺍﻟﻤﺼﺭﻴﺔ‬ ‫ﺍﻟﻘﻴﺎﺴﻴﺔ‬ ‫ﺍﻟﻤﻭﺍﺼﻔﺎﺕ‬ ‫ﻤﻊ‬ ‫ﺘﺘﻔﻕ‬ ‫ﺍﻟﺘﻰ‬ ‫ﺍﻹﻀﺎﻓﺎﺕ‬ ‫ﹸﺴﺘﺨﺩﻡ‬‫ﺘ‬
‫ﺍﻟﻜﻠﻭﺭﻴـﺩﺍﺕ‬ ‫ﻤـﻥ‬ ‫ﻨـﻭﻉ‬ ‫ﺃﻯ‬ ‫ﻤﻥ‬ ‫ﺨﺎﻟﻴﺔ‬ ‫ﺘﻜﻭﻥ‬ ‫ﺃﻥ‬ ‫ﻭﺒﺸﺭﻁ‬ ‫ﺍﻟﺤﻘﻥ‬ ‫ﺠﻭﺩﺓ‬ ‫ﻤﻥ‬ ‫ﺘﺤﺴﻥ‬ ‫ﺃﻨﻬﺎ‬ ‫ﺍﻟﺘﺠﺎﺭﺏ‬
‫ﻭﺍﻟﻜﺒﺭﻴﺘﺎﺕ‬ ‫ﻭﺍﻟﻨﺘﺭﺍﺕ‬.‫ﺃﻥ‬ ‫ﻴﺠﺏ‬ ‫ﻭ‬‫ﺘﺤﻘﻕ‬‫ﺍﻟ‬‫ﻤﻜﻌﺒﺎ‬‫ﺕ‬‫ﺍﻟﻤﺄﺨﻭﺫﺓ‬‫ﺍﻟﺤﻘﻥ‬ ‫ﻤﻭﻨﺔ‬ ‫ﻤﻥ‬‫ﻤﻘﺎﻭﻤﺔ‬‫ﻋﻥ‬ ‫ﺘﻘل‬ ‫ﻻ‬
٣٠‫ﻨﻴﻭﺘﻥ‬/‫ﻤﻡ‬٢‫ﺒﻌﺩ‬٢٨‫ﻴﻭﻤ‬‫ﻤـﻥ‬ ‫ﻤﺘﻁﻠﺒـﺎﺕ‬ ‫ﻟﺘﺤﻘﻴﻕ‬ ‫ﻭﻨﺴﺒﻬﺎ‬ ‫ﺍﻟﺤﻘﻴﻥ‬ ‫ﻤﻭﻨﺔ‬ ‫ﻤﻜﻭﻨﺎﺕ‬ ‫ﺘﺤﺩﻴﺩ‬ ‫ﻭﻴﺘﻡ‬ ‫ﹰ‬‫ﺎ‬
‫ﺍﻟﻤﺨﺘﻠﻔﺔ‬ ‫ﺍﻷﻋﻤﺎﺭ‬ ‫ﻓﻰ‬ ‫ﺍﻟﻀﻐﻁ‬ ‫ﻭﻤﻘﺎﻭﻤﺔ‬ ‫ﺍﻟﻘﻭﺍﻡ‬ ‫ﺤﻴﺙ‬.
١٠-٣‫ﺍﻹﺠﻬﺎﺩ‬ ‫ﺴﺎﺒﻘﺔ‬ ‫ﺍﻟﺨﺭﺴﺎﻨﻴﺔ‬ ‫ﺍﻟﻌﻨﺎﺼﺭ‬ ‫ﺘﺼﻤﻴﻡ‬
١٠-٣-١‫ﺍﻟﺘﺼﻤﻴــﻡ‬ ‫ﺃﺴـﺱ‬
١٠-٣-١-١‫ﺍ‬ ‫ﺘﺼﻤﻡ‬‫ﻟﻁﺭﻴﻘﺔ‬ ‫ﻁﺒﻘﺎ‬ ‫ﻋﻠﻴﻬﺎ‬ ‫ﺍﻟﻭﺍﻗﻌﺔ‬ ‫ﺍﻷﺤﻤﺎل‬ ‫ﺘﺘﺤﻤل‬ ‫ﻟﻜﻰ‬ ‫ﺍﻹﺠﻬﺎﺩ‬ ‫ﺴﺎﺒﻘﺔ‬ ‫ﻟﻌﻨﺎﺼﺭ‬
‫ﺃﺨﺫ‬ ‫ﻭﻜﺫﻟﻙ‬ ‫ﺍﻟﻌﻨﺼﺭ‬ ‫ﻟﻬﺎ‬ ‫ﺍﻟﻤﻌﺭﺽ‬ ‫ﺍﻟﺘﺄﺜﻴﺭﺍﺕ‬ ‫ﻟﻨﻭﻋﻴﺔ‬ ‫ﻭﻭﻓﻘﺎ‬ ‫ﺍﻟﺤﺩﻭﺩ‬ ‫ﺤﺎﻻﺕ‬‫ﻗﻴﻡ‬
‫ﻫﺫﺍ‬ ‫ﻤﻥ‬ ‫ﺍﻟﺜﺎﻟﺙ‬ ‫ﺍﻟﺒﺎﺏ‬ ‫ﻓﻰ‬ ‫ﻤﺫﻜﻭﺭ‬ ‫ﻫﻭ‬ ‫ﻟﻤﺎ‬ ‫ﹰ‬‫ﺎ‬‫ﻭﻓﻘ‬ ‫ﺍﻟﻘﺼﻭﻯ‬ ‫ﺍﻟﻤﻘﺎﻭﻤﺔ‬ ‫ﺨﻔﺽ‬ ‫ﻤﻌﺎﻤﻼﺕ‬
‫ﻤﻊ‬ ‫ﺍﻟﻜﻭﺩ‬‫ﺍ‬‫ﺍﻟﺭﻤﺯ‬ ‫ﺴﺘﺒﺩﺍل‬γs‫ﺒﺎﻟﺭﻤﺯ‬γps‫ﺍﻹﺠﻬﺎ‬ ‫ﺴﺒﻕ‬ ‫ﻟﺼﻠﺏ‬‫ﺩ‬.
١٠-٣-١-٢‫ﺴﺎﺒﻘﺔ‬ ‫ﺍﻟﺨﺭﺴﺎﻨﻴـﺔ‬ ‫ﺍﻟﻘﻁﺎﻋﺎﺕ‬ ‫ﻟﺘﺼﻤﻴﻡ‬ ‫ﺍﻟﻌﺎﻤﺔ‬ ‫ﻭﺍﻻﻋﺘﺒﺎﺭﺍﺕ‬ ‫ﺍﻷﺴﺎﺴﻴﺔ‬ ‫ﺍﻟﻘﻭﻯ‬ ‫ﺘﺅﺨﺫ‬
‫ﻭﺍﺭﺩ‬ ‫ﻫـﻭ‬ ‫ﻟﻤـﺎ‬ ‫ﻁﺒﻘــﺎ‬ ‫ﻻﻤﺭﻜﺯﻴﺔ‬ ‫ﻗﻭﻯ‬ ‫ﺃﻭ‬ ‫ﺍﻨﺤﻨﺎﺀ‬ ‫ﻟﻌﺯﻭﻡ‬ ‫ﻭﺍﻟﻤﻌﺭﻀﺔ‬ ‫ﺍﻹﺠﻬـﺎﺩ‬
‫ﺍﻟﺒﻨـﺩ‬ ‫ﻓﻰ‬)٤-٢-١(‫ﺍﻹﺠﻬـﺎﺩ‬ ‫ﺒﻴﻥ‬ ‫ﺍﻟﻌﻼﻗـﺔ‬ ‫ﺍﻻﻋﺘﺒﺎﺭ‬ ‫ﻓﻰ‬ ‫ﺍﻷﺨﺫ‬ ‫ﻤﻊ‬
‫ﺍﻹﺠـﻬﺎﺩ‬ ‫ﺴﺒﻕ‬ ‫ﻓﻰ‬ ‫ﺍﻟﻤﺴﺘﺨﺩﻡ‬ ‫ﻟﻠﺼﻠﺏ‬ ‫ﻭﺍﻻﻨﻔﻌـﺎل‬‫ﻟﻠﺒﻨﺩ‬ ‫ﹰ‬‫ﺎ‬‫ﻁﺒﻘ‬)١٠-٣-١-٣.(
١٠-٣-١-٣‫ﺴﺒـﻕ‬ ‫ﻓﻰ‬ ‫ﺍﻟﻤﺴﺘﺨـﺩﻡ‬ ‫ﻟﻠﺼﻠـﺏ‬ ‫ﺍﻟﺸﺩ‬ ‫ﻓﻰ‬ ‫ﻭﺍﻻﻨﻔﻌﺎل‬ ‫ﺍﻹﺠﻬﺎﺩ‬ ‫ﺒﻴﻥ‬ ‫ﺍﻟﻌﻼﻗﻪ‬ ‫ﺘﺅﺨﺫ‬
‫ﺸﻜل‬ ‫ﺍﻻﻋﺘﺒﺎﺭﻯ‬ ‫ﻟﻠﻤﻨﺤﻨﻰ‬ ‫ﻁﺒﻘــﺎ‬ ‫ﺍﻹﺠﻬـﺎﺩ‬)١٠-١.(

5. ‫ﺍﳋﺮﺳﺎﻧﻴﺔ‬ ‫ﺍﳌﻨﺸﺂﺕ‬ ‫ﻭﺗﻨﻔﻴﺬ‬ ‫ﻟﺘﺼﻤﻴﻢ‬ ‫ﺍﳌﺼﺮﻯ‬ ‫ﺍﻟﻜﻮﺩ‬٦٢٠٠‫ﺍﻟﻌﺎﺷﺮ‬ ‫ﺍﻟﺒﺎﺏ‬
١٠-٥
‫ﺸﻜل‬)١٠-١(‫ﺍﻟﺸﺩ‬ ‫ﻓﻰ‬ ‫ﻭﺍﻻﻨﻔﻌﺎل‬ ‫ﺍﻻﺠﻬﺎﺩ‬ ‫ﺒﻴﻥ‬ ‫ﻟﻠﻌﻼﻗﺔ‬ ‫ﺍﻻﻋﺘﺒﺎﺭﻯ‬ ‫ﺍﻟﻤﻨﺤﻨﻰ‬
‫ﺴﺒ‬ ‫ﻓﻰ‬ ‫ﺍﻟﻤﺴﺘﺨﺩﻡ‬ ‫ﻟﻠﺼﻠﺏ‬‫ﺍﻹﺠﻬﺎﺩ‬ ‫ﻕ‬
١٠-٣-١-٤‫ﺍﻷﻗﺼﻰ‬ ‫ﺍﻹﺠﻬﺎﺩ‬ ‫ﺒﻴﻥ‬ ‫ﺍﻟﻌﻼﻗﺔ‬ ‫ﺘﺅﺨﺫ‬fpu‫ﺍﻟﺸﺩ‬ ‫ﻓﻰ‬ ‫ﺍﻟﺨﻀﻭﻉ‬ ‫ﻭﺇﺠﻬﺎﺩ‬fpy‫ﻟﺼﻠﺏ‬
‫ﺍﻟﺘﺎﻟﻴﺔ‬ ‫ﻟﻠﻌﻼﻗـﺎﺕ‬ ‫ﻭﻁﺒﻘﺎ‬ ‫ﺍﻟﺼﻠﺏ‬ ‫ﻟﻨﻭﻋﻴﺔ‬ ‫ﹰ‬‫ﺎ‬‫ﻭﻓﻘ‬ ‫ﺍﻹﺠﻬﺎﺩ‬ ‫ﺴﺒﻕ‬:
fpy / fpu = 0.80 for deformed bars (10-1)
fpy / fpu = 0.85 fornormal relaxationstress – relieved strands, wires and
smooth bars (10-2)
fpy / fpu = 0.90 for low relaxation stress-relieved strands and
wires (10-3)
١٠-٣-٢‫ﺍﻟﺘﺸﻐﻴل‬ ‫ﺤﺩﻭﺩ‬ ‫ﻤﺘﻁﻠﺒﺎﺕ‬
١٠-٣-٢-١‫ﺍﻟﺨﺭﺴﺎﻨﺔ‬ ‫ﻓﻰ‬ ‫ﺒﻬﺎ‬ ‫ﺍﻟﻤﺴﻤﻭﺡ‬ ‫ﺍﻻﺠﻬﺎﺩﺍﺕ‬

6. ‫ﺍﳋﺮﺳﺎﻧﻴﺔ‬ ‫ﺍﳌﻨﺸﺂﺕ‬ ‫ﻭﺗﻨﻔﻴﺬ‬ ‫ﻟﺘﺼﻤﻴﻢ‬ ‫ﺍﳌﺼﺮﻯ‬ ‫ﺍﻟﻜﻮﺩ‬٦٢٠٠‫ﺍﻟﻌﺎﺷﺮ‬ ‫ﺍﻟﺒﺎﺏ‬
١٠-٦
١٠-٣-٢-١-١‫ﺍﻟﺘـﺸﻐﻴل‬ ‫ﺤﻤل‬ ‫ﻭﻋﻨﺩ‬ ‫ﻟﻠﺨﺭﺴﺎﻨﺔ‬ ‫ﺍﻹﺠﻬﺎﺩ‬ ‫ﺴﺒﻕ‬ ‫ﻨﻘل‬ ‫ﻋﻨﺩ‬ ‫ﺍﻹﺠﻬﺎﺩﺍﺕ‬ ‫ﻤﻥ‬ ‫ﻟﻠﺘﺤﻘﻕ‬
‫ﻟﻠﻘﻁﺎﻉ‬ ‫ﺍﻟﻤﺭﻥ‬ ‫ﺍﻟﺘﺤﻠﻴل‬ ‫ﻁﺭﻕ‬ ‫ﺍﺴﺘﺨﺩﺍﻡ‬ ‫ﻴﻤﻜﻥ‬ ‫ﻓﺈﻨﻪ‬ ‫ﺍﻟﺘﺸﺭﺥ‬ ‫ﺤﻤل‬ ‫ﻭﻋﻨﺩ‬.
١٠-٣-٢-١-٢‫ﺍﻹ‬ ‫ﺴﺎﺒﻘﺔ‬ ‫ﺍﻟﺨﺭﺴﺎﻨﻴﺔ‬ ‫ﺍﻟﻌﻨﺎﺼﺭ‬ ‫ﺘﻘﺴﻡ‬‫ﻴﻠﻰ‬ ‫ﻟﻤﺎ‬ ‫ﹰ‬‫ﺎ‬‫ﻁﺒﻘ‬ ‫ﺠﻬﺎﺩ‬:
‫ﺤﺎﻟﺔ‬"‫ﺃ‬: "‫ﺸﺩ‬ ‫ﺇﺠﻬﺎﺩﺍﺕ‬ ‫ﺒﻬﺎ‬ ‫ﻟﻴﺱ‬ ‫ﺍﻟﺘﻰ‬ ‫ﻭﻫﻰ‬ ‫ﺍﻟﻤﺸﺭﺨﺔ‬ ‫ﻏﻴﺭ‬ ‫ﺍﻟﻘﻁﺎﻋﺎﺕ‬(Full
Prestressing)‫ﻟﻬـﺫﻩ‬ ‫ﹰ‬‫ﺎ‬‫ﻁﺒﻘـ‬ ‫ﺍﻟﺘﺎﻟﻴـﺔ‬ ‫ﺍﻟﻌﻨﺎﺼﺭ‬ ‫ﺘﺼﻤﻴﻡ‬ ‫ﻭﻴﺠﺏ‬
‫ﺍﻟﺤﺎﻟﺔ‬:
•‫ﺩﻴﻨﺎﻤﻴﻜﻴﺔ‬ ‫ﺃﺤﻤﺎل‬ ‫ﺃﻭ‬ ‫ﻤﺘﻜﺭﺭﺓ‬ ‫ﻷﺤﻤﺎل‬ ‫ﺍﻟﻤﻌﺭﻀﺔ‬ ‫ﺍﻟﻌﻨﺎﺼﺭ‬.
•‫ﺍﻟ‬‫ﻌﻨﺎﺼﺭ‬‫ﺘﺄﺜﻴﺭﺍﺕ‬ ‫ﺫﺍﺕ‬ ‫ﻟﻌﻭﺍﻤل‬ ‫ﻤﻌﺭﻀﺔ‬ ‫ﺒﻬﺎ‬ ‫ﺍﻟﺸﺩ‬ ‫ﺃﺴﻁﺢ‬ ‫ﺫﺍﺕ‬
‫ﻤﺅﻜﺴﺩ‬‫ﺍﻟﺤﺩﻴﺩ‬ ‫ﺼﺩﺃ‬ ‫ﺘﺴﺒﺏ‬ ‫ﻭﻀﺎﺭﺓ‬ ‫ﺓ‬)‫ﺍﻟﺭﺍﺒـﻊ‬ ‫ﺍﻟﻘـﺴﻡ‬ ‫ﻋﻨﺎﺼﺭ‬
‫ﻟﻠﺠﺩﻭل‬ ‫ﹰ‬‫ﺎ‬‫ﻁﺒﻘ‬٤-١١(
‫ﺤﺎﻟﺔ‬"‫ﺏ‬: "‫ﺍﻟﻘﻁﺎﻋﺎﺕ‬‫ﺒﻬﺎ‬ ‫ﺍﻟﺘﻰ‬ ‫ﺍﻟﻌﻨﺎﺼﺭ‬ ‫ﻭﻫﻰ‬ ‫ﺍﻟﻤﺸﺭﺨﺔ‬ ‫ﻏﻴﺭ‬‫ﺇ‬‫ﺸـﺩ‬ ‫ﺠﻬﺎﺩﺍﺕ‬
‫ﺍﻟﻘـﻴﻡ‬ ‫ﻤـﻥ‬ ‫ﺃﻗل‬ ‫ﻋﻠﻴﻬﺎ‬ ‫ﺍﻟﻭﺍﻗﻌﺔ‬ ‫ﺍﻷﺤﻤﺎل‬ ‫ﺠﻤﻴﻊ‬ ‫ﻨﺘﻴﺠﺔ‬ ‫ﺍﻟﻘﻁﺎﻉ‬ ‫ﻋﻠﻰ‬
‫ﺒﺎﻟﺠﺩﻭل‬ ‫ﺍﻟﻤﺫﻜﻭﺭﺓ‬)١٠-٢(‫ﺍﻻﻨـﺸﺎﺌﻴﺔ‬ ‫ﺍﻟﻌﻨﺎﺼﺭ‬ ‫ﺘﺼﻤﻴﻡ‬ ‫ﻭﻴﺠﺏ‬
‫ﻟﻬﺫﻩ‬ ‫ﹰ‬‫ﺎ‬‫ﻁﺒﻘ‬ ‫ﺍﻵﺘﻴﺔ‬‫ﺍﻟﺤﺎﻟﺔ‬:
•‫ﺍﻟﻤﺼﻤﺘﺔ‬ ‫ﻭﺍﻟﺒﻼﻁﺎﺕ‬ ‫ﺍﻟﻤﺴﻁﺤﺔ‬ ‫ﺍﻟﺒﻼﻁﺎﺕ‬.
•‫ﺍﻟﻤﺘﻤﺎﺴﻙ‬ ‫ﻏﻴﺭ‬ ‫ﺍﻟﺘﺴﻠﻴﺢ‬ ‫ﺫﺍﺕ‬ ‫ﺍﻻﺠﻬﺎﺩ‬ ‫ﺴﺎﺒﻘﺔ‬ ‫ﺍﻟﻌﻨﺎﺼﺭ‬.
•‫ﻀـﺎﺭﺓ‬ ‫ﻟﻌﻭﺍﻤـل‬ ‫ﻤﻌﺭﻀـﺔ‬ ‫ﺒﻬـﺎ‬ ‫ﺍﻟﺸﺩ‬ ‫ﺃﺴﻁﺢ‬ ‫ﺫﺍﺕ‬ ‫ﺍﻟﻌﻨﺎﺼﺭ‬
)‫ﻟﻠﺠﺩﻭل‬ ‫ﹰ‬‫ﺎ‬‫ﻁﺒﻘ‬ ‫ﺍﻟﺜﺎﻟﺙ‬ ‫ﺍﻟﻘﺴﻡ‬ ‫ﻤﻨﺸﺂﺕ‬٤-١١.(
‫ﺤﺎﻟﺔ‬"‫ﺝ‬: "‫ﺒﻴﻥ‬ ‫ﺍﻨﺘﻘﺎﻟﻴﺔ‬ ‫ﺤﺎﻟﺔ‬‫ﺍﻟﻤـﺸﺭﺨﺔ‬ ‫ﻭﺍﻟﻘﻁﺎﻋﺎﺕ‬ ‫ﺍﻟﻤﺸﺭﺨﺔ‬ ‫ﻏﻴﺭ‬ ‫ﺍﻟﻘﻁﺎﻋﺎﺕ‬
‫ﺍﻟﻌ‬ ‫ﻭﻫﻰ‬‫ﺍﻟﺘـﺸﺭﺥ‬ ‫ﺤﺩ‬ ‫ﻤﻥ‬ ‫ﺃﻗل‬ ‫ﺸﺩ‬ ‫ﺍﺠﻬﺎﺩﺍﺕ‬ ‫ﺒﻬﺎ‬ ‫ﺍﻟﺘﻰ‬ ‫ﻨﺎﺼﺭ‬)‫ﹰ‬‫ﺎ‬‫ﻁﺒﻘـ‬
‫ﻟﻠﻤﻌﺎﺩﻟﺔ‬٦٤–٤(‫ﻋ‬ ‫ﺘﺯﻴﺩ‬ ‫ﺃﻻ‬ ‫ﺒﺸﺭﻁ‬‫ﻠﻰ‬٤‫ﻥ‬/‫ﻤﻡ‬٢
‫ﺃﻋﻠـﻰ‬ ‫ﻭﻟﻜﻥ‬
‫ﺍﻟﺤﺎﻟﺔ‬ ‫ﻓﻰ‬ ‫ﺒﻪ‬ ‫ﻤﺴﻤﻭﺡ‬ ‫ﺍﻟﺸﺩ‬ ‫ﻓﻰ‬ ‫ﺍﺠﻬﺎﺩ‬ ‫ﺃﻗﺼﻰ‬ ‫ﻤﻥ‬"‫ﺏ‬."
‫ﺤﺎﻟﺔ‬"‫ﺩ‬: "‫ﺍﻹ‬ ‫ﺴﺒﻕ‬ ‫ﻭﻴﻜﻭﻥ‬ ‫ﺍﻟﻤﺸﺭﺨﺔ‬ ‫ﺍﻟﻘﻁﺎﻋﺎﺕ‬‫ﹰ‬‫ﺎ‬‫ﺠﺯﺌﻴـ‬ ‫ﺍﻟﺤﺎﻟﺔ‬ ‫ﻫﺫﻩ‬ ‫ﻓﻰ‬ ‫ﺠﻬﺎﺩ‬
)Partial Prestressing: (‫ﺍﻟﻌﻨﺎ‬ ‫ﻭﻫﻰ‬‫ﺃﻗـﺼﻰ‬ ‫ﺒﻬﺎ‬ ‫ﺍﻟﺘﻰ‬ ‫ﺼﺭ‬
‫ﺇ‬‫ﺃﻋﻠـﻰ‬ ‫ﻋﻠﻴﻬﺎ‬ ‫ﺍﻟﻭﺍﻗﻌﺔ‬ ‫ﺍﻷﺤﻤﺎل‬ ‫ﺠﻤﻴﻊ‬ ‫ﻨﺘﻴﺠﺔ‬ ‫ﻓﺭﻀﻴﺔ‬ ‫ﺸﺩ‬ ‫ﺠﻬﺎﺩﺍﺕ‬
‫ﻤﻥ‬ ‫ﻭﺃﻗل‬ ‫ﺍﻟﺘﺸﺭﺥ‬ ‫ﺤﺩ‬ ‫ﻤﻥ‬cuf0.85.
‫ﻭﻴﺘﻡ‬‫ﺤﺴﺎﺏ‬‫ﺇ‬‫ﺍﻟﻘﻁـﺎﻉ‬ ‫ﺨﻭﺍﺹ‬ ‫ﻻﺴﺘﺨﺩﺍﻡ‬ ‫ﺍﻟﻔﺭﻀﻴﺔ‬ ‫ﺍﻟﺸﺩ‬ ‫ﺠﻬﺎﺩﺍﺕ‬
‫ﻤﻊ‬ ‫ﺍﻟﺸﺭﻭﺥ‬ ‫ﺘﺄﺜﻴﺭ‬ ‫ﺍﻋﺘﺒﺎﺭ‬ ‫ﺩﻭﻥ‬ ‫ﺍﻟﻜﺎﻤﻠﺔ‬‫ﺇ‬‫ﺍﻟﺘﺴﻠﻴﺢ‬ ‫ﺼﻠﺏ‬ ‫ﻫﻤﺎل‬.‫ﻜﻤﺎ‬

7. ‫ﺍﳋﺮﺳﺎﻧﻴﺔ‬ ‫ﺍﳌﻨﺸﺂﺕ‬ ‫ﻭﺗﻨﻔﻴﺬ‬ ‫ﻟﺘﺼﻤﻴﻢ‬ ‫ﺍﳌﺼﺮﻯ‬ ‫ﺍﻟﻜﻮﺩ‬٦٢٠٠‫ﺍﻟﻌﺎﺷﺮ‬ ‫ﺍﻟﺒﺎﺏ‬
١٠-٧
‫ﺍﻟﺘ‬ ‫ﻴﺠﺏ‬‫ﺄ‬‫ﺃﻥ‬ ‫ﻤﻥ‬ ‫ﻜﺩ‬‫ﺇ‬‫ﺠﻬﺎ‬‫ﺘـﺄﺜﻴﺭ‬ ‫ﺘﺤـﺕ‬ ‫ﺍﻟﺨﺭﺴـﺎﻨﺔ‬ ‫ﻓﻰ‬ ‫ﺍﻟﺸﺩ‬ ‫ﺩﺍﺕ‬
‫ﺍﻷﺤﻤﺎل‬ ‫ﻤﻥ‬ ‫ﻭﺠﺯﺀ‬ ‫ﺍﻟﻤﻴﺘﺔ‬ ‫ﺍﻷﺤﻤﺎل‬ ‫ﺘﺸﻤل‬ ‫ﺍﻟﺘﻰ‬ ‫ﻭ‬ ‫ﺍﻟﺩﺍﺌﻤﺔ‬ ‫ﺍﻻﺤﻤﺎل‬
‫ﺘﻜﻭﻥ‬ ‫ﺃﻥ‬ ‫ﺍﻻﺴﺘﻤﺭﺍﺭﻴﺔ‬ ‫ﺼﻔﺔ‬ ‫ﻟﻬﺎ‬ ‫ﺍﻟﺘﻰ‬ ‫ﺍﻟﺤﻴﺔ‬‫ﺃ‬‫ﺍﻟﺘﺸﺭﺥ‬ ‫ﺤﺩ‬ ‫ﻤﻥ‬ ‫ﻗل‬.
‫ﻭﻓﻰ‬‫ﺍﻟﺤﺎﻟﺘﻴﻥ‬"‫ﺝ‬"،"‫ﺩ‬"‫ﻴﺠﺏ‬‫ﺇ‬‫ﺘﺴﻠﻴﺢ‬ ‫ﺼﻠﺏ‬ ‫ﻀﺎﻓﺔ‬‫ﺍﻟﻤﻘﺎﻭﻤﺔ‬ ‫ﻋﺎﻟﻰ‬ ‫ﻨﺘﻭﺀﺍﺕ‬ ‫ﺫﻯ‬
‫ﺍﻟﺜﺎﻨﻰ‬ ‫ﻟﻠﺒﺎﺏ‬ ‫ﹰ‬‫ﺎ‬‫ﻁﺒﻘ‬‫ﻓﻰ‬ ‫ﺍﻟﺤﺎﺩﺙ‬ ‫ﺍﻟﺸﺩ‬ ‫ﻟﻤﻘﺎﻭﻤﺔ‬‫ﺘـﺄﺜﻴﺭ‬ ‫ﺘﺤـﺕ‬ ‫ﺍﻟﺨﺭﺴﺎﻨﻰ‬ ‫ﺍﻟﻘﻁﺎﻉ‬
‫ﺍﻟﺘﺸﻐﻴل‬ ‫ﺃﺤﻤﺎل‬.
‫ﺍﻟﻤﻠﺤﻕ‬ ‫ﻭﻴﺤﺘﻭﻯ‬)٣(‫ﻓـﻰ‬ ‫ﺒﻬـﺎ‬ ‫ﺍﻟﻤﺴﻤﻭﺡ‬ ‫ﺍﻹﺠﻬﺎﺩﺍﺕ‬ ‫ﻴﻠﺨﺹ‬ ‫ﺠﺩﻭل‬ ‫ﻋﻠﻰ‬ ‫ﺍﻟﻜﻭﺩ‬ ‫ﺒﻬﺫﺍ‬
‫ﺤﺎﻟﺔ‬ ‫ﻓﻰ‬ ‫ﺍﻹﺠﻬﺎﺩ‬ ‫ﺴﺎﺒﻘﺔ‬ ‫ﻟﻠﺨﺭﺴﺎﻨﺔ‬ ‫ﺍﻟﻤﺨﺘﻠﻔﺔ‬ ‫ﺍﻟﺤﺎﻻﺕ‬fcu = 40 N/mm2
.
١٠-٣-٢-١-٣‫ﻟﻠﻌـﺯﻭﻡ‬ ‫ﺍﻟﻤﻌﺭﻀـﺔ‬ ‫ﻟﻠﻌﻨﺎﺼـﺭ‬ ‫ﺍﻟﺨﺭﺴـﺎﻨﺔ‬ ‫ﻓﻰ‬ ‫ﺒﻬﺎ‬ ‫ﺍﻟﻤﺴﻤﻭﺡ‬ ‫ﺍﻻﺠﻬﺎﺩﺍﺕ‬ ‫ﺘﺅﺨﺫ‬
‫ﻭﺍﻟﻀﻐﻁ‬‫ﻟﺠﺩﻭل‬ ‫ﹰ‬‫ﺎ‬‫ﻁﺒﻘ‬ ‫ﺍﻟﻤﺤﻭﺭﻯ‬)١٠-٢(
‫ﺠﺩﻭل‬)١٠-٢(‫ﺒﻬﺎ‬ ‫ﺍﻟﻤﺴﻤﻭﺡ‬ ‫ﺍﻻﺠﻬﺎﺩﺍﺕ‬‫ﺍﻟﺨﺭﺴﺎﻨﺔ‬ ‫ﻓﻰ‬)‫ﻥ‬/‫ﻤﻡ‬٢
(
١-‫ﺍﻹ‬‫ﺍﻹ‬ ‫ﻨﻘل‬ ‫ﺒﻌﺩ‬ ‫ﺍﻻﻨﺤﻨﺎﺀ‬ ‫ﻋﺯﻭﻡ‬ ‫ﻨﺘﻴﺠﺔ‬ ‫ﺍﻟﺨﺭﺴﺎﻨﺔ‬ ‫ﻓﻰ‬ ‫ﺒﻬﺎ‬ ‫ﺍﻟﻤﺴﻤﻭﺡ‬ ‫ﺠﻬﺎﺩﺍﺕ‬‫ﻤﺒﺎﺸﺭﺓ‬ ‫ﻟﻠﺨﺭﺴﺎﻨﺔ‬ ‫ﺠﻬﺎﺩ‬)‫ﻗﺒل‬
‫ﺍﻟﺯﻤﻥ‬ ‫ﻋﻠﻰ‬ ‫ﺍﻟﻤﻌﺘﻤﺩﺓ‬ ‫ﺍﻟﻔﻭﺍﻗﺩ‬ ‫ﺤﺩﻭﺙ‬–Time dependent Losses(‫ﺍﻟﻘﻴﻡ‬ ‫ﺘﺘﻌﺩﻯ‬ ‫ﺃﻻ‬ ‫ﻴﺠﺏ‬‫ﺍﻵﺘﻴــﺔ‬:
-‫ﺃﻗﺼﻰ‬‫ﺇ‬‫ﺍﻟﻀﻐﻁ‬ ‫ﻓﻰ‬ ‫ﺠﻬﺎﺩ‬0.45 fcui
-‫ﺃﻗﺼﻰ‬‫ﺇ‬‫ﺍﻟﺘﺎﻟﻰ‬ ‫ﻓﻰ‬ ‫ﺒﻪ‬ ‫ﻤﺴﻤﻭﺡ‬ ‫ﻫﻭ‬ ‫ﻤﺎ‬ ‫ﺒﺎﺴﺘﺜﻨﺎﺀ‬ ‫ﺍﻟﺸﺩ‬ ‫ﻓﻰ‬ ‫ﺠﻬﺎﺩ‬0.22 cuif
-‫ﺃﻗﺼﻰ‬‫ﺇ‬‫ﺍﻻﺭﺘﻜﺎﺯ‬ ‫ﺒﺴﻴﻁﺔ‬ ‫ﺍﻟﻜﻤﺭﺍﺕ‬ ‫ﻨﻬﺎﻴﺔ‬ ‫ﻋﻨﺩ‬ ‫ﺍﻟﺸﺩ‬ ‫ﻓﻰ‬ ‫ﺠﻬﺎﺩ‬0.44 cuif
٢-‫ﺍﻹ‬‫ﻨﺘﻴﺠ‬ ‫ﺍﻟﺨﺭﺴﺎﻨﺔ‬ ‫ﻓﻰ‬ ‫ﺒﻬﺎ‬ ‫ﺍﻟﻤﺴﻤﻭﺡ‬ ‫ﺠﻬﺎﺩﺍﺕ‬‫ﺍﻟﺘﺸﻐﻴل‬ ‫ﺤﻤل‬ ‫ﻋﻨﺩ‬ ‫ﺍﻻﻨﺤﻨﺎﺀ‬ ‫ﻋﺯﻭﻡ‬ ‫ﺔ‬)‫ﺠﻤﻴـﻊ‬ ‫ﺤﺩﻭﺙ‬ ‫ﺒﻌﺩ‬
‫ﺍﻹ‬ ‫ﻓﻰ‬ ‫ﺍﻟﻔﻭﺍﻗﺩ‬‫ﺠﻬﺎﺩﺍﺕ‬(‫ﺍﻵﺘﻴـﺔ‬ ‫ﺍﻟﻘﻴﻡ‬ ‫ﺘﺘﻌﺩﻯ‬ ‫ﺃﻻ‬ ‫ﻴﺠﺏ‬:
-‫ﺃﻗﺼﻰ‬‫ﺇ‬‫ﺍﻹ‬ ‫ﺴﺒﻕ‬ ‫ﻨﺘﻴﺠﺔ‬ ‫ﺍﻟﻀﻐﻁ‬ ‫ﻓﻰ‬ ‫ﺠﻬﺎﺩ‬‫ﺇﻟـﻰ‬ ‫ﺒﺎﻻﻀـﺎﻓﺔ‬ ‫ﺠﻬـﺎﺩ‬
‫ﺍﻟﺩﺍﺌﻤﺔ‬ ‫ﺍﻷﺤﻤﺎل‬
0.35 fcu
-‫ﺃﻗﺼﻰ‬‫ﺇ‬‫ﺍﻹ‬ ‫ﺴﺒﻕ‬ ‫ﻨﺘﻴﺠﺔ‬ ‫ﺍﻟﻀﻐﻁ‬ ‫ﻓﻰ‬ ‫ﺠﻬﺎﺩ‬‫ﺠﻤﻴـﻊ‬ ‫ﺇﻟﻰ‬ ‫ﺒﺎﻹﻀﺎﻓﺔ‬ ‫ﺠﻬﺎﺩ‬
‫ﺍﻷﺤﻤﺎل‬
0.40 fcu
-‫ﺃﻗﺼﻰ‬‫ﺇ‬‫ﺴﺒﻕ‬ ‫ﻨﺘﻴﺠﺔ‬ ‫ﻟﻠﻀﻐﻁ‬ ‫ﺍﻟﺴﺎﺒﻕ‬ ‫ﺍﻟﺘﻌﺭﺽ‬ ‫ﻤﻨﻁﻘﺔ‬ ‫ﻓﻰ‬ ‫ﺍﻟﺸﺩ‬ ‫ﻓﻰ‬ ‫ﺠﻬﺎﺩ‬
‫ﺍﻹ‬‫ﺍﻷﺤﻤﺎل‬ ‫ﺠﻤﻴﻊ‬ ‫ﺇﻟﻰ‬ ‫ﺒﺎﻹﻀﺎﻓﺔ‬ ‫ﺠﻬﺎﺩ‬
)Pre-compressed tensile zone(
‫ﺤﺎﻟﺔ‬"‫ﺃ‬"‫ﺼﻔﺭ‬
‫ﺤﺎﻟﺔ‬"‫ﺏ‬"cuf0.44
‫ﺤﺎﻟﺔ‬"‫ﺝ‬"cuf0.60
‫ﻋﻥ‬ ‫ﺘﺯﻴﺩ‬ ‫ﺃﻻ‬ ‫ﻭﺒﺸﺭﻁ‬٤‫ﻥ‬/‫ﻤﻡ‬٢
‫ﺤﺎﻟﺔ‬"‫ﺩ‬"cuf0.85
٣-‫ﺍﻹ‬‫ﺍﻟﻤﺤﻭﺭﻯ‬ ‫ﺍﻟﻀﻐﻁ‬ ‫ﻨﺘﻴﺠﺔ‬ ‫ﻟﻠﺨﺭﺴﺎﻨﺔ‬ ‫ﺒﻬﺎ‬ ‫ﺍﻟﻤﺴﻤﻭﺡ‬ ‫ﺠﻬﺎﺩﺍﺕ‬:

8. ‫ﺍﳋﺮﺳﺎﻧﻴﺔ‬ ‫ﺍﳌﻨﺸﺂﺕ‬ ‫ﻭﺗﻨﻔﻴﺬ‬ ‫ﻟﺘﺼﻤﻴﻢ‬ ‫ﺍﳌﺼﺮﻯ‬ ‫ﺍﻟﻜﻮﺩ‬٦٢٠٠‫ﺍﻟﻌﺎﺷﺮ‬ ‫ﺍﻟﺒﺎﺏ‬
١٠-٨
‫ﺃﻗﺼﻰ‬‫ﺇ‬‫ﺍﻟﻀﻐﻁ‬ ‫ﻓﻰ‬ ‫ﺠﻬﺎﺩ‬0.25 fcu
‫ﺤﻴﺙ‬:
fcui=‫ﺍﻟﻤﻤﻴﺯﺓ‬ ‫ﺍﻟﻤﻘﺎﻭﻤﺔ‬‫ﻟ‬‫ﺍﻻﺠﻬﺎﺩ‬ ‫ﺴﺒﻕ‬ ‫ﻨﻘل‬ ‫ﻋﻨﺩ‬ ‫ﺍﻟﻀﻐﻁ‬ ‫ﻓﻰ‬ ‫ﻠﺨﺭﺴﺎﻨﺔ‬.
fcu=‫ﺍﻟﺘﺸﻐﻴل‬ ‫ﻋﻨﺩ‬ ‫ﺍﻟﻀﻐﻁ‬ ‫ﻓﻰ‬ ‫ﻟﻠﺨﺭﺴﺎﻨﺔ‬ ‫ﺍﻟﻤﻤﻴﺯﺓ‬ ‫ﺍﻟﻤﻘﺎﻭﻤﺔ‬.

9. ‫ﺍﳋﺮﺳﺎﻧﻴﺔ‬ ‫ﺍﳌﻨﺸﺂﺕ‬ ‫ﻭﺗﻨﻔﻴﺬ‬ ‫ﻟﺘﺼﻤﻴﻢ‬ ‫ﺍﳌﺼﺮﻯ‬ ‫ﺍﻟﻜﻮﺩ‬٦٢٠٠‫ﺍﻟﻌﺎﺷﺮ‬ ‫ﺍﻟﺒﺎﺏ‬
١٠-٩
١٠-٣-٢-٢‫ﺍﻹ‬‫ﺍﻹ‬ ‫ﺴﺒﻕ‬ ‫ﻓﻰ‬ ‫ﺍﻟﻤﺴﺘﺨﺩﻡ‬ ‫ﺍﻟﺼﻠﺏ‬ ‫ﻓﻰ‬ ‫ﺒﻪ‬ ‫ﺍﻟﻤﺴﻤﻭﺡ‬ ‫ﺠﻬﺎﺩ‬‫ﺠﻬﺎﺩ‬
‫ﺍﻹ‬ ‫ﺴﺒﻕ‬ ‫ﻓﻰ‬ ‫ﺍﻟﻤﺴﺘﺨﺩﻡ‬ ‫ﺍﻟﺼﻠﺏ‬ ‫ﻓﻰ‬ ‫ﺒﻬﺎ‬ ‫ﺍﻟﻤﺴﻤﻭﺡ‬ ‫ﺍﻹﺠﻬﺎﺩﺍﺕ‬ ‫ﺘﺅﺨﺫ‬‫ﻟﻠﺠﺩﻭل‬ ‫ﻁﺒﻘﺎ‬ ‫ﺠﻬﺎﺩ‬
)١٠–٣.(
‫ﺠﺩﻭل‬)١٠-٣(‫ﺍﻟﻜﺎﺒﻼﺕ‬ ‫ﻓﻰ‬ ‫ﺒﻬﺎ‬ ‫ﺍﻟﻤﺴﻤﻭﺡ‬ ‫ﺍﻹﺠﻬﺎﺩﺍﺕ‬)‫ﻥ‬/‫ﻤﻡ‬٢
(
‫ﺃ‬-‫ﺍﻷﺼﻠﻴﺔ‬ ‫ﺍﻟﺸﺩ‬ ‫ﻗﻭﺓ‬ ‫ﻨﺘﻴﺠﺔ‬*0.9 fpy ≤ 0.75 fpu
‫ﺏ‬-‫ﺤﺎﻟﺔ‬ ‫ﻓﻲ‬‫ﺍﻷﺴ‬‫ﻴﺎﺥ‬‫ﺍﻟﺸﺩ‬ ‫ﻭﻗﺕ‬0.7 fpu
‫ﺠـ‬-‫ﻟﻠﺨﺭﺴﺎﻨﺔ‬ ‫ﺍﻹﺠﻬﺎﺩﺍﺕ‬ ‫ﻨﻘل‬ ‫ﺒﻌﺩ‬0.8 fpy ≤ 0.70 fpu
‫ﺩ‬-‫ﺃﻤﺎﻜﻥ‬ ‫ﻋﻨﺩ‬ ‫ﻻﺤﻕ‬ ‫ﺸﺩ‬ ‫ﺫﺍﺕ‬ ‫ﺨﺭﺴﺎﻨﺔ‬ ‫ﻓﻰ‬ ‫ﺍﻟﻤﺴﺘﺨﺩﻤﺔ‬ ‫ﺍﻟﻜﺎﺒﻼﺕ‬ ‫ﺤﺎﻟﺔ‬ ‫ﻓﻰ‬
‫ﻭﺼﻠﻬﺎ‬ ‫ﺃﻭ‬ ‫ﺍﻟﻜﺎﺒﻼﺕ‬ ‫ﺭﺒﻁ‬
0.8 fpy ≤ 0.70 fpu
*‫ﺭﻭ‬ ‫ﺃﻭ‬ ‫ﻟﻠﻜﺎﺒﻼﺕ‬ ‫ﺍﻟﻤﺼﻨﻌﺔ‬ ‫ﺍﻟﺠﻬﺔ‬ ‫ﻗﺒل‬ ‫ﻤﻥ‬ ‫ﺍﻟﻤﻘﺘﺭﺤﺔ‬ ‫ﺍﻟﺘﺼﻤﻴﻤﻴﺔ‬ ‫ﺍﻟﻘﻴﻤﺔ‬ ‫ﺘﺘﻌﺩﻯ‬ ‫ﺃﻻ‬ ‫ﻭﻴﺠﺏ‬‫ﺍﻟﻜﺎﺒﻼﺕ‬ ‫ﺍﺒﻁ‬
(Anchorage)
١٠-٣-٢-٣‫ﺍﻟﺘﺭﺨﻴﻡ‬ ‫ﺤﺩ‬ ‫ﺤﺎﻟﺔ‬Limit State of Deflection
١٠-٣-٢-٣-١‫ﻋﻨﺩ‬‫ﺍﻟﺘﺭﺨﻴﻡ‬ ‫ﺤﺴﺎﺏ‬)Immediate deflection(‫ﺍﻻﻨﺸﺎﺌﻴﺔ‬ ‫ﻟﻠﻌﻨﺎﺼﺭ‬:
١-‫ﺍﻟﺤﺎﻻ‬ ‫ﻓﻰ‬‫ﺕ‬"‫ﺃ‬"،"‫ﺏ‬"،"‫ﺝ‬"‫ﻟﻠﺒﻨـﺩ‬ ‫ﹰ‬‫ﺎ‬‫ﻁﺒﻘ‬١٠-٣-٢-١‫ﺍﺴـﺘﺨﺩﺍﻡ‬ ‫ﻴـﺘﻡ‬
‫ﺍﻟﺫﺍﺘﻰ‬ ‫ﺍﻟﻘﺼﻭﺭ‬ ‫ﻋﺯﻡ‬ ‫ﺃﺨﺫ‬ ‫ﻤﻊ‬ ‫ﺍﻟﻤﺭﻭﻨﺔ‬ ‫ﻨﻅﺭﻴﺔ‬‫ﺒﺎﻟﻜﺎﻤل‬ ‫ﻟﻠﻘﻁﺎﻉ‬Ig.
٢-‫ﺍﻟﺤﺎﻟﺔ‬ ‫ﻓﻰ‬"‫ﺩ‬"‫ﻟﻠﺒﻨﺩ‬ ‫ﹰ‬‫ﺎ‬‫ﻁﺒﻘ‬١٠-٣-٢-١‫ﻴﺘﻡ‬‫ﺍ‬‫ﺍﻟـﺫﺍﺘﻰ‬ ‫ﺍﻟﻘـﺼﻭﺭ‬ ‫ﻋﺯﻡ‬ ‫ﺴﺘﺨﺩﺍﻡ‬
‫ﺍﻟﻔﻌﺎل‬Ie‫ﻟﻠﻤﻌﺎﺩﻟﺔ‬ ‫ﹰ‬‫ﺎ‬‫ﻭﻓﻘ‬)٤-٦٠(‫ﺃﻗل‬ ‫ﺤﺴﺎﺏ‬ ‫ﻋﻨﺩ‬ ‫ﺍﻻﺠﻬﺎﺩ‬ ‫ﺴﺒﻕ‬ ‫ﺘﺄﺜﻴﺭ‬ ‫ﺃﺨﺫ‬ ‫ﻤﻊ‬
‫ﺒﺎﻟﺨﺭﺴﺎﻨﺔ‬ ‫ﺘﺸﺭﺥ‬ ‫ﻴﺴﺒﺏ‬ ‫ﺍﻨﺤﻨﺎﺀ‬ ‫ﻋﺯﻡ‬)Mcr(‫ﻟﻠﻤﻌﺎﺩﻟﺔ‬ ‫ﹰ‬‫ﺎ‬‫ﻁﺒﻘ‬)10-17b. (
١٠-٣-٢-٣-٢‫ﺍﻟﺘﺭﺨﻴﻡ‬ ‫ﺤﺴﺎﺏ‬ ‫ﻴﺘﻡ‬‫ﺍﻟﺯﻤﻥ‬ ‫ﻤﻊ‬ ‫ﺍﻟﻤﺘﺯﺍﻴﺩ‬ ‫ﺍﻹﻀﺎﻓﻰ‬(Long term deflection)
‫ﺍﻷﺨﺫ‬ ‫ﻤﻊ‬‫ﺍﻹﺠﻬـﺎﺩ‬ ‫ﺴـﺒﻕ‬ ‫ﻭﺼﻠﺏ‬ ‫ﺍﻟﺨﺭﺴﺎﻨﺔ‬ ‫ﻓﻰ‬ ‫ﺍﻹﺠﻬﺎﺩﺍﺕ‬ ‫ﻗﻴﻤﺔ‬ ‫ﺍﻻﻋﺘﺒﺎﺭ‬ ‫ﻓﻰ‬
)‫ﺍﻻﻋﺘﺒﺎﺭ‬ ‫ﻓﻰ‬ ‫ﺍﻟﻔﻭﺍﻗﺩ‬ ‫ﻜل‬ ‫ﺘﺄﺜﻴﺭ‬ ‫ﺃﺨﺫ‬ ‫ﺒﻌﺩ‬(‫ﻴﻤﻜﻥ‬ ‫ﺍﻟﺘﻰ‬ ‫ﺍﻟﻤﺅﺜﺭﺓ‬ ‫ﺍﻟﻘﻭﻯ‬ ‫ﺘﺄﺜﻴﺭ‬ ‫ﺘﺤﺕ‬
‫ﺒﺎﻻﻀﺎﻓﺔ‬ ‫ﺩﺍﺌﻤﺔ‬ ‫ﺍﻋﺘﺒﺎﺭﻫﺎ‬‫ﺇ‬‫ﻭﺍﺴﺘﺭﺨﺎﺀ‬ ‫ﺍﻟﺨﺭﺴﺎﻨﺔ‬ ‫ﻭﺯﺤﻑ‬ ‫ﺍﻨﻜﻤﺎﺵ‬ ‫ﺘﺄﺜﻴﺭ‬ ‫ﺃﺨﺫ‬ ‫ﻟﻰ‬
‫ﺍﻹﺠﻬﺎﺩ‬ ‫ﺴﺒﻕ‬ ‫ﺼﻠﺏ‬.
١٠-٣-٢-٣-٣‫ﻗﻴﻡ‬ ‫ﺘﺘﻌﺩﻯ‬ ‫ﺃﻻ‬ ‫ﻴﺠﺏ‬‫ﺍﻟﺘﺭﺨﻴﻡ‬‫ﺍﻟﺒﻨﺩ‬ ‫ﻓﻰ‬ ‫ﻋﻠﻴﻬﺎ‬ ‫ﺍﻟﻤﻨﺼﻭﺹ‬ ‫ﺍﻟﺤﺩﻭﺩ‬)٤-٣-١.(
١٠-٣-٢-٣-٤‫ﺃﺨـﺫ‬ ‫ﻤـﻊ‬ ‫ﺍﻟﻤﺭﻭﻨﺔ‬ ‫ﻨﻅﺭﻴﺔ‬ ‫ﺍﺴﺘﺨﺩﺍﻡ‬ ‫ﻴﺘﻡ‬ ‫ﻟﻠﺘﺤﺩﺏ‬ ‫ﺍﻟﺤﺭﺠﺔ‬ ‫ﺍﻟﺤﺎﻻﺕ‬ ‫ﺤﺴﺎﺏ‬ ‫ﻋﻨﺩ‬
‫ﺒﺎﻟﻜﺎﻤل‬ ‫ﻟﻠﻘﻁﺎﻉ‬ ‫ﺍﻟﺫﺍﺘﻰ‬ ‫ﺍﻟﻘﺼﻭﺭ‬ ‫ﻋﺯﻡ‬(Ig)‫ﻭ‬ ‫ﺍﻟﺤﺎﻻﺕ‬ ‫ﺠﻤﻴﻊ‬ ‫ﻓﻰ‬‫ﺘﺘﻌﺩﻯ‬ ‫ﺃﻻ‬ ‫ﻴﺠﺏ‬

10. ‫ﺍﳋﺮﺳﺎﻧﻴﺔ‬ ‫ﺍﳌﻨﺸﺂﺕ‬ ‫ﻭﺗﻨﻔﻴﺬ‬ ‫ﻟﺘﺼﻤﻴﻢ‬ ‫ﺍﳌﺼﺮﻯ‬ ‫ﺍﻟﻜﻮﺩ‬٦٢٠٠‫ﺍﻟﻌﺎﺷﺮ‬ ‫ﺍﻟﺒﺎﺏ‬
١٠-١٠
‫ﺍﻟﺤ‬ ‫ﺍﻟﺘﺤﺩﺏ‬ ‫ﻗﻴﻡ‬‫ﻤـﻥ‬ ‫ﺃﻯ‬ ‫ﺃﻭ‬ ‫ﺍﻟﻤﻨـﺸﺄ‬ ‫ﺍﺴـﺘﺨﺩﺍﻡ‬ ‫ﻋﻠﻰ‬ ‫ﺒﺎﻟﺴﺎﻟﺏ‬ ‫ﺘﺅﺜﺭ‬ ‫ﺍﻟﺘﻰ‬ ‫ﺩﻭﺩ‬
‫ﺍﻹﻨﺸﺎﺌﻴﺔ‬ ‫ﻏﻴﺭ‬ ‫ﺃﻭ‬ ‫ﺍﻹﻨﺸﺎﺌﻴﺔ‬ ‫ﻋﻨﺎﺼﺭﻩ‬.
١٠-٣-٣‫ﺍﻟﻘﺼﻭﻯ‬ ‫ﺍﻟﻤﻘﺎﻭﻤﺔ‬ ‫ﺤﺩ‬ ‫ﺤﺎﻟﺔ‬ ‫ﻤﺘﻁﻠﺒﺎﺕ‬
١٠-٣-٣-١‫ﺍﻨﺤﻨﺎﺀ‬ ‫ﻟﻌﺯﻭﻡ‬ ‫ﺍﻟﻤﻌﺭﻀﺔ‬ ‫ﺍﻟﻘﻁﺎﻋﺎﺕ‬
١٠-٣-٣-١-١‫ﺒﺎﺴﺘﺨﺩﺍﻡ‬ ‫ﺍﻹﺠﻬﺎﺩ‬ ‫ﺴـﺎﺒﻕ‬ ‫ﺍﻟﺨﺭﺴﺎﻨﻰ‬ ‫ﻟﻠﻘﻁﺎﻉ‬ ‫ﺍﻷﻗﺼﻰ‬ ‫ﺍﻟﺤﺩﻯ‬ ‫ﺍﻻﻨﺤﻨﺎﺀ‬ ‫ﻋﺯﻡ‬ ‫ﺤﺩﺩ‬‫ﻴ‬
‫ﻁﺭﻴﻘـﺔ‬‫ﺒﺎﻟﺒﻨﺩ‬ ‫ﺍﻟﻤﺫﻜﻭﺭﺓ‬ ‫ﺍﻟﺤــﺩﻭﺩ‬ ‫ﺤـﺎﻻﺕ‬)١٠-٣-١(‫ﻓـﻰ‬ ‫ﺍﻷﺨـﺫ‬ ‫ﻤـﻊ‬
‫ﺸﻜل‬ ‫ﻓﻰ‬ ‫ﻤﻭﻀﺢ‬ ‫ﻫﻭ‬ ‫ﻜﻤﺎ‬ ‫ﺍﻟﻘﻁﺎﻉ‬ ‫ﻋﻠﻰ‬ ‫ﺍﻹﺠﻬﺎﺩﺍﺕ‬ ‫ﺘﻭﺯﻴﻊ‬ ‫ﺍﻻﻋﺘﺒﺎﺭ‬)١٠-٢.(
‫ﺸﻜل‬)١٠-٢(‫ﺍﻟﻘﺼﻭﻯ‬ ‫ﻭﺍﻹﺠﻬﺎﺩﺍﺕ‬ ‫ﺍﻻﻨﻔﻌﺎﻻﺕ‬ ‫ﺘﻭﺯﻴﻊ‬
١٠-٣-٣-١-٢‫ﺍﻹﺠﻬـﺎﺩ‬ ‫ﺴﺒـﻕ‬ ‫ﺼﻠﺏ‬ ‫ﻓﻰ‬ ‫ﺍﻟﻜﻠـﻰ‬ ‫ﺍﻻﻨﻔﻌـﺎل‬ ‫ﺤﺴـﺎﺏ‬ ‫ﻴﺘﻡ‬‫ﺍﻟﻤﺘﻤﺎﺴـﻙ‬εps
‫ﺍﻟﻤﻌ‬ ‫ﻤﻥ‬‫ﺍﻟﺘﺎﻟﻴﺔ‬ ‫ـﺎﺩﻟﺔ‬:
pccepeps ++= εεεε (10-4)
‫ﺤﻴﺙ‬:
εpe=‫ﺃﺨﺫ‬ ‫ﺒﻌﺩ‬ ‫ﺍﻹﺠﻬﺎﺩ‬ ‫ﺴﺒﻕ‬ ‫ﻨﺘﻴﺠﺔ‬ ‫ﺍﻹﺠﻬﺎﺩ‬ ‫ﺴﺒﻕ‬ ‫ﺼﻠﺏ‬ ‫ﻓﻰ‬ ‫ﺍﻻﻨﻔﻌﺎل‬
‫ﺍﻻﻋﺘﺒﺎﺭ‬ ‫ﻓﻰ‬ ‫ﺍﻟﻔﻭﺍﻗﺩ‬ ‫ﻜل‬ ‫ﺘﺄﺜﻴﺭ‬
εce=‫ﺍﻹﺠﻬﺎﺩ‬ ‫ﺴﺒﻕ‬ ‫ﺼﻠﺏ‬ ‫ﻤﺴﺘﻭﻯ‬ ‫ﻋﻨﺩ‬ ‫ﺍﻟﺨﺭﺴﺎﻨﺔ‬ ‫ﻓﻰ‬ ‫ﺍﻻﻨﻔﻌﺎل‬‫ﻨﺘﻴﺠﺔ‬
‫ﺍﻻﻋﺘﺒﺎﺭ‬ ‫ﻓﻰ‬ ‫ﺍﻟﻔﻭﺍﻗﺩ‬ ‫ﻜل‬ ‫ﺘﺄﺜﻴﺭ‬ ‫ﺃﺨﺫ‬ ‫ﺒﻌﺩ‬ ‫ﺍﻹﺠﻬﺎﺩ‬ ‫ﺴﺒﻕ‬
εpc=‫ﺍﻻﻨﻔﻌﺎﻻﺕ‬ ‫ﺘﻭﺍﻓﻕ‬ ‫ﻋﻥ‬ ‫ﺍﻟﻨﺎﺘﺞ‬ ‫ﺍﻹﺠﻬﺎﺩ‬ ‫ﺴﺒﻕ‬ ‫ﺼﻠﺏ‬ ‫ﻓﻰ‬ ‫ﺍﻻﻨﻔﻌﺎل‬
‫ﺍﻻﻨﺤﻨﺎﺀ‬ ‫ﻟﻌﺯﻭﻡ‬ ‫ﺍﻷﻗﺼﻰ‬ ‫ﺍﻟﺤﺩ‬ ‫ﻋﻨﺩ‬

11. ‫ﺍﳋﺮﺳﺎﻧﻴﺔ‬ ‫ﺍﳌﻨﺸﺂﺕ‬ ‫ﻭﺗﻨﻔﻴﺬ‬ ‫ﻟﺘﺼﻤﻴﻢ‬ ‫ﺍﳌﺼﺮﻯ‬ ‫ﺍﻟﻜﻮﺩ‬٦٢٠٠‫ﺍﻟﻌﺎﺷﺮ‬ ‫ﺍﻟﺒﺎﺏ‬
١٠-١١
١٠-٣-٣-١-٣‫ﺍﻹﺠﻬــﺎﺩ‬ ‫ﺴﺒــﻕ‬ ‫ﺼﻠـﺏ‬ ‫ﻓﻰ‬ ‫ﺍﻹﺠﻬﺎﺩ‬ ‫ﺤﺴﺏ‬‫ﻴ‬fps‫ﺍﻟﺤـــﺩﻯ‬ ‫ﺍﻟﻌﺯﻡ‬ ‫ﻋﻨﺩ‬
‫ﺍ‬ ‫ﻟﻼﻨﻔﻌـﺎل‬ ‫ﻭﻓﻘﺎ‬ ‫ﻟﻠﻘﻁـﺎﻉ‬ ‫ﺍﻷﻗﺼـﻰ‬‫ﺒﺎﻟﻤﻌﺎﺩﻟـﺔ‬ ‫ﺍﻟﻤﻌﻁـﻰ‬ ‫ﻟﻜﻠـﻰ‬)١٠-٥(
‫ﺸﻜل‬ ‫ﻓﻰ‬ ‫ﺍﻟﻤﻌﻁﻰ‬ ‫ﺍﻻﺠﻬﺎﺩ‬ ‫ﺴﺒﻕ‬ ‫ﻟﺼﻠﺏ‬ ‫ﺍﻻﻋﺘﺒﺎﺭﻯ‬ ‫ﻭﺍﻟﻤﻨﺤﻨﻰ‬)١٠-١.(
١٠-٣-٣-١-٤‫ﻓﻘﻁ‬ ‫ﺍﻟﺸﺩ‬ ‫ﻨﺎﺤﻴﺔ‬ ‫ﺍﻹﺠﻬﺎﺩ‬ ‫ﺴﺒﻕ‬ ‫ﺼﻠﺏ‬ ‫ﺘﺴﻠﻴﺢ‬ ‫ﺫﺍﺕ‬ ‫ﺍﻟﻘﻁﺎﻋﺎﺕ‬
‫ﺫﺍﺕ‬ ‫ﺍﻟﻤـﺴﺘﻁﻴﻠﺔ‬ ‫ﺍﻟﻘﻁﺎﻋـﺎﺕ‬ ‫ﺤﺎﻟﺔ‬ ‫ﻓﻰ‬ ‫ﺍﻟﻘﻁﺎﻉ‬ ‫ﻟﻤﻘﺎﻭﻤﺔ‬ ‫ﺍﻷﻗﺼﻰ‬ ‫ﺍﻟﺤﺩﻯ‬ ‫ﺍﻟﻌﺯﻡ‬ ‫ﺤﺴﺎﺏ‬ ‫ﻴﻤﻜﻥ‬
‫ﻨﺎﺤﻴﺔ‬ ‫ﺍﻹﺠﻬﺎﺩ‬ ‫ﺴﺒﻕ‬ ‫ﺼﻠﺏ‬ ‫ﺘﺴﻠﻴﺢ‬‫ﺍﻟﺘﺎﻟﻴﺔ‬ ‫ﺍﻟﻤﻌﺎﺩﻟﺔ‬ ‫ﺒﺎﺴﺘﺨﺩﺍﻡ‬ ‫ﻓﻘﻁ‬ ‫ﺍﻟﺸﺩ‬:














γ 2
a
-d
f
A=M p
ps
ps
psu (10-5-a)
‫ﺤﻴﺙ‬dp‫ﺴـﺒﻕ‬ ‫ﺼـﻠﺏ‬ ‫ﺜﻘل‬ ‫ﻤﺭﻜﺯ‬ ‫ﺇﻟﻰ‬ ‫ﻀﻐﻁ‬ ‫ﺇﺠﻬﺎﺩﺍﺕ‬ ‫ﻷﻗﺼﻰ‬ ‫ﺍﻟﻤﻌﺭﻀﺔ‬ ‫ﺍﻷﻟﻴﺎﻑ‬ ‫ﻤﻥ‬ ‫ﺍﻟﻤﺴﺎﻓﺔ‬
‫ﺍﻹﺠﻬﺎﺩ‬.
‫ﻓ‬ ‫ﺍﻟﺸﺩ‬ ‫ﻨﺎﺤﻴﺔ‬ ‫ﺇﻀﺎﻓﻰ‬ ‫ﻋﺎﺩﻯ‬ ‫ﺘﺴﻠﻴﺢ‬ ‫ﺼﻠﺏ‬ ‫ﺍﺴﺘﺨﺩﺍﻡ‬ ‫ﺤﺎﻟﺔ‬ ‫ﻓﻰ‬ ‫ﺃﻤﺎ‬‫ﻋـﺯﻡ‬ ‫ﺤﺴﺎﺏ‬ ‫ﻴﺘﻡ‬ ‫ﺍﻟﻘﻁﺎﻉ‬ ‫ﻰ‬
‫ﺍﻟﺘﺎﻟﻴﺔ‬ ‫ﺍﻟﻤﻌﺎﺩﻟـﺔ‬ ‫ﻤﻥ‬ ‫ﻟﻠﻘﻁﺎﻉ‬ ‫ﺍﻷﻗﺼﻰ‬ ‫ﺍﻻﻨﺤﻨﺎﺀ‬:














γ














γ 2
a
-d
f
A+
2
a
-d
f
A=M
s
y
sp
ps
ps
psu (10-5-b)
‫ﺒﻌـﺩ‬ ‫ﻟﻠﻌـﺯﻭﻡ‬ ‫ﺍﻟﻘﻁﺎﻉ‬ ‫ﻤﻘﺎﻭﻤﺔ‬ ‫ﻋﻠﻰ‬ ‫ﺍﻟﻘﻁﺎﻉ‬ ‫ﻓﻰ‬ ‫ﻤﻭﺠﻭﺩ‬ ‫ﺘﺴﻠﻴﺢ‬ ‫ﺼﻠﺏ‬ ‫ﺃﻯ‬ ‫ﺘﺄﺜﻴﺭ‬ ‫ﺃﺨﺫ‬ ‫ﻭﻴﻤﻜﻥ‬
‫ﻁﺭﻴﻘﺔ‬ ‫ﺒﻭﺍﺴﻁﺔ‬ ‫ﺒﻪ‬ ‫ﺍﻹﺠﻬﺎﺩ‬ ‫ﺘﺤﺩﻴﺩ‬‫ﺍﻻﻨﻔﻌﺎﻻﺕ‬ ‫ﻭﺘﻭﺍﻓﻕ‬ ‫ﺍﻹﺘﺯﺍﻥ‬.
١٠-٣-٣-١-٥‫ﺴـﺒﻕ‬ ‫ﺼـﻠﺏ‬ ‫ﻓﻰ‬ ‫ﺍﻹﺠﻬﺎﺩ‬ ‫ﻟﺤﺴﺎﺏ‬ ‫ﺍﻟﺘﺎﻟﻴﺔ‬ ‫ﺍﻟﺘﻘﺭﻴﺒﻴﺔ‬ ‫ﺍﻟﻤﻌﺎﺩﻻﺕ‬ ‫ﺍﺴﺘﺨﺩﺍﻡ‬ ‫ﻴﻤﻜﻥ‬
‫ﺍﻹﺠﻬﺎﺩ‬fps.
١٠-٣-٣-١-٥-‫ﺃ‬‫ﺍﻹﺠﻬﺎﺩ‬ ‫ﺴﺒﻕ‬ ‫ﺼﻠﺏ‬ ‫ﻓﻰ‬ ‫ﺍﻹﺠﻬﺎﺩ‬ ‫ﺤﺴﺏ‬‫ﻴ‬fps‫ﺍﻟﻁﺭﻴﻘـﺔ‬ ‫ﻋـﻥ‬ ‫ﺒـﺩﻴل‬ ‫ﻜﺤـل‬
‫ﺒﻨﺩ‬ ‫ﻓﻰ‬ ‫ﺍﻟﻤﺫﻜـﻭﺭﺓ‬)١٠-٣-٣-١-٢،٣(‫ﺍﻟﺼﻠﺏ‬ ‫ﻓﻰ‬ ‫ﺍﻹﺠﻬﺎﺩ‬ ‫ﺃﻻﻴﻘل‬ ‫ﺒﺸﺭﻁ‬
‫ﺍﻻ‬ ‫ﻓﻲ‬ ‫ﺍﻷﺨﺫ‬ ‫ﺒﻌﺩ‬ ‫ﺍﻹﺠﻬﺎﺩ‬ ‫ﺴﺒـﻕ‬ ‫ﻨﺘﻴﺠـﺔ‬‫ﺍﻟﻔﻭﺍﻗـﺩ‬ ‫ﻜل‬ ‫ﺘﺄﺜﻴﺭ‬ ‫ﻋﺘﺒﺎﺭ‬fpe‫ﻋـﻥ‬
‫ﺍﻹﺠﻬﺎﺩ‬ ‫ﺴﺒﻕ‬ ‫ﻟﺼﻠﺏ‬ ‫ﺍﻷﻗﺼﻰ‬ ‫ﺍﻹﺠﻬﺎﺩ‬ ‫ﻨﺼﻑ‬(0.5 fpu).
١-‫ﺍﻟﻤﺘﻤﺎﺴـــــﻙ‬ ‫ﺍﻹﺠﻬﺎﺩ‬ ‫ﺴﺒﻕ‬ ‫ﺼﻠﺏ‬ ‫ﺒﻬﺎ‬ ‫ﻤﺴﺘﺨﺩﻡ‬ ‫ﻟﻘﻁﺎﻋﺎﺕ‬ ‫ﺒﺎﻟﻨﺴﺒﺔ‬
Bonded prestressing tendons)(‫ﺘﺴﻠﻴﺢ‬ ‫ﺼﻠﺏ‬ ‫ﻋﻠﻰ‬ ‫ﻭﺘﺤﺘﻭﻯ‬
(Reinforcement)‫ﻭﺍﻟﺸﺩ‬ ‫ﺍﻟﻀﻐﻁ‬ ‫ﻨﺎﺤﻴﺔ‬.

12. ‫ﺍﳋﺮﺳﺎﻧﻴﺔ‬ ‫ﺍﳌﻨﺸﺂﺕ‬ ‫ﻭﺗﻨﻔﻴﺬ‬ ‫ﻟﺘﺼﻤﻴﻢ‬ ‫ﺍﳌﺼﺮﻯ‬ ‫ﺍﻟﻜﻮﺩ‬٦٢٠٠‫ﺍﻟﻌﺎﺷﺮ‬ ‫ﺍﻟﺒﺎﺏ‬
١٠-١٢
( )
















′µη w-w
d
d
+
0.8f
f
-1f=f
pcu
pu
ppups p
(10-6)
‫ﺤﻴﺙ‬:
ηp=‫ﻜﺎﻵﺘﻰ‬ ‫ﻭﻴﺅﺨﺫ‬ ‫ﺍﻟﺼﻠﺏ‬ ‫ﻨﻭﻉ‬ ‫ﻋﻠﻰ‬ ‫ﻴﻌﺘﻤﺩ‬ ‫ﻤﻌﺎﻤل‬:
٠,٦٨‫ﺤﺎﻟﺔ‬ ‫ﻓﻰ‬)
pu
py
f
f
‫ﻋﻥ‬ ‫ﻻﺘﻘل‬٠,٨٠(
٠,٥٠‫ﺤﺎﻟﺔ‬ ‫ﻓﻰ‬)
pu
py
f
f
‫ﻋﻥ‬ ‫ﻻﺘﻘل‬٠,٨٥(
٠,٣٥‫ﺤﺎﻟﺔ‬ ‫ﻓﻰ‬)
pu
py
f
f
‫ﻋﻥ‬ ‫ﻻﺘﻘل‬٠,٩٠(
µp=‫ﻨﺴﺒﺔ‬‫ﺼﻠﺏ‬‫ﺍ‬ ‫ﺴﺒﻕ‬‫ﻹ‬‫ﻭﺘـﺴﺎﻭﻯ‬ ‫ﺍﻟﺨﺭﺴـﺎﻨﻰ‬ ‫ﺍﻟﻘﻁـﺎﻉ‬ ‫ﻓﻰ‬ ‫ﺠﻬﺎﺩ‬
d.b
A
p
ps
w=‫ﻓـﻰ‬ ‫ﹰ‬‫ﺎ‬‫ﻤﻀﺭﻭﺒ‬ ‫ﺍﻟﺨﺭﺴﺎﻨﻰ‬ ‫ﺍﻟﻘﻁﺎﻉ‬ ‫ﻓﻰ‬ ‫ﺍﻟﺸﺩ‬ ‫ﺘﺴﻠﻴﺢ‬ ‫ﺼﻠﺏ‬ ‫ﻨﺴﺒﺔ‬
‫ﺍﻟﻤﻤﻴﺯﺓ‬ ‫ﺍﻟﻀﻐﻁ‬ ‫ﻤﻘﺎﻭﻤﺔ‬ ‫ﺇﻟﻰ‬ ‫ﺍﻟﺘﺴﻠﻴﺢ‬ ‫ﻟﺼﻠﺏ‬ ‫ﺍﻟﺨﻀﻭﻉ‬ ‫ﺇﺠﻬﺎﺩ‬ ‫ﻨﺴﺒﺔ‬
‫ﻭﺘﺴﺎﻭﻯ‬ ‫ﻟﻠﺨﺭﺴﺎﻨﺔ‬
f
f
cu
y
µ
w′=‫ﺍﻟﺨﺭﺴﺎﻨ‬ ‫ﺍﻟﻘﻁﺎﻉ‬ ‫ﻓﻰ‬ ‫ﺍﻟﻀﻐﻁ‬ ‫ﺘﺴﻠﻴﺢ‬ ‫ﺼﻠﺏ‬ ‫ﻨﺴﺒﺔ‬‫ﻓﻰ‬ ‫ﹰ‬‫ﺎ‬‫ﻤﻀﺭﻭﺒ‬ ‫ﻰ‬
‫ﺍﻟﻤﻤﻴﺯﺓ‬ ‫ﺍﻟﻀﻐﻁ‬ ‫ﻤﻘﺎﻭﻤﺔ‬ ‫ﺇﻟﻰ‬ ‫ﺍﻟﺘﺴﻠﻴﺢ‬ ‫ﻟﺼﻠﺏ‬ ‫ﺍﻟﺨﻀﻭﻉ‬ ‫ﺇﺠﻬﺎﺩ‬ ‫ﻨﺴﺒﺔ‬
‫ﻭﺘﺴﺎﻭﻯ‬ ‫ﻟﻠﺨﺭﺴﺎﻨﺔ‬
f
f
cu
y
µ′
‫ﺤﻴﺙ‬:
d.b
As
=µ
d.b
As′
=µ′
b=‫ﻋﺭﺽ‬‫ﺍﻟﻘﻁﺎﻉ‬‫ﺍﻟﻤﺴﺘﻁﻴﻠﺔ‬ ‫ﺍﻟﻘﻁﺎﻋﺎﺕ‬ ‫ﺤﺎﻟﺔ‬ ‫ﻓﻰ‬
٢-‫ﻷﺨﺫ‬‫ﺍﻟﺘﺴ‬ ‫ﺼﻠﺏ‬ ‫ﺘﺄﺜﻴﺭ‬‫ﺍﻟﺤـﺩﻯ‬ ‫ﺍﻟﻌـﺯﻡ‬ ‫ﺤـﺴﺎﺏ‬ ‫ﻓﻰ‬ ‫ﺍﻟﻀﻐﻁ‬ ‫ﻨﺎﺤﻴﺔ‬ ‫ﻠﻴﺢ‬
‫ﺍﻷﻗﺼﻰ‬Mu‫ﺍﻻﻋﺘﺒـﺎﺭ‬ ‫ﻓﻰ‬ ‫ﺍﻟﻘﻁﺎﻉ‬ ‫ﻟﻤﻘﺎﻭﻤﺔ‬‫ﺍﻟﻘﻴﻤـﺔ‬ ‫ﺘﻘـل‬ ‫ﺃﻻ‬ ‫ﻴﺠـﺏ‬
‫ﺍﻟﻤﻌﺎﺩﻟﺔ‬ ‫ﻤﻥ‬ ‫ﺍﻟﻤﺤﺴﻭﺒﺔ‬)١٠-٧(‫ﺍﻟﻤﻌﺎﺩﻟـﺔ‬ ‫ﻓﻰ‬ ‫ﺍﻟﺘﻌﻭﻴﺽ‬ ‫ﻋﻨﺩ‬)١٠-٦(
‫ﻋﻥ‬٠,١٧‫ﺘﺯﻴﺩ‬ ‫ﺃﻻ‬ ‫ﻴﺠﺏ‬ ‫ﻜﻤﺎ‬d´‫ﻋﻠﻰ‬0.15dp‫ﺍﻓﺘﺭﺍﺽ‬ ‫ﺘﻡ‬ ‫ﺃﻨﻪ‬ ‫ﺤﻴﺙ‬

13. ‫ﺍﳋﺮﺳﺎﻧﻴﺔ‬ ‫ﺍﳌﻨﺸﺂﺕ‬ ‫ﻭﺗﻨﻔﻴﺬ‬ ‫ﻟﺘﺼﻤﻴﻢ‬ ‫ﺍﳌﺼﺮﻯ‬ ‫ﺍﻟﻜﻮﺩ‬٦٢٠٠‫ﺍﻟﻌﺎﺷﺮ‬ ‫ﺍﻟﺒﺎﺏ‬
١٠-١٣
‫ﻤـﻥ‬ ‫ﺃﻜﺒـﺭ‬ ‫ﺃﻭ‬ ‫ﻴﺴﺎﻭﻯ‬ ‫ﺍﻟﻀﻐﻁ‬ ‫ﺘﺴﻠﻴﺢ‬ ‫ﺼﻠﺏ‬ ‫ﻓﻰ‬ ‫ﺍﻻﻨﻔﻌﺎل‬ ‫ﺃﻥ‬‫ﺍﻨﻔﻌـﺎل‬
‫ﺍﻟﺨﻀﻭﻉ‬.
( ) 0.17w-w
d
d
+
0.8f
.f
pcu
pup
≥
















′
µ
(10-7)
١٠-٣-٣-١-٥-‫ﺏ‬‫ﻟﻠﻘﻁـﺎﻉ‬ ‫ﺍﻟﺤﺩﻯ‬ ‫ﺍﻟﻌﺯﻡ‬ ‫ﻋﻨﺩ‬ ‫ﺍﻹﺠﻬﺎﺩ‬ ‫ﺴﺒﻕ‬ ‫ﺼﻠﺏ‬ ‫ﻓﻲ‬ ‫ﺍﻹﺠﻬــﺎﺩ‬ ‫ﻴﺤﺴﺏ‬Mu
‫ﺍﻹ‬ ‫ﺍﻟﻌﻨﺎﺼﺭﺴﺎﺒﻘﺔ‬ ‫ﺤﺎﻟﺔ‬ ‫ﻓﻰ‬‫ﺍﻟﻤﺘﻤﺎﺴـﻙ‬ ‫ﻏﻴـﺭ‬ ‫ﺍﻹﺠﻬﺎﺩ‬ ‫ﺴﺒﻕ‬ ‫ﻭﺒﺼﻠﺏ‬ ‫ﺠﻬـﺎﺩ‬
(Unbonded prestressing tendons)‫ﺇﻟﻰ‬ ‫ﺍﻟﺒﺤﺭ‬ ‫ﻨﺴﺒﺔ‬ ‫ﺘﻜﻭﻥ‬ ‫ﻭﺒﺤﻴﺙ‬
‫ﻋﻠﻰ‬ ‫ﻻﺘﺯﻴﺩ‬ ‫ﺍﻟﻔﻌﺎل‬ ‫ﺍﻟﻌﻤﻕ‬٣٥‫ﺍﻟﺘﺎﻟﻴﺔ‬ ‫ﺍﻟﻤﻌﺎﺩﻟﺔ‬ ‫ﻤﻥ‬:








µp
cu
peps
125
0.8f
+70+f=f N / mm2
(10-8)
‫ﺃﻻ‬ ‫ﻭﺒﺸــﺭﻁ‬‫ﺘﺯﻴـﺩ‬fps‫ﻋﻠﻰ‬fpy‫ﺃﻭ‬( fpe + 420)‫ﻋﻠـﻰ‬ ‫ﺃﻗل‬ ‫ﺃﻴﻬﻤﺎ‬
‫ﺒﺎﻟﻨﻴﻭﺘﻥ‬ ‫ﺍﻹﺠﻬﺎﺩ‬ ‫ﻭﺤﺩﺓ‬ ‫ﺘﻜﻭﻥ‬ ‫ﺃﻥ‬/‫ﻤﻡ‬٢
.
١٠-٣-٣-١-٥-‫ﺠـ‬‫ﺍﻟﺤــــﺩﻯ‬ ‫ﺍﻟﻌﺯﻡ‬ ‫ﻋﻨﺩ‬ ‫ﺍﻹﺠﻬﺎﺩ‬ ‫ﺴــﺒﻕ‬ ‫ﺼﻠﺏ‬ ‫ﻓﻰ‬ ‫ﺍﻹﺠﻬﺎﺩ‬ ‫ﺤﺴﺏ‬‫ﻴ‬Mu
‫ﻭﺒﺤﻴﺙ‬ ‫ﺍﻟﻤﺘﻤﺎﺴﻙ‬ ‫ﻏﻴﺭ‬ ‫ﺍﻹﺠـــﻬﺎﺩ‬ ‫ﺴــﺒﻕ‬ ‫ﺼـﻠﺏ‬ ‫ﺫﺍﺕ‬ ‫ﺍﻟﻌﻨﺎﺼﺭ‬ ‫ﻭﻓﻰ‬
‫ﻤﻥ‬ ‫ﺃﻜﺒﺭ‬ ‫ﺍﻟﻌﻤﻕ‬ ‫ﺍﻟﻰ‬ ‫ﺍﻟﺒﺤﺭ‬ ‫ﻨﺴﺒﺔ‬ ‫ﺘﻜﻭﻥ‬٣٥‫ﺍﻟﻤﻌﺎﺩﻟﻪ‬ ‫ﻤﻥ‬‫ﺍﻟﺘﺎﻟﻴﺔ‬:








µp
cu
peps
753
f
+70+f=f N / mm2
(10-9)
‫ﺃﻻ‬ ‫ﻭﺒﺸــﺭﻁ‬‫ﺘﺯﻴـﺩ‬fps‫ﻋﻠﻰ‬fpy‫ﺃﻭ‬( fpe + 200 )‫ﻋﻠﻰ‬ ‫ﺃﻗل‬ ‫ﺃﻴﻬﻤﺎ‬
‫ﺒﺎﻟﻨﻴﻭﺘﻥ‬ ‫ﺍﻹﺠﻬﺎﺩ‬ ‫ﻭﺤﺩﺓ‬ ‫ﺘﻜﻭﻥ‬ ‫ﺃﻥ‬/‫ﻤﻡ‬٢
.
١٠-٣-٣-١-٦‫ﺍﻟﻌﺎﺩﻯ‬ ‫ﺍﻟﺘﺴﻠﻴﺢ‬ ‫ﻭﺼﻠﺏ‬ ‫ﺍﻹﺠﻬﺎﺩ‬ ‫ﺴﺒﻕ‬ ‫ﺼﻠﺏ‬ ‫ﻤﻘﻁﻊ‬ ‫ﻟﻤﺴﺎﺤﺔ‬ ‫ﺍﻟﻘﺼﻭﻯ‬ ‫ﺍﻟﺤﺩﻭﺩ‬
١٠-٣-٣-١-٦-‫ﺃ‬‫ﺍﻹﺠﻬﺎﺩ‬ ‫ﺴﺒﻕ‬ ‫ﺼﻠﺏ‬ ‫ﻨﺴﺒﺔ‬ ‫ﺘﺅﺨﺫ‬µp‫ﺍ‬ ‫ﺍﻟﺘﺴﻠﻴﺢ‬ ‫ﺼﻠﺏ‬ ‫ﻭﻨﺴﺒﺔ‬‫ﻓﻰ‬ ‫ﺍﻟﻤﻭﺠﻭﺩ‬ ‫ﻟﻌﺎﺩﻯ‬
‫ﺍﻟﻤﻌﺎﺩﻟﺔ‬ ‫ﻟﺘﺤﻘﻴﻕ‬ ‫ﺍﻟﻘﻁﺎﻉ‬)١٠-١٠(‫ﻁﺒﻘﺎ‬ ‫ﺍﻟﻘﺼﻭﻯ‬ ‫ﺍﻟﻤﻘﺎﻭﻤـﺔ‬ ‫ﺤﺴـﺎﺏ‬ ‫ﻴﺘﻡ‬ ‫ﻤﺎﻟﻡ‬
‫ﻟﻠﺒﻨﺩ‬)١٠-٣-٣-١-٦-‫ﺏ‬.(

14. ‫ﺍﳋﺮﺳﺎﻧﻴﺔ‬ ‫ﺍﳌﻨﺸﺂﺕ‬ ‫ﻭﺗﻨﻔﻴﺬ‬ ‫ﻟﺘﺼﻤﻴﻢ‬ ‫ﺍﳌﺼﺮﻯ‬ ‫ﺍﻟﻜﻮﺩ‬٦٢٠٠‫ﺍﻟﻌﺎﺷﺮ‬ ‫ﺍﻟﺒﺎﺏ‬
١٠-١٤
wp ≤ 0.28 (10-10a)
( ) 0.28w-w
d
d
+w
p
p ≤








′








(10-10b)
( ) 0.28w-w
d
d
+w ww
p
pw
≤








′








(10-10c)
‫ﺤﻴﺙ‬:
cu
ps
p
ps
cu
ps
pp
f
f
d.b
A
f
f
w =µ=‫ﺒﻌﺭﺽ‬ ‫ﻤﺴﺘﻁﻴل‬ ‫ﻟﻘﻁﺎﻉ‬b
‫ﻭ‬wpw‫ﻭ‬ww‫ﻭ‬w′w‫ﺸﻔــﺔ‬ ‫ﺫﺍﺕ‬ ‫ﻟﻠﻘﻁﺎﻋﺎﺕ‬ ‫ﺘﺴﻠﻴﺢ‬ ‫ﻨﺴﺏ‬ ‫ﻫﻰ‬
‫ﺘﺸﺎﺒﻪ‬ ‫ﻀﻐﻁ‬wp‫ﻭ‬w‫ﻭ‬w′‫ﻟﻠﻘﻁﺎﻋﺎﺕ‬
‫ﻤﻊ‬ ‫ﺍﻟﻤﺴﺘﻁﻴﻠﺔ‬‫ﺍﺴﺘﺨﺩﺍﻡ‬‫ﺍﻟﻌﺼﺏ‬ ‫ﻋﺭﺽ‬b
‫ﺍﻟ‬ ‫ﺍﻟﺘﺴﻠﻴﺢ‬ ‫ﻭﻤﺴﺎﺤﺔ‬‫ﻤﻘﺎﻭﻤﺔ‬ ‫ﻟﺘﺤﻘﻴﻕ‬ ‫ﺘﻜﻔﻰ‬ ‫ﺘﻰ‬
‫ﻟﻠﻀﻐﻁ‬ ‫ﺍﻟﻜﻠﻴﺔ‬ ‫ﺍﻟﻌﺼﺏ‬.
١٠-٣-٣-١-٦-‫ﺏ‬‫ﺤﺎﻟﺔ‬ ‫ﻓﻰ‬‫ﺇ‬‫ﺍﻟﺒﻨـــﺩ‬ ‫ﻓـﻰ‬ ‫ﺍﻟﻤﺫﻜﻭﺭﻩ‬ ‫ﻤﻥ‬ ‫ﺃﻋﻠﻰ‬ ‫ﺼﻠـﺏ‬ ‫ﻨﺴﺒــــﺔ‬ ‫ﺴﺘﺨﺩﺍﻡ‬
)١٠-٣-٣-١-٦-‫ﺃ‬(‫ﺒﺎﺴـﺘﺨﺩﺍﻡ‬ ‫ﺘﺤـﺴﺏ‬ ‫ﺍﻟﺨﺭﺴﺎﻨﻰ‬ ‫ﺍﻟﻘﻁﺎﻉ‬ ‫ﻤﻘﺎﻭﻤـﺔ‬ ‫ﻓﺈﻥ‬
‫ﺍﻻﻨﻔﻌﺎﻻﺕ‬ ‫ﺘﻭﺍﻓﻕ‬ ‫ﻁﺭﻴﻘﺔ‬.
١٠-٣-٣-١-٦-‫ﻭﺼﻠﺏ‬ ‫ﺍﻹﺠﻬﺎﺩ‬ ‫ﺴﺒﻕ‬ ‫ﺼﻠﺏ‬ ‫ﻟﻨﺴﺒﺔ‬ ‫ﻗﻴﻤﺔ‬ ‫ﺃﻗل‬ ‫ﹸﺤﺴﺏ‬‫ﺘ‬ ‫ﺠـ‬‫ﻓـﻰ‬ ‫ﺍﻟﻌﺎﺩﻯ‬ ‫ﺍﻟﺘﺴﻠﻴﺢ‬
‫ﺘﺘﻌﺩﻯ‬ ‫ﻟﻠﻘﻁﺎﻉ‬ ‫ﻗﺼﻭﻯ‬ ‫ﻤﻘﺎﻭﻤﺔ‬ ‫ﺘﺤﻘﻕ‬ ‫ﺃﻥ‬ ‫ﻋﻠﻰ‬ ‫ﺍﻟﺨﺭﺴﺎﻨﻰ‬ ‫ﺍﻟﻘﻁﺎﻉ‬١,٢‫ﻤﺭﺓ‬
‫ﺒ‬ ‫ﻤﺤﺴـﻭﺒﺎ‬ ‫ﻟﻠﻘﻁﺎﻉ‬ ‫ﺍﻟﺘﺸﺭﺥ‬ ‫ﺤﺩ‬‫ﺎ‬‫ﺍﻟﺸﺩ‬ ‫ﻓﻰ‬ ‫ﺍﻟﺨﺭﺴﺎﻨﺔ‬ ‫ﻤﻘﺎﻭﻤﺔ‬ ‫ﺴﺘﺨـــﺩﺍﻡ‬
fctr‫ﻟﻠﺒﻨﺩ‬ ‫ﻁﺒﻘﺎ‬)٤-٣-١-٤(‫ﺍﻟﺘﺎﻟﻴﺘﻴﻥ‬ ‫ﺍﻟﺤﺎﻟﺘﻴﻥ‬ ‫ﻋﻠﻰ‬ ‫ﺍﻟﺸﺭﻁ‬ ‫ﻫﺫﺍ‬ ‫ﻭﻻﻴﻨﻁﺒﻕ‬:
‫ﺃ‬–‫ﻭﻏ‬ ‫ﻻﺤــــﻕ‬ ‫ﺇﺠﻬﺎﺩ‬ ‫ﺴــــﺒﻕ‬ ‫ﺫﺍﺕ‬ ‫ﺍﻟﺒﻼﻁﺎﺕ‬‫ﻤﺘﻤﺎﺴـﻙ‬ ‫ﻴـﺭ‬
(Unbonded post-tensioned).
‫ﺏ‬–‫ﻭﺍﻟﻘـﺹ‬ ‫ﻟﻠﻌـﺯﻭﻡ‬ ‫ﻤﻘﺎﻭﻤﺔ‬ ‫ﻭﺫﺍﺕ‬ ‫ﺍﻨﺤﻨﺎﺀ‬ ‫ﻟﻌﺯﻭﻡ‬ ‫ﺍﻟﻤﻌﺭﻀﺔ‬ ‫ﺍﻟﻌﻨﺎﺼﺭ‬
‫ﺍﻟﺤﺴﺎﺒﺎﺕ‬ ‫ﻤﻥ‬ ‫ﺍﻟﻤﻁﻠﻭﺒﺔ‬ ‫ﺍﻟﻘﻴﻤﺔ‬ ‫ﻀﻌﻑ‬.

15. ‫ﺍﳋﺮﺳﺎﻧﻴﺔ‬ ‫ﺍﳌﻨﺸﺂﺕ‬ ‫ﻭﺗﻨﻔﻴﺬ‬ ‫ﻟﺘﺼﻤﻴﻢ‬ ‫ﺍﳌﺼﺮﻯ‬ ‫ﺍﻟﻜﻮﺩ‬٦٢٠٠‫ﺍﻟﻌﺎﺷﺮ‬ ‫ﺍﻟﺒﺎﺏ‬
١٠-١٥
١٠-٣-٣-١-٧‫ﺍﻟﺸﺩ‬ ‫ﻤﺴﺒﻕ‬ ‫ﻏﻴﺭ‬ ‫ﻤﺘﻤﺎﺴﻙ‬ ‫ﻟﺼﻠﺏ‬ ‫ﻨﺴﺒﺔ‬ ‫ﺃﻗل‬)‫ﻋﺎﺩﻯ‬ ‫ﺘﺴﻠﻴﺢ‬ ‫ﺼﻠﺏ‬(‫ﺍﻟﻌﻨﺎﺼﺭ‬ ‫ﻓﻰ‬
‫ﻤﺘﻤﺎﺴﻙ‬ ‫ﻏﻴﺭ‬ ‫ﺇﺠﻬﺎﺩ‬ ‫ﺴﺒﻕ‬ ‫ﺼﻠﺏ‬ ‫ﺫﺍﺕ‬.
‫ﻤﺘﻤ‬ ‫ﺘﺴﻠﻴﺢ‬ ‫ﺼﻠﺏ‬ ‫ﻭﻀﻊ‬ ‫ﻴﺠﺏ‬‫ﺍﻟﺸﺩ‬ ‫ﻤﺴﺒﻕ‬ ‫ﻏﻴﺭ‬ ‫ﺎﺴﻙ‬)‫ﻋﺎﺩﻯ‬ ‫ﺘﺴﻠﻴﺢ‬ ‫ﺼﻠﺏ‬(‫ﺤﺎﻟﺔ‬ ‫ﻓﻰ‬
‫ﻜﻤﺎ‬ ‫ﻤﺘﻤﺎﺴــﻙ‬ ‫ﻏﻴﺭ‬ ‫ﺇﺠــﻬﺎﺩ‬ ‫ﺴﺒﻕ‬ ‫ﺼﻠﺏ‬ ‫ﺒﻬﺎ‬ ‫ﺍﻟﻤﺴﺘــﺨﺩﻡ‬ ‫ﺍﻻﻨﺸﺎﺌﻴﺔ‬ ‫ﺍﻟﻌﻨﺎﺼﺭ‬
‫ﻓﻰ‬ ‫ﻤﻭﻀــﺢ‬ ‫ﻫﻭ‬)١٠-٣-٣-١-٧-‫ﺃ‬(‫ﻭ‬)١٠-٣-٣-١-٧-‫ﺏ‬.(
١٠-٣-٣-١-٧-‫ﺃ‬‫ﺍﻟﻌﻨﺎﺼـﺭ‬ ‫ﺤﺎﻟـﺔ‬ ‫ﻓـﻰ‬ ‫ﺍﻟﺸﺩ‬ ‫ﻤﺴﺒﻕ‬ ‫ﻏﻴﺭ‬ ‫ﺍﻟﻤﺘﻤﺎﺴﻙ‬ ‫ﻟﻠﺼﻠﺏ‬ ‫ﻨﺴﺒﺔ‬ ‫ﺃﻗل‬ ‫ﺘﺅﺨﺫ‬
‫ﺇﺠﻬﺎﺩ‬ ‫ﺴﺒﻕ‬ ‫ﺼﻠﺏ‬ ‫ﺒﻬﺎ‬ ‫ﺍﻟﻤﺴﺘﺨﺩﻡ‬‫ﻜﻤﺎﻴﻠﻰ‬ ‫ﻤﺘﻤﺎﺴﻙ‬ ‫ﻏﻴﺭ‬:
As = 0.004 A (10-11a )
‫ﺤﻴﺙ‬:
A=‫ﻭﻤﺤﻭﺭ‬ ‫ﺍﻟﺸﺩ‬ ‫ﻤﻨﻁﻘﺔ‬ ‫ﺴﻁﺢ‬ ‫ﺒﻴﻥ‬ ‫ﺍﻟﻤﺤﺼﻭﺭ‬ ‫ﺍﻟﺠﺯﺀ‬ ‫ﻗﻁﺎﻉ‬ ‫ﻤﺴﺎﺤﻪ‬
‫ﺜﻘﻠﻪ‬ ‫ﺒﻤﺭﻜﺯ‬ ‫ﺍﻟﻤﺎﺭ‬ ‫ﺍﻟﻘﻁﺎﻉ‬c.g..‫ﺍﻟﻤﺘﻤﺎﺴﻙ‬ ‫ﺍﻟﺼﻠﺏ‬ ‫ﺘﻭﺯﻴﻊ‬ ‫ﻭﻴﺘﻡ‬
‫ﻤﺎﻴ‬ ‫ﺍﻗﺭﺏ‬ ‫ﹰ‬‫ﺎ‬‫ﻤﻨﺘﻅﻤ‬ ‫ﺘﻭﺯﻴﻌﺎ‬‫ﺍﻟﻤﻌﺭﻀﺔ‬ ‫ﺍﻟﺨﺭﺴﺎﻨﻴﺔ‬ ‫ﻟﻸﺠﺯﺍﺀ‬ ‫ﻤﻜﻥ‬
‫ﺍﻟﺨﺎﺭﺠﻴﺔ‬ ‫ﺍﻷﺤﻤﺎل‬ ‫ﻨﺘﻴﺠﺔ‬ ‫ﺸﺩ‬ ‫ﺇﺠﻬﺎﺩﺍﺕ‬ ‫ﻗﻴﻡ‬ ‫ﻷﻗﺼﻰ‬.
١٠-٣-٣-١-٧-‫ﺏ‬‫ﺫﺍﺕ‬ ‫ﺍﻟﻤـﺼﻤﺘﺔ‬ ‫ﺍﻟﻼﻜﻤﺭﻴﺔ‬ ‫ﺍﻟﺒﻼﻁﺎﺕ‬ ‫ﻭ‬ ‫ﺍﻻﺘﺠﺎﻫﻴﻥ‬ ‫ﺫﺍﺕ‬ ‫ﺍﻟﺒﻼﻁﺎﺕ‬ ‫ﺤﺎﻟﺔ‬ ‫ﻓﻰ‬
‫ﺍﻟـﺸﺩ‬ ‫ﻤﺴﺒﻕ‬ ‫ﻏﻴﺭ‬ ‫ﺍﻟﻤﺘﻤﺎﺴﻙ‬ ‫ﺍﻟﺘﺴﻠﻴﺢ‬ ‫ﻟﺼﻠﺏ‬ ‫ﻗﻴﻤﺔ‬ ‫ﺃﻗل‬ ‫ﺘﺅﺨﺫ‬ ‫ﺍﻟﺜﺎﺒﺕ‬ ‫ﺍﻟﺴﻤﻙ‬
)‫ﻋﺎﺩﻯ‬ ‫ﺘﺴﻠﻴﺢ‬ ‫ﺼﻠﺏ‬(‫ﻜﺎﻟﺘﺎﻟﻰ‬:
١-‫ﻤﻨﻁﻘ‬ ‫ﻓﻰ‬‫ﺍﻟﻤﻭﺠﺒﺔ‬ ‫ﺍﻟﻌﺯﻭﻡ‬ ‫ﺔ‬‫ﺍﻟﺘﺴﻠﻴﺢ‬ ‫ﺼﻠﺏ‬ ‫ﻤﻥ‬ ‫ﺃﺩﻨﻰ‬ ‫ﺤﺩ‬ ‫ﻭﻀﻊ‬ ‫ﻴﺠﺏ‬
‫ﺍﻟﺸﺩ‬ ‫ﻤﺴﺒﻕ‬ ‫ﻏﻴﺭ‬ ‫ﺍﻟﻤﺘﻤﺎﺴﻙ‬)‫ﻋﺎﺩﻯ‬ ‫ﺘﺴﻠﻴﺢ‬ ‫ﺼﻠﺏ‬(‫ﺒﺤﻴـﺙ‬ ‫ﺒﺎﻟﻘﻁـﺎﻉ‬
‫ﺍﻵﺘﻴﺔ‬ ‫ﺍﻟﻤﻌﺎﺩﻟﻪ‬ ‫ﻴﺤﻘﻕ‬:
y
c
s
f0.5
N
=A (10-11b)
‫ﺤﻴﺙ‬:Nc‫ﻗﻭﻯ‬ ‫ﻗﻴﻤـﺔ‬ ‫ﻫﻰ‬‫ﺍﻟﺸـﺩ‬‫ﺍﻟﺘﺸــﻐﻴل‬ ‫ﺃﺤﻤﺎل‬ ‫ﻋﻥ‬ ‫ﺍﻟﻨﺎﺘﺠﺔ‬)‫ﺍﻟﺩﺍﺌﻤﺔ‬
‫ﻭﺍﻟﺤﻴﺔ‬(‫ﺍﻟﺸﺩ‬ ‫ﻤﻨﻁﻘﺔ‬ ‫ﻓﻰ‬ ‫ﺍﻟﺘﺴـﻠﻴﺢ‬ ‫ﺼﻠﺏ‬ ‫ﻭﻴﻭﺯﻉ‬(Pre-compressed
tensile zone)‫ﻓـﻰ‬ ‫ﻴﻤﻜـﻥ‬ ‫ﻤـﺎ‬ ‫ﺃﻗﺭﺏ‬ ‫ﻴﻜﻭﻥ‬ ‫ﺒﺤﻴﺙ‬ ‫ﻤﻨﺘﻅﻤﺂ‬ ‫ﺘﻭﺯﻴﻌﺎ‬
‫ﺇﺠﻬﺎﺩﺍﺕ‬ ‫ﻗﻴﻡ‬ ‫ﻷﻗﺼﻰ‬ ‫ﺍﻟﻤﻌﺭﻀﺔ‬ ‫ﺍﻷﺠﺯﺍﺀ‬‫ﺸﺩ‬.‫ﻗﻴﻤﺔ‬ ‫ﺘﺘﻌﺩﻯ‬ ‫ﺃﻻ‬ ‫ﻭﻴﺠﺏ‬fy
‫ﺍﻟﻘﻴﻤﺔ‬٤٠٠‫ﻨﻴﻭﺘﻥ‬/‫ﻤﻡ‬٢
.

16. ‫ﺍﳋﺮﺳﺎﻧﻴﺔ‬ ‫ﺍﳌﻨﺸﺂﺕ‬ ‫ﻭﺗﻨﻔﻴﺬ‬ ‫ﻟﺘﺼﻤﻴﻢ‬ ‫ﺍﳌﺼﺮﻯ‬ ‫ﺍﻟﻜﻮﺩ‬٦٢٠٠‫ﺍﻟﻌﺎﺷﺮ‬ ‫ﺍﻟﺒﺎﺏ‬
١٠-١٦
٢-‫ﺍﻟﺴﺎﻟﺒ‬ ‫ﺍﻟﻌﺯﻭﻡ‬ ‫ﻤﻨﻁﻘﺔ‬ ‫ﻓﻰ‬‫ﺘـﺴﻠﻴﺢ‬ ‫ﺼـﻠﺏ‬ ‫ﻭﻀﻊ‬ ‫ﻴﺠﺏ‬ ‫ﺍﻷﻋﻤﺩﺓ‬ ‫ﻋﻨﺩ‬ ‫ﺔ‬
‫ﻋﻥ‬ ‫ﻻﻴﻘل‬ ‫ﻤﺘﻤﺎﺴﻙ‬:
Lt0.00075=A ss (10-11c)
‫ﺤﻴﺙ‬:
ts=‫ﺍﻟﺒﻼﻁﺔ‬ ‫ﺴﻤﻙ‬
L=‫ﺍﻟﻤﻁﻠـﻭﺏ‬ ‫ﺍﻟﺘـﺴﻠﻴﺢ‬ ‫ﻟﺼﻠﺏ‬ ‫ﺍﻟﻤﻭﺍﺯﻯ‬ ‫ﺍﻹﺘﺠﺎﻩ‬ ‫ﻓﻰ‬ ‫ﺍﻟﺒﺤﺭ‬ ‫ﻁﻭل‬
‫ﻋ‬ ‫ﻋﻠﻰ‬ ‫ﺍﻟﺼﻠﺏ‬ ‫ﻫﺫﺍ‬ ‫ﻭﻴﻭﺯﻉ‬ ‫ﺤﺴﺎﺒﻪ‬‫ﻟـ‬ ‫ﻤﺴﺎﻭﻯ‬ ‫ﺍﻟﺒﻼﻁﺔ‬ ‫ﻤﻥ‬ ‫ﺭﺽ‬
(c+3ts)‫ﺤﻴﺙ‬c‫ﺍﻟﻌﻤﻭﺩ‬ ‫ﻋﺭﺽ‬ ‫ﻫﻭ‬.‫ﻋـﺩﺩ‬ ‫ﻴﻘـل‬ ‫ﺃﻻ‬ ‫ﻭﻴﺠـﺏ‬
‫ﺍﻷﺴـﻴﺎﺥ‬ ‫ﺒﻴﻥ‬ ‫ﺍﻟﻤﺴﺎﻓﺔ‬ ‫ﻭﻻﺘﺯﻴﺩ‬ ‫ﺍﺘﺠﺎﻩ‬ ‫ﻜل‬ ‫ﻓﻰ‬ ‫ﺃﺭﺒﻌﺔ‬ ‫ﻋﻥ‬ ‫ﺍﻷﺴﻴﺎﺥ‬
‫ﻋﻠﻰ‬٣٠٠‫ﻤﻡ‬.
١٠-٣-٣-١-٨‫ﺠﺎﻨﺒﻰ‬ ‫ﺤﺩﻴﺩ‬ ‫ﺘﻭﺍﺠﺩ‬ ‫ﻤﻥ‬ ‫ﺒﺩ‬ ‫ﻻ‬ ‫ﺍﻹﺠﻬﺎﺩ‬ ‫ﻤﺴﺒﻘﺔ‬ ‫ﺍﻟﻜﻤﺭﺍﺕ‬ ‫ﻓﻰ‬(Side bars)‫ﻻ‬
‫ﻋﻥ‬ ‫ﺒﻴﻨﻪ‬ ‫ﺍﻟﻤﺴﺎﻓﺔ‬ ‫ﺘﺯﻴﺩ‬٣٠‫ﺴﻡ‬.
١٠-٣-٣-٢‫ﺍﻻﺠﻬﺎﺩ‬ ‫ﺴﺒﻕ‬ ‫ﻟﺼﻠﺏ‬ ‫ﺍﻻﻨﺘﻘﺎل‬ ‫ﻭﻁﻭل‬ ‫ﺍﻟﺘﻤﺎﺴﻙ‬ ‫ﻁﻭل‬
‫ﺍﻹﺠﻬﺎﺩ‬ ‫ﺴﺒﻕ‬ ‫ﺼﻠﺏ‬ ‫ﻟﺠﺩﺍﺌل‬ ‫ﺒﺎﻟﻨﺴﺒﺔ‬)3 or 7 Wire prestressing strands(‫ﻁﻭل‬ ‫ﻴﺅﺨﺫ‬
‫ﺍﻟﺘﻤﺎﺴﻙ‬Ld‫ﺍﻟﺘﺎﻟﻴﺔ‬ ‫ﺍﻟﻤﻌﺎﺩﻟﺔ‬ ‫ﻤﻥ‬:
7
f
3
2
-f=L+L=L pepsatd
φ






mm (10-12)
‫ﺤﻴﺙ‬:Lt‫ﺍﻻﻨﺘﻘﺎل‬ ‫ﻁﻭل‬ ‫ﻫﻭ‬(Transfer length)‫ﻴﻠﻰ‬ ‫ﻟﻤﺎ‬ ‫ﹰ‬‫ﺎ‬‫ﻁﺒﻘ‬ ‫ﺤﺴﺎﺒﻪ‬ ‫ﻭﻴﺘﻡ‬:
73
f
=L
pe
t
φ








mm (10-13-a)
‫ﻭ‬La‫ﺒﺎﻟﻌﻼﻗﺔ‬ ‫ﻭﺍﻟﻤﻌﻁﻰ‬ ‫ﺍﻟﺤﺭﺝ‬ ‫ﺍﻟﻘﻁﺎﻉ‬ ‫ﺒﻌﺩ‬ ‫ﺍﻟﻁﻭل‬ ‫ﻫﻭ‬:
( ) 7
f-f=L pepsa
φ
mm (10-13-b)
‫ﺤﻴﺙ‬φ‫ﺍﻟﻜﺎﺒل‬ ‫ﻗﻁﺭ‬ ‫ﻫﻭ‬(Tendon)‫ﺒﻴﻨﻤﺎ‬ ‫ﻤﻡ‬ ‫ﺒﻭﺤﺩﺍﺕ‬fpe‫ﻭ‬fps‫ﻥ‬ ‫ﺒﻭﺤﺩﺍﺕ‬/‫ﻤﻡ‬٢
.
١٠-٣-٣-٣‫ﺍﻟﻘـــﺹ‬

17. ‫ﺍﳋﺮﺳﺎﻧﻴﺔ‬ ‫ﺍﳌﻨﺸﺂﺕ‬ ‫ﻭﺗﻨﻔﻴﺬ‬ ‫ﻟﺘﺼﻤﻴﻢ‬ ‫ﺍﳌﺼﺮﻯ‬ ‫ﺍﻟﻜﻮﺩ‬٦٢٠٠‫ﺍﻟﻌﺎﺷﺮ‬ ‫ﺍﻟﺒﺎﺏ‬
١٠-١٧
١٠-٣-٣-٣-١‫ﺤﻴﺙ‬ ‫ﺍﻟﻜﻤﺭﺍﺕ‬ ‫ﺘﺤﺕ‬ ‫ﺍﻟﻤﺒﺎﺸﺭﺓ‬ ‫ﺍﻟﺭﻜﺎﺌﺯ‬ ‫ﺤﺎﻻﺕ‬ ‫ﻭﻓﻰ‬ ‫ﺍﻹﺠﻬﺎﺩ‬ ‫ﺴﺎﺒﻘﺔ‬ ‫ﺍﻟﻜﻤﺭﺍﺕ‬ ‫ﻓﻰ‬
‫ﺍﻻ‬ ‫ﻟﻬﺫﺍ‬ ‫ﻨﺘﻴﺠﺔ‬ ‫ﻴﺘﻭﻟﺩ‬‫ﺭﺘﻜﺎﺯ‬‫ﺍ‬‫ﻴﺴﻤﺢ‬ ‫ﻟﻠﻜﻤﺭﺓ‬ ‫ﺍﻟﺴﻔﻠﻰ‬ ‫ﺍﻟﺤﺎﻓﺔ‬ ‫ﻋﻠﻰ‬ ‫ﻋﻤﻭﺩﻯ‬ ‫ﻨﻀﻐﺎﻁ‬
‫ﺍﻟﺩﺍﺨﻠﻰ‬ ‫ﺍﻟﺭﻜﻴﺯﺓ‬ ‫ﻭﺠﻪ‬ ‫ﻤﻥ‬ ‫ﻤﺴﺎﻓﺔ‬ ‫ﻋﻠﻰ‬ ‫ﺍﻟﻤﺅﺜﺭ‬ ‫ﺍﻟﻘﺹ‬ ‫ﺇﺠﻬﺎﺩ‬ ‫ﺤﺴﺎﺏ‬ ‫ﻴﻜﻭﻥ‬ ‫ﺒﺄﻥ‬
‫ﺍﻟﻜﻤﺭﺓ‬ ‫ﺍﺭﺘﻔﺎﻉ‬ ‫ﻨﺼﻑ‬ ‫ﺘﺴﺎﻭﻯ‬t / 2‫ﺍﻟﺠـﺫﻉ‬ ‫ﻋـﺭﺽ‬ ‫ﻓﻰ‬ ‫ﺘﻐﻴﺭ‬ ‫ﺃﻭل‬ ‫ﻋﻨﺩ‬ ‫ﺃﻭ‬
)‫ﹰ‬‫ﺎ‬‫ﺤﺭﺠ‬ ‫ﺃﻜﺜﺭ‬ ‫ﺃﻴﻬﻤﺎ‬.(
١٠-٣-٣-٣-٢‫ﺍﻻﻋﺘﺒﺎﺭﻴﺔ‬ ‫ﺍﻟﻘﺹ‬ ‫ﻤﻘﺎﻭﻤﺔ‬
‫ﺃ‬-‫ﺍﻟﻌﻼﻗﺔ‬ ‫ﻤﻥ‬ ‫ﻟﻠﻘﺹ‬ ‫ﺍﻷﻗﺼﻰ‬ ‫ﺍﻻﺠﻬﺎﺩ‬ ‫ﻴﺤﺴﺏ‬:
p
u
u
bd
Q
q = (10-14)
‫ﺤﻴﺙ‬Qu‫ﻭﺍﻟﺤﻴﺔ‬ ‫ﺍﻟﺩﺍﺌﻤﺔ‬ ‫ﺍﻷﺤﻤﺎل‬ ‫ﻤﻥ‬ ‫ﺍﻟﻨﺎﺘﺠﺔ‬ ‫ﺍﻟﻘﺼﻭﻯ‬ ‫ﺍﻟﻘﺹ‬ ‫ﻗﻭﻯ‬ ‫ﻫﻰ‬،‫ﺍﻟﻌﻤﻕ‬ ‫ﺤﺴﺏ‬‫ﻴ‬‫ﻭ‬
‫ﺍﻟﻔﻌﺎل‬dp‫ﻤﺭﻜﺯ‬ ‫ﺇﻟﻰ‬ ‫ﻟﻠﻀﻐﻁ‬ ‫ﻨﻘﻁﺔ‬ ‫ﺃﻗﺼﻰ‬ ‫ﻤﻥ‬ ‫ﺍﻟﻤﺴﺎﻓﺔ‬ ‫ﺃﻨﻪ‬ ‫ﺃﺴﺎﺱ‬ ‫ﻋﻠﻰ‬‫ﺘـﺴﻠﻴﺢ‬
‫ﻴﺴﺎﻭﻯ‬ ‫ﻴﺅﺨﺫ‬ ‫ﺃﻭ‬ ‫ﺍﻹﺠﻬﺎﺩ‬ ‫ﺴﺒﻕ‬0.8 t‫ﺃﻜﺒﺭ‬ ‫ﺃﻴﻬﻤﺎ‬.
‫ﺍﻟﻤﻭﺠﻭﺩﺓ‬ ‫ﺍﻟﻔﺘﺤﺎﺕ‬ ‫ﺘﺄﺜﻴﺭ‬ ‫ﺍﻻﻋﺘﺒﺎﺭ‬ ‫ﻓﻰ‬ ‫ﺍﻷﺨﺫ‬ ‫ﻤﺭﺍﻋﺎﺓ‬ ‫ﻤﻊ‬‫ﺒﺎﻟﻌﻨﺼﺭ‬.
‫ﺏ‬-‫ﺍﻹﺠﻬـﺎﺩ‬ ‫ﺴـﺎﺒﻘﺔ‬ ‫ﺍﻟﺨﺭﺴـﺎﻨﻴﺔ‬ ‫ﻟﻠﻌﻨﺎﺼﺭ‬ ‫ﺍﻻﻋﺘﺒﺎﺭﻴﺔ‬ ‫ﺍﻟﻘﺹ‬ ‫ﺇﺠﻬﺎﺩﺍﺕ‬ ‫ﻗﻴﻤﺔ‬ ‫ﺘﺯﻴﺩ‬ ‫ﺃﻥ‬ ‫ﻴﺠﻭﺯ‬ ‫ﻻ‬
‫ﺍﻟﺘﺎﻟﻴﺔ‬ ‫ﺍﻟﻘﻴﻤﺔ‬ ‫ﻋﻥ‬ ‫ﻟﻰ‬ ‫ﺒﻌﺯﻭﻡ‬ ‫ﻤﺼﺤﻭﺒﺔ‬ ‫ﺃﻭ‬ ‫ﻤﺼﺤﻭﺒﺔ‬ ‫ﻏﻴﺭ‬ ‫ﻗﺹ‬ ‫ﻟﻘﻭﻯ‬ ‫ﺍﻟﻤﻌﺭﻀﺔ‬:
c
cu
u
f
75.0maxq
γ
= (10-15)
‫ﺃﻗﺼﻰ‬ ‫ﻭﺒﺤﺩ‬٤,٥٠‫ﻨﻴﻭﺘﻥ‬/‫ﻤﻡ‬٢
.
١٠-٣-٣-٣-٣‫ﺍﻻﻋ‬ ‫ﺍﻟﻘﻴﻤﺔ‬‫ﺍﻟﻘﺹ‬ ‫ﻹﺠﻬﺎﺩ‬ ‫ﺍﻟﺨﺭﺴﺎﻨﺔ‬ ‫ﻟﻤﻘﺎﻭﻤﺔ‬ ‫ﺘﺒﺎﺭﻴﺔ‬
‫ﺃ‬-‫ﻓ‬‫ﻋﻠﻰ‬ ‫ﺍﻟﻔﻌﺎﻟﺔ‬ ‫ﺍﻹﺠﻬﺎﺩ‬ ‫ﺴﺒﻕ‬ ‫ﻗﻭﺓ‬ ‫ﻓﻴﻬﺎ‬ ‫ﺘﺯﻴﺩ‬ ‫ﺍﻟﺘﻰ‬ ‫ﺍﻟﻌﻨﺎﺼﺭ‬ ‫ﻰ‬٤٠%‫ﺍﻟـﺸــﺩ‬ ‫ﻤﻘﺎﻭﻤـﺔ‬ ‫ﻤﻥ‬
‫ﺩﻗﺔ‬ ‫ﺃﻜﺜﺭ‬ ‫ﺤﺴﺎﺒﺎﺕ‬ ‫ﻋﻤل‬ ‫ﻋﺩﻡ‬ ‫ﺤﺎﻟﺔ‬ ‫ﻭﻓﻰ‬ ‫ﺍﻻﻨﺤﻨﺎﺀ‬ ‫ﻟﺘﺴـﻠﻴﺢ‬‫ﻟﻠﺒﻨﺩ‬ ‫ﹰ‬‫ﺎ‬‫ﻁﺒﻘ‬)‫ﺏ‬(‫ﺤﺴﺎﺏ‬ ‫ﻴﻤﻜﻥ‬qcu
‫ﻴﻠﻰ‬ ‫ﻜﻤﺎ‬ ‫ﹰ‬‫ﺎ‬‫ﺘﻘﺭﻴﺒﻴ‬:








+
γ
=
u
pu
c
cu
cu
M
d.Q6.3f
045.0q N/mm2
(10-16)

18. ‫ﺍﳋﺮﺳﺎﻧﻴﺔ‬ ‫ﺍﳌﻨﺸﺂﺕ‬ ‫ﻭﺗﻨﻔﻴﺬ‬ ‫ﻟﺘﺼﻤﻴﻢ‬ ‫ﺍﳌﺼﺮﻯ‬ ‫ﺍﻟﻜﻮﺩ‬٦٢٠٠‫ﺍﻟﻌﺎﺷﺮ‬ ‫ﺍﻟﺒﺎﺏ‬
١٠-١٨
‫ﻗﻴﻤﺔ‬ ‫ﺘﻘل‬ ‫ﺃﻻ‬ ‫ﻭﻴﺠﺏ‬qcu‫ﻋﻥ‬ccu γ/f24.0‫ﻋﻠﻰ‬ ‫ﺘﺯﻴﺩ‬ ‫ﻭﻻ‬ccu γ/f375.0‫ﺃﻻ‬ ‫ﻴﺠﺏ‬ ‫ﻜﻤﺎ‬
‫ﻗﻴﻤﺔ‬ ‫ﺘﺯﻴﺩ‬Qu. dp / Mu‫ﺤﻴﺙ‬ ‫ﻭﺍﺤﺩ‬ ‫ﻋﻠﻰ‬Mu‫ﺍﻟﺤﺭﺝ‬ ‫ﺍﻟﻤﻘﻁﻊ‬ ‫ﻋﻨﺩ‬ ‫ﺍﻷﻗﺼﻰ‬ ‫ﺍﻟﻌﺯﻡ‬ ‫ﻗﻴﻤﺔ‬ ‫ﻫﻰ‬
‫ﺍﻟﻘﺹ‬ ‫ﻓﻰ‬.
‫ﺏ‬-‫ﹸ‬‫ﺘ‬‫ﻟﻠﺨﺭﺴﺎﻨﺔ‬ ‫ﺍﻻﻋﺘﺒﺎﺭﻴﺔ‬ ‫ﺍﻟﻘــﺹ‬ ‫ﻤﻘﺎﻭﻤــﺔ‬ ‫ﺤﺴﺏ‬qcu‫ﻟﻠ‬ ‫ﹰ‬‫ﺎ‬‫ﻁﺒـﻘ‬‫ﺒﻨﺩﻴـــﻥ‬)‫ﺏ‬-١(‫ﻭ‬)‫ﺏ‬-٢(
‫ﻗﻴﻤﺔ‬ ‫ﻭﺘﻜﻭﻥ‬qcu‫ﺍﻟﻘﻴﻤﺘﻴﻥ‬ ‫ﻤﻥ‬ ‫ﺍﻷﺼﻐﺭ‬qcw‫ﻭ‬qci.
‫ﺏ‬-١‫ﺍﻟﻘﺹ‬ ‫ﻤﻘﺎﻭﻤﺔ‬ ‫ﺘﺤﺴﺏ‬qci‫ﺍﻟﺘﺎﻟﻴﺔ‬ ‫ﺍﻟﻤﻌﺎﺩﻟﺔ‬ ‫ﻤﻥ‬:
qci = 0.045 





++
γ max
cr
id
c
cu
M
M
qq80.0
f
N/mm2
(10-17a)
‫ﺘﻘل‬ ‫ﺃﻻ‬ ‫ﻭﻴﺠﺏ‬qci‫ﻋﻥ‬ccu /f24.0 γ‫ﺤﻴﺙ‬fcu‫ﻥ‬ ‫ﺒﻭﺤﺩﺍﺕ‬/‫ﻤﻡ‬٢
‫ﺤﻴﺙ‬:
Mmax=‫ﻋﺯﻭﻡ‬‫ﺍﻟﺨﺎﺭﺠﻴﺔ‬ ‫ﻟﻸﺤﻤﺎل‬ ‫ﻨﺘﻴﺠﺔ‬ ‫ﺍﻟﻘﻁﺎﻉ‬ ‫ﻋﻨﺩ‬ ‫ﺍﻟﻘﺼﻭﻯ‬ ‫ﺍﻻﻨﺤﻨﺎﺀ‬
qi=‫ﺍﻹ‬‫ﻟﻸﺤﻤـﺎل‬ ‫ﻨﺘﻴﺠﺔ‬ ‫ﺍﻟﻘﻁﺎﻉ‬ ‫ﻋﻨﺩ‬ ‫ﺍﻟﻘﺼﻭﻯ‬ ‫ﺍﻟﻘﺹ‬ ‫ﻗﻭﻯ‬ ‫ﻋﻥ‬ ‫ﺍﻟﻨﺎﺘﺠﺔ‬ ‫ﺠﻬﺎﺩﺍﺕ‬
‫ﻟﻠﻌﺯﻡ‬ ‫ﺍﻟﻤﺼﺎﺤﺒﺔ‬ ‫ﺍﻟﺨﺎﺭﺠﻴﺔ‬Mmax.
qd=‫ﻤﻌـﺎﻤﻼﺕ‬ ‫ﺇﺴﺘﺨﺩﺍﻡ‬ ‫ﺒﺩﻭﻥ‬ ‫ﺃﻯ‬ ‫ﺍﻟﺩﺍﺌﻤﺔ‬ ‫ﺍﻟﺘﺸﻐﻴل‬ ‫ﺃﺤﻤﺎل‬ ‫ﻨﺘﻴﺠﺔ‬ ‫ﺍﻟﻘﺹ‬ ‫ﺇﺠﻬﺎﺩ‬
‫ﺍﻷﺤﻤﺎل‬ ‫ﺯﻴﺎﺩﺓ‬
Mcr=‫ﻴﺴﺒﺏ‬ ‫ﺍﻨﺤﻨﺎﺀ‬ ‫ﻋﺯﻡ‬ ‫ﺃﻗل‬‫ﺍﻟﺘﺎﻟﻴﺔ‬ ‫ﺍﻟﻌﻼﻗﺔ‬ ‫ﻤﻥ‬ ‫ﻭﻴﺤﺩﺩ‬ ‫ﺍﻟﺨﺭﺴﺎﻨﺔ‬ ‫ﻓﻰ‬ ‫ﺘﺸﺭﺥ‬:
)fff45.0()
y
I
(M cdpcecu
t
cr −+





= (10-17b)
‫ﺤﻴﺙ‬:
fcd=‫ﻟﻸﺤﻤﺎل‬ ‫ﻨﺘﻴﺠﺔ‬ ‫ﺍﻹﺠﻬﺎﺩ‬‫ﺍﻟﺩﺍﺌﻤﺔ‬‫ﻋﻨﺩ‬ ‫ﺍﻷﺤﻤﺎل‬ ‫ﺯﻴﺎﺩﺓ‬ ‫ﻤﻌﺎﻤﻼﺕ‬ ‫ﺍﺴﺘﺨﺩﺍﻡ‬ ‫ﺒﺩﻭﻥ‬
‫ﺍﻟﺨﺎﺭﺠﻴﺔ‬ ‫ﺍﻷﺤﻤﺎل‬ ‫ﺘﺄﺜﻴﺭ‬ ‫ﺘﺤﺕ‬ ‫ﺸﺩ‬ ‫ﺇﺠﻬﺎﺩ‬ ‫ﻋﻨﺩﻩ‬ ‫ﻴﺤﺩﺙ‬ ‫ﺍﻟﺫﻯ‬ ‫ﺍﻟﻘﻁﺎﻉ‬ ‫ﺤﺭﻑ‬.
fpce=‫ﻓﻰ‬ ‫ﺍﻟﻀﻐﻁ‬ ‫ﺇﺠﻬﺎﺩ‬‫ﻓﻘـﻁ‬ ‫ﺍﻟﻔﻌﺎﻟﺔ‬ ‫ﺍﻹﺠﻬﺎﺩ‬ ‫ﺴﺒﻕ‬ ‫ﻗﻭﻯ‬ ‫ﻨﺘﻴﺠﺔ‬ ‫ﺍﻟﺨﺭﺴﺎﻨﺔ‬)‫ﺒﻌـﺩ‬
‫ﺍﻹﺠﻬﺎﺩ‬ ‫ﺴﺒﻕ‬ ‫ﻓﻰ‬ ‫ﺍﻟﻔﻭﺍﻗﺩ‬ ‫ﺤﺩﻭﺙ‬(‫ﺇﺠﻬـﺎﺩ‬ ‫ﻋﻨﺩﻩ‬ ‫ﻴﺤﺩﺙ‬ ‫ﺍﻟﺫﻯ‬ ‫ﺍﻟﻘﻁﺎﻉ‬ ‫ﺤﺭﻑ‬ ‫ﻓﻰ‬
‫ﺍﻟﺨﺎﺭﺠﻴﺔ‬ ‫ﺍﻷﺤﻤﺎل‬ ‫ﺘﺄﺜﻴﺭ‬ ‫ﺘﺤﺕ‬ ‫ﺸﺩ‬.
yt=‫ﺍﻟﺨﻤﻭل‬ ‫ﻭﻤﺤﻭﺭ‬ ‫ﺍﻷﻗﺼﻰ‬ ‫ﺍﻟﺸﺩ‬ ‫ﺴﻁﺢ‬ ‫ﺒﻴﻥ‬ ‫ﺍﻟﻤﺴﺎﻓﺔ‬)‫ﺍﻟﺘﻌﺎﺩل‬(‫ﺒﺎﻟﻜﺎﻤل‬ ‫ﻟﻠﻘﻁﺎﻉ‬
‫ﺍﻟﺘﺴ‬ ‫ﻭﺼﻠﺏ‬ ‫ﺍﻹﺠﻬﺎﺩ‬ ‫ﺴﺒﻕ‬ ‫ﺼﻠﺏ‬ ‫ﺘﺄﺜﻴﺭ‬ ‫ﺇﻫﻤﺎل‬ ‫ﻤﻊ‬‫ﺍﻟﻌﺎﺩﻯ‬ ‫ﻠﻴﺢ‬.
I=‫ﺴﺒﻕ‬ ‫ﺼﻠﺏ‬ ‫ﺘﺄﺜﻴﺭ‬ ‫ﺇﻫﻤﺎل‬ ‫ﻤﻊ‬ ‫ﺒﺎﻟﻜﺎﻤل‬ ‫ﺍﻟﺨﺭﺴﺎﻨﻰ‬ ‫ﻟﻠﻘﻁﺎﻉ‬ ‫ﺍﻟﺫﺍﺘﻰ‬ ‫ﺍﻟﻘﺼﻭﺭ‬ ‫ﻋﺯﻡ‬
‫ﺍﻹﺠﻬﺎﺩ‬‫ﺍﻟﻌﺎﺩﻯ‬ ‫ﺍﻟﺘﺴﻠﻴﺢ‬ ‫ﻭﺼﻠﺏ‬.

19. ‫ﺍﳋﺮﺳﺎﻧﻴﺔ‬ ‫ﺍﳌﻨﺸﺂﺕ‬ ‫ﻭﺗﻨﻔﻴﺬ‬ ‫ﻟﺘﺼﻤﻴﻢ‬ ‫ﺍﳌﺼﺮﻯ‬ ‫ﺍﻟﻜﻮﺩ‬٦٢٠٠‫ﺍﻟﻌﺎﺷﺮ‬ ‫ﺍﻟﺒﺎﺏ‬
١٠-١٩
‫ﺏ‬–٢‫ﺍﻟﻘﺹ‬ ‫ﻤﻘﺎﻭﻤﺔ‬ ‫ﹸﺤﺴﺏ‬‫ﺘ‬qcw‫ﺍﻟﺘﺎﻟﻴﺔ‬ ‫ﺍﻟﻤﻌﺎﺩﻟﺔ‬ ‫ﻤﻥ‬:
pvqpccf+
cγ
cuf
0.24
cw
q +=










N/mm2
(10-18)
‫ﺤﻴﺙ‬:
qpv=‫ﺍﻟﻨﺎﺘﺞ‬ ‫ﺍﻟﻘﺹ‬ ‫ﺇﺠﻬﺎﺩ‬‫ﺍﻹﺠﻬﺎﺩ‬ ‫ﺴﺒﻕ‬ ‫ﻟﻘﻭﺓ‬ ‫ﺍﻟﺭﺃﺴﻴﺔ‬ ‫ﺍﻟﻤﺭﻜﺒﺔ‬ ‫ﻋﻥ‬‫ﻜل‬ ‫ﺤﺩﻭﺙ‬ ‫ﺒﻌﺩ‬
‫ﻓﻭﺍﻗﺩ‬‫ﺍﻻﺠﻬﺎﺩ‬ ‫ﺴﺒﻕ‬=
cAγ
sinβAf
ps
Ppe
fpcc=‫ﺍﻟﺨﺭﺴﺎﻨﺔ‬ ‫ﻓﻰ‬ ‫ﺍﻟﻀﻐﻁ‬ ‫ﺇﺠﻬﺎﺩ‬)‫ﺍﻹﺠﻬﺎﺩ‬ ‫ﺴﺒﻕ‬ ‫ﻓﻭﺍﻗﺩ‬ ‫ﻜل‬ ‫ﺤﺩﻭﺙ‬ ‫ﺒﻌﺩ‬(‫ﻋﻨـﺩ‬
‫ﺩﺍﺨل‬ ‫ﺍﻟﻤﺭﻜﺯ‬ ‫ﻴﻜﻭﻥ‬ ‫ﻋﻨﺩﻤﺎ‬ ‫ﺒﺎﻟﺒﻼﻁﺔ‬ ‫ﺍﻟﻜﻤﺭﺓ‬ ‫ﺠﺫﻉ‬ ‫ﺇﺘﺼﺎل‬ ‫ﻋﻨﺩ‬ ‫ﺃﻭ‬ ‫ﺍﻟﻘﻁﺎﻉ‬ ‫ﻤﺭﻜﺯ‬
‫ﺍﻟﺒﻼﻁﺔ‬.
β=‫ﺍﻟﻜ‬ ‫ﻤﻴل‬ ‫ﺯﺍﻭﻴﺔ‬‫ﺍﻟﻜﻤﺭﺓ‬ ‫ﻤﺤﻭﺭ‬ ‫ﻋﻠﻰ‬ ‫ﺎﺒل‬.
‫ﻗﻴﻤﺔ‬ ‫ﺃﺨﺫ‬ ‫ﻴﻤﻜﻥ‬ ‫ﺒﺩﻴل‬ ‫ﻭﻜﺤل‬qcw‫ﺍﻷﺤﻤﺎل‬ ‫ﻤﻥ‬ ‫ﺍﻟﻨﺎﺘﺠﺔ‬ ‫ﺍﻟﻘﺹ‬ ‫ﻗﻭﺓ‬ ‫ﻋﻥ‬ ‫ﻴﻨﺘﺞ‬ ‫ﺍﻟﺫﻯ‬ ‫ﻟﻺﺠﻬﺎﺩ‬ ‫ﻤﺴﺎﻭﻴﺔ‬
‫ﺘﺴﺎﻭﻯ‬ ‫ﺭﺌﻴﺴﻴﺔ‬ ‫ﺸﺩ‬ ‫ﺇﺠﻬﺎﺩﺍﺕ‬ ‫ﺘﺴﺒﺏ‬ ‫ﻭﺍﻟﺘﻰ‬ ‫ﻭﺍﻟﺤﻴﺔ‬ ‫ﺍﻟﺩﺍﺌﻤﺔ‬cuf25.0‫ﺃﻭ‬ ‫ﺍﻟﻌﻨﺼﺭ‬ ‫ﻤﺤﻭﺭ‬ ‫ﻋﻨﺩ‬
‫ﺍﻟﻌﻨ‬ ‫ﻤﺤﻭﺭ‬ ‫ﻓﻴﻬﺎ‬ ‫ﻴﻘﻊ‬ ‫ﺍﻟﺘﻰ‬ ‫ﺍﻟﺤﺎﻻﺕ‬ ‫ﻓﻰ‬ ‫ﻭﺍﻟﻌﺼﺏ‬ ‫ﺍﻟﺸﻔﺔ‬ ‫ﺘﻘﺎﻁﻊ‬ ‫ﻋﻨﺩ‬‫ﺍﻟﺸﻔﺔ‬ ‫ﺩﺍﺨل‬ ‫ﺼﺭ‬.
‫ﺏ‬-٣‫ﺍﻟﺸﺩ‬ ‫ﺴﺎﺒﻘﺔ‬ ‫ﺍﻟﻌﻨﺎﺼﺭ‬ ‫ﻓﻰ‬(Pre-tensioned members)‫ﺍﻟﻤﺴﺎﻓﺔ‬ ‫ﻓﻴﻬﺎ‬ ‫ﺘﻜﻭﻥ‬ ‫ﺍﻟﺘﻰ‬t / 2‫ﻤﻥ‬
‫ﺍﻻﻨﺘﻘﺎل‬ ‫ﻁﻭل‬ ‫ﻤﻥ‬ ‫ﺃﻗل‬ ‫ﺍﻟﺭﻜﻴﺯﺓ‬ ‫ﻭﺠﻪ‬Lt‫ﻟﻠﻤﻌﺎﺩﻟـﺔ‬ ‫ﻁﺒﻘﺎ‬ ‫ﻭﺍﻟﻤﺤﺴﻭﺏ‬)١٠-١٣(‫ﺃﻥ‬ ‫ﻴﺠـﺏ‬
‫ﺘﺅﺨﺫ‬‫ﺤﺴﺎﺏ‬ ‫ﻋﻨﺩ‬ ‫ﺍﻟﻤﻨﺎﻅﺭﺓ‬ ‫ﺍﻹﺠﻬﺎﺩ‬ ‫ﺴﺒﻕ‬ ‫ﻗﻭﺓ‬qcw‫ﻗـﻭﺓ‬ ‫ﺃﻥ‬ ‫ﺃﺴﺎﺱ‬ ‫ﻋﻠﻰ‬ ‫ﺍﻟﻘﻭﺓ‬ ‫ﻫﺫﻩ‬ ‫ﻭﺘﺅﺨﺫ‬
‫ﺍﻹﺠ‬ ‫ﺴﺒﻕ‬‫ﻤـﺴﺎﻓـﺔ‬ ‫ﻋﻨـﺩ‬ ‫ﺍﻟﻘـﺼﻭﻯ‬ ‫ﺍﻟﻘﻭﺓ‬ ‫ﺇﻟﻰ‬ ‫ﺍﻟﻜﺎﺒل‬ ‫ﻨﻬﺎﻴﺔ‬ ‫ﻋﻨﺩ‬ ‫ﺼﻔﺭ‬ ‫ﻤﻥ‬ ‫ﹰ‬‫ﺎ‬‫ﺨﻁﻴ‬ ‫ﺘﺯﻴﺩ‬ ‫ﻬﺎﺩ‬
‫ﺍﻻﻨﺘﻘﺎل‬ ‫ﻁﻭل‬ ‫ﺘﺴﺎﻭﻯ‬Lt.
‫ﺏ‬-٤‫ﻴﺠﺏ‬ ‫ﺍﻟﻌﻨﺼﺭ‬ ‫ﻨﻬﺎﻴﺔ‬ ‫ﻗﺒل‬ ‫ﺍﻟﻜﺎﺒﻼﺕ‬ ‫ﺒﻌﺽ‬ ‫ﻓﻴﻬﺎ‬ ‫ﺘﻨﺘﻬﻰ‬ ‫ﺃﻭ‬ ‫ﹸﺭﺒﻁ‬‫ﺘ‬ ‫ﺍﻟﺘﻰ‬ ‫ﺍﻟﺸﺩ‬ ‫ﺴﺎﺒﻘﺔ‬ ‫ﺍﻟﻌﻨﺎﺼﺭ‬ ‫ﻓﻰ‬
‫ﻟﻠﻤﻌﺎﺩﻟﺘﻴ‬ ‫ﹰ‬‫ﺎ‬‫ﻁﺒﻘ‬ ‫ﺍﻟﻘﺹ‬ ‫ﺇﺠﻬﺎﺩ‬ ‫ﺤﺴﺎﺏ‬ ‫ﻋﻨﺩ‬ ‫ﺍﻟﻤﺨﻔﻀﺔ‬ ‫ﺍﻹﺠﻬﺎﺩ‬ ‫ﺴﺒﻕ‬ ‫ﻗﻭﺓ‬ ‫ﺍﻹﻋﺘﺒﺎﺭ‬ ‫ﻓﻰ‬ ‫ﻴﺅﺨﺫ‬ ‫ﺃﻥ‬‫ﻥ‬
)١٠-١٦‫ﺃ‬(‫ﻭ‬)١٠-١٨(‫ﻋﻨﺩ‬ ‫ﺼﻔﺭ‬ ‫ﻤﻥ‬ ‫ﹰ‬‫ﺎ‬‫ﺨﻁﻴ‬ ‫ﺘﺘﻐﻴﺭ‬ ‫ﺍﻹﺠﻬﺎﺩ‬ ‫ﺴﺒﻕ‬ ‫ﻗﻭﺓ‬ ‫ﺃﻥ‬ ‫ﺍﻋﺘﺒﺎﺭ‬ ‫ﻴﻤﻜﻥ‬ ‫ﻭ‬
‫ﺍﻹﻨﺘﻘﺎل‬ ‫ﻁﻭل‬ ‫ﺘﺴﺎﻭﻯ‬ ‫ﻤﺴﺎﻓﺔ‬ ‫ﻋﻨﺩ‬ ‫ﺍﻟﻘﺼﻭﻯ‬ ‫ﺍﻟﻘﻴﻤﺔ‬ ‫ﺇﻟﻰ‬ ‫ﺍﻟﻜﺎﺒل‬ ‫ﻨﻬﺎﻴﺔ‬Lt.
‫ﺏ‬-٥‫ﻟﻠﺤﻘـﻥ‬ ‫ﺃﺠﺭﺒـﺔ‬ ‫ﻋﻠـﻰ‬ ‫ﺘﺤﺘﻭﻯ‬ ‫ﺍﻟﺘﻰ‬ ‫ﺍﻷﻋﺼﺎﺏ‬ ‫ﻓﻰ‬ ‫ﺍﻟﻘﺹ‬ ‫ﻤﻘﺎﻤﺔ‬ ‫ﺤﺴﺎﺏ‬ ‫ﻋﻨﺩ‬)Grouted
ducts(‫ﺒﻘﻁﺭ‬φ‫ﻋﻠﻰ‬ ‫ﻴﺯﻴﺩ‬
8
b w
‫ﺤﻴﺙ‬bw‫ﻋﺭﺽ‬ ‫ﻴﺅﺨﺫ‬ ‫ﺃﻥ‬ ‫ﻴﺠﺏ‬ ‫ﺍﻟﻌﺼﺏ‬ ‫ﻋﺭﺽ‬ ‫ﻫﻭ‬

20. ‫ﺍﳋﺮﺳﺎﻧﻴﺔ‬ ‫ﺍﳌﻨﺸﺂﺕ‬ ‫ﻭﺗﻨﻔﻴﺬ‬ ‫ﻟﺘﺼﻤﻴﻢ‬ ‫ﺍﳌﺼﺮﻯ‬ ‫ﺍﻟﻜﻮﺩ‬٦٢٠٠‫ﺍﻟﻌﺎﺷﺮ‬ ‫ﺍﻟﺒﺎﺏ‬
١٠-٢٠
‫ﹰ‬‫ﺎ‬‫ﻤﺴﺎﻭﻴ‬ ‫ﺍﻟﻔﻌﺎل‬ ‫ﺍﻟﻌﺼﺏ‬(bw – 0.5 Σφ)‫ﺤﻴﺙ‬Σφ‫ﻋﻨـﺩ‬ ‫ﺍﻷﺠﺭﺒـﺔ‬ ‫ﺃﻗﻁـﺎﺭ‬ ‫ﻤﺠﻤﻭﻉ‬ ‫ﻫﻭ‬
‫ﺍﻟﻜﺎﺒﻼﺕ‬ ‫ﻤﻥ‬ ‫ﻋﺩﺩ‬ ‫ﺃﻜﺒﺭ‬ ‫ﻋﻠﻰ‬ ‫ﻴﺤﺘﻭﻯ‬ ‫ﺍﻟﺫﻯ‬ ‫ﺍﻟﻤﺴﺘﻭﻯ‬.
١٠-٣-٣-٣-٤‫ﻟﻠﻘﺹ‬ ‫ﺍﻻﻋﺘﺒﺎﺭﻴﺔ‬ ‫ﺍﻟﻘﺼﻭﻯ‬ ‫ﺍﻟﺠﺫﻋﻰ‬ ‫ﺍﻟﺘﺴﻠﻴﺢ‬ ‫ﺼﻠﺏ‬ ‫ﻤﻘﺎﻭﻤﺔ‬
‫ﺍﻟﻘﺼﻭﻯ‬ ‫ﺍﻟﻘﺹ‬ ‫ﺇﺠﻬﺎﺩﺍﺕ‬ ‫ﺯﺍﺩﺕ‬ ‫ﺇﺫﺍ‬qu‫ﻭﺍﻟﻤﺤﺴ‬‫ﺍﻟﻘﻁـﺎﻉ‬ ‫ﻋﻠﻰ‬ ‫ﺍﻟﻤﺅﺜﺭﻩ‬ ‫ﺍﻟﻘﺹ‬ ‫ﻗﻭﻯ‬ ‫ﻤﻥ‬ ‫ﻭﺒﺔ‬
‫ﻟﻠﺒﻨﺩ‬ ‫ﹰ‬‫ﺎ‬‫ﻁﺒﻘ‬)١٠-٣-٣-٣-٢(‫ﻟﻠﺨﺭﺴﺎﻨﺔ‬ ‫ﺍﻹﻋﺘﺒﺎﺭﻴﺔ‬ ‫ﺍﻟﻤﻘﺎﻭﻤﺔ‬ ‫ﻋﻥ‬qcu‫ﺘـﺴﻠﻴﺢ‬ ‫ﺍﺴﺘﺨﺩﺍﻡ‬ ‫ﻴﻠﺯﻡ‬ ‫ﻓﺈﻨﻪ‬
‫ﻟﻠﺒﻨﺩ‬ ‫ﹰ‬‫ﺎ‬‫ﻁﺒﻘ‬ ‫ﺠﺫﻋﻰ‬)٤-٢-٢-١-٤.(
‫ﺍﻟﺠﺫﻋﻰ‬ ‫ﺍﻟﺘﺴﻠﻴﺢ‬ ‫ﻤﺸﺎﺭﻜﺔ‬ ‫ﻭﺘﺤﺴﺏ‬‫ﻟﻠﻤﻌﺎﺩﻟﺔ‬ ‫ﹰ‬‫ﺎ‬‫ﻁﺒﻘ‬)٤-١٩(
qsu = qu - 0.50 qcu (10-19)
١٠-٣-٣-٤‫ﺍﻟﻠـــﻰ‬
١٠-٣-٣-٤-١‫ﻟﻠﺒﻨﺩ‬ ‫ﹰ‬‫ﺎ‬‫ﻁﺒﻘ‬ ‫ﺘﺤﺩﺩ‬ ‫ﺍﻟﻠﻰ‬ ‫ﻟﻌﺯﻭﻡ‬ ‫ﺍﻟﺤﺭﺠﺔ‬ ‫ﺍﻟﻘﻁﺎﻋﺎﺕ‬)٤-٢-٣-١.(
١٠-٣-٣-٤-٢‫ﺍﻟﻠـﻰ‬ ‫ﻋـﺯﻭﻡ‬ ‫ﻋـﻥ‬ ‫ﺍﻟﻨﺎﺘﺠــﺔ‬ ‫ﺍﻟﻘﺼﻭﻯ‬ ‫ﺍﻟﻘﺹ‬ ‫ﺇﺠﻬﺎﺩﺍﺕ‬qtu‫ﹰ‬‫ﺎ‬‫ﻁﺒﻘـ‬ ‫ﺘﺤـﺩﺩ‬
‫ﻟﻠﺒﻨــــﺩ‬)٤-٢-٣-٢.(
١٠-٣-٣-٤-٣‫ﺇ‬ ‫ﺍﻟﻠﻰ‬ ‫ﻋﺯﻭﻡ‬ ‫ﺘﺄﺜﻴﺭ‬ ‫ﺇﻫﻤﺎل‬ ‫ﻴﻤﻜﻥ‬‫ﺃﻗل‬ ‫ﻋﻨﻪ‬ ‫ﺍﻟﻨﺎﺘﺠﺔ‬ ‫ﺍﻟﻘﺹ‬ ‫ﺇﺠﻬﺎﺩﺍﺕ‬ ‫ﻤﻘﺩﺍﺭ‬ ‫ﻜﺎﻥ‬ ‫ﺫﺍ‬
‫ﺍﻟﻤﻌﺎﺩﻟﺔ‬ ‫ﻤﻥ‬ ‫ﺍﻟﻤﺤﺴﻭﺒﺔ‬ ‫ﺘﻠﻙ‬ ‫ﻤﻥ‬:








γ
)
f25.0
f
(+1
f
0.06=q
cu
pcc
c
cu
tu N/mm2
(10-20)
١٠-٣-٣-٤-٤‫ﻗـﺹ‬ ‫ﻟﻘﻭﻯ‬ ‫ﺍﻟﻤﻌﺭﻀﺔ‬ ‫ﺍﻻﺠﻬﺎﺩ‬ ‫ﺴﺎﺒﻘﺔ‬ ‫ﺍﻟﺨﺭﺴﺎﻨﻴﺔ‬ ‫ﻟﻠﻘﻁﺎﻋﺎﺕ‬ ‫ﺍﻟﺨﺭﺴﺎﻨﻴﺔ‬ ‫ﺍﻷﺒﻌﺎﺩ‬
‫ﻴﺠﺏ‬ ‫ﻁﻭﻟﻰ‬ ‫ﺒﺘﺴﻠﻴﺢ‬ ‫ﻭﺍﻟﻤﺴﻠﺤﺔ‬ ‫ﻟﻰ‬ ‫ﻋﺯﻭﻡ‬ ‫ﺇﻟﻰ‬ ‫ﺒﺎﻹﻀﺎﻓﺔ‬‫ﺍﻟﻌﻼﻗـﺔ‬ ‫ﺘـﺴﺘﻭﻓﻰ‬ ‫ﺃﻥ‬
‫ﺍﻟﺘﺎﻟﻴﺔ‬:
‫ﺍﻟﻤﺼﻤﺘﺔ‬ ‫ﺍﻟﻘﻁﺎﻋﺎﺕ‬ ‫ﻓﻰ‬
( ) ( )2
tu
2
u q+q ≤ qu max (10-20a)
‫ﺍﻟﺼﻨﺩﻭﻗﻴﺔ‬ ‫ﺍﻟﻘﻁﺎﻋﺎﺕ‬ ‫ﻓﻰ‬
qu + qtu ≤ qu max (10-20b)

21. ‫ﺍﳋﺮﺳﺎﻧﻴﺔ‬ ‫ﺍﳌﻨﺸﺂﺕ‬ ‫ﻭﺗﻨﻔﻴﺬ‬ ‫ﻟﺘﺼﻤﻴﻢ‬ ‫ﺍﳌﺼﺮﻯ‬ ‫ﺍﻟﻜﻮﺩ‬٦٢٠٠‫ﺍﻟﻌﺎﺷﺮ‬ ‫ﺍﻟﺒﺎﺏ‬
١٠-٢١
‫ﺤﻴﺙ‬)qumax(‫ﺍﻟﻘﻁﺎﻋـﺎﺕ‬ ‫ﻓـﻰ‬ ‫ﺒﻬﺎ‬ ‫ﺍﻟﻤﺴﻤﻭﺡ‬ ‫ﺍﻟﻘﺼﻭﻯ‬ ‫ﺍﻟﻘﺹ‬ ‫ﺇﺠﻬﺎﺩﺍﺕ‬ ‫ﻫﻰ‬
‫ﹰ‬‫ﺎ‬‫ﻁﺒﻘ‬ ‫ﻭﺘﺤﺴﺏ‬ ‫ﺍﻹﺠﻬﺎﺩ‬ ‫ﺴﺎﺒﻘﺔ‬ ‫ﺍﻟﺨﺭﺴﺎﻨﻴﺔ‬‫ﻟﻠﻤﻌﺎﺩﻟﺔ‬)١٠-١٥(
١٠-٣-٣-٤-٥‫ﻤﺼﺤﻭﺒﺔ‬ ‫ﻟﻰ‬ ‫ﻋﺯﻭﻡ‬ ‫ﻋﻥ‬ ‫ﺍﻟﻨﺎﺘﺠﺔ‬ ‫ﺍﻟﻘﺹ‬ ‫ﺇﺠﻬﺎﺩﺍﺕ‬ ‫ﻟﻤﻘﺎﻭﻤﺔ‬ ‫ﺍﻟﻼﺯﻡ‬ ‫ﺍﻟﺘﺴﻠﻴﺢ‬ ‫ﺼﻠﺏ‬
‫ﻗﺹ‬ ‫ﺒﻘﻭﻯ‬
‫ﺃ‬–‫ﺍﻟﻤﺤﺴﻭﺒﺔ‬ ‫ﺍﻹﺠﻬﺎﺩﺍﺕ‬ ‫ﻗﻴﻤﺔ‬ ‫ﺯﺍﺩﺕ‬ ‫ﺍﺫﺍ‬qtu‫ﺒﻨﺩ‬)١٠-٣-٣-٤-٢(‫ﺍﻟﻘﻴﻤﺔ‬ ‫ﻋﻥ‬
‫ﺍﻟﻤﻌﺎﺩﻟﺔ‬ ‫ﻤﻥ‬ ‫ﺍﻟﻤﺤﺴﻭﺒﺔ‬)١٠-٢٠) (‫ﺒﻨﺩ‬١٠-٣-٣-٤-٣(‫ﻭﺒﺤﻴﺙ‬‫ﺘﺴﺘﻭﻓﻰ‬
‫ﻟﻠﻘﻁﺎﻉ‬ ‫ﺍﻟﺨﺭﺴﺎﻨﻴﺔ‬ ‫ﺍﻷﺒﻌﺎﺩ‬‫ﺒﺎﻟﺒﻨـﺩ‬ ‫ﺠﺎﺀ‬ ‫ﻤﺎ‬)١٠-٣-٣-٤-٤(‫ﻴﻠـﺯﻡ‬ ‫ﻓﺈﻨـﻪ‬
‫ﺍﻟـﻰ‬ ‫ﺒﺎﻹﻀﺎﻓﺔ‬ ‫ﻤﻘﻔﻠﺔ‬ ‫ﻜﺎﻨﺎﺕ‬ ‫ﻤﻥ‬ ‫ﻤﻜﻭﻥ‬ ‫ﺍﻟﻠﻰ‬ ‫ﻋﺯﻭﻡ‬ ‫ﻟﻤﻘﺎﻭﻤﺔ‬ ‫ﺘﺴﻠﻴﺢ‬ ‫ﺍﺴﺘﺨﺩﺍﻡ‬
‫ﺇﺠﻬـﺎﺩﺍﺕ‬ ‫ﻤﻥ‬ ‫ﻨﺎﺘﺞ‬ ‫ﺘﺴﻠﻴﺢ‬ ‫ﺃﻯ‬ ‫ﺇﻟﻰ‬ ‫ﺍﻟﺘﺴﻠﻴﺢ‬ ‫ﻫﺫﺍ‬ ‫ﺇﻀﺎﻓﺔ‬ ‫ﻭﻴﺠﺏ‬ ‫ﻁﻭﻟﻰ‬ ‫ﺘﺴﻠﻴﺢ‬
‫ﻟﻠﺠﺩﻭل‬ ‫ﹰ‬‫ﺎ‬‫ﻁﺒﻘ‬ ‫ﺍﻟﻘﺹ‬ ‫ﻭﻗﻭﻯ‬ ‫ﺍﻟﻤﺤﻭﺭﻴﺔ‬ ‫ﻭﺍﻟﻘﻭﻯ‬ ‫ﺍﻻﻨﺤﻨﺎﺀ‬ ‫ﻋﺯﻭﻡ‬)٤-٥.(
‫ﺏ‬–‫ﺍﻟﻌﺭﻀﻰ‬ ‫ﺍﻟﺘﺴﻠﻴﺢ‬ ‫ﺼﻠﺏ‬ ‫ﻤﺴﺎﺤﺔ‬‫ﻜﺎﻨﺎﺕ‬ ‫ﻋﻥ‬ ‫ﻋﺒﺎﺭﺓ‬ ‫ﻭﻫﻭ‬ ‫ﺍﻟﻠﻰ‬ ‫ﻟﻤﻘﺎﻭﻤﺔ‬ ‫ﺍﻟﻼﺯﻡ‬
‫ﻴﻠﻰ‬ ‫ﻜﻤﺎ‬ ‫ﺍﻟﻘﻁﺎﻉ‬ ‫ﻓﻰ‬ ‫ﺍﻟﻜﺎﻨﺔ‬ ‫ﻓﺭﻉ‬ ‫ﻤﺴﺎﺤﺔ‬ ‫ﻭﺘﺤﺩﺩ‬ ‫ﻤﻠﺤﻭﻤﺔ‬ ‫ﺸﺒﻜﺎﺕ‬ ‫ﺃﻭ‬ ‫ﻤﻘﻔﻠﺔ‬:
θ







γ
cot
f
A2
sM
=A
s
yst
o
.tu
str (10-21)

22. ‫ﺍﳋﺮﺳﺎﻧﻴﺔ‬ ‫ﺍﳌﻨﺸﺂﺕ‬ ‫ﻭﺗﻨﻔﻴﺬ‬ ‫ﻟﺘﺼﻤﻴﻢ‬ ‫ﺍﳌﺼﺮﻯ‬ ‫ﺍﻟﻜﻮﺩ‬٦٢٠٠‫ﺍﻟﻌﺎﺷﺮ‬ ‫ﺍﻟﺒﺎﺏ‬
١٠-٢٢
‫ﺍﻟﻤﻌﺎﺩﻟﺔ‬ ‫ﺘﺅﻭل‬ ‫ﺍﻟﻤﺴﺘﻁﻴل‬ ‫ﺍﻟﻘﻁﺎﻉ‬ ‫ﺤﺎﻟﺔ‬ ‫ﻭﻓﻰ‬)١٠-٢١(‫ﺇﻟﻰ‬:
θ







γ
cot
f
)y(x.71
sM
=A
s
yst
11
.tu
str (10-22)
‫ﺍﻟﺒﻨــــﺩ‬ ‫ﻓﻰ‬ ‫ﺍﻟﻭﺍﺭﺩﺓ‬ ‫ﺍﻟﻤﻼﺤﻅﺎﺕ‬ ‫ﺠﻤﻴﻊ‬ ‫ﺍﻻﻋﺘﺒﺎﺭ‬ ‫ﻓﻰ‬ ‫ﺍﻷﺨﺫ‬ ‫ﻀﺭﻭﺭﺓ‬ ‫ﻤﻊ‬)٤-
٢-٣-٥.(
‫ﺍﻟﺯﺍﻭﻴﺔ‬ ‫ﺒﺄﺨﺫ‬ ‫ﻭﻴﺴﻤﺢ‬θ‫ﻴﻠﻰ‬ ‫ﻜﻤﺎ‬:
θ=٤٥o
‫ﻋـﻥ‬ ‫ﺍﻟﻔﻌﺎﻟـﺔ‬ ‫ﺍﻹﺠﻬﺎﺩ‬ ‫ﺴﺒﻕ‬ ‫ﻗﻭﺓ‬ ‫ﻓﻴﻬﺎ‬ ‫ﺘﻘل‬ ‫ﺍﻟﺘﻰ‬ ‫ﺍﻟﺤﺎﻻﺕ‬ ‫ﻓﻰ‬٤٠%
‫ﻟﺘﺴﻠ‬ ‫ﺍﻟﺸﺩ‬ ‫ﻤﻘﺎﻭﻤﺔ‬ ‫ﻤﻥ‬‫ﺍﻹﻨﺤﻨﺎﺀ‬ ‫ﻴﺢ‬.
θ=٣٧,٥o
‫ﻋﻥ‬ ‫ﺍﻟﻔﻌﺎﻟﺔ‬ ‫ﺍﻹﺠﻬﺎﺩ‬ ‫ﺴﺒﻕ‬ ‫ﻗﻭﺓ‬ ‫ﻓﻴﻬﺎ‬ ‫ﺘﺯﻴﺩ‬ ‫ﺍﻟﺘﻰ‬ ‫ﺍﻟﺤﺎﻻﺕ‬ ‫ﻓﻰ‬٤٠%‫ﻤﻥ‬
‫ﺍﻻﻨﺤﻨﺎﺀ‬ ‫ﻟﺘﺴﻠﻴﺢ‬ ‫ﺍﻟﺸﺩ‬ ‫ﻤﻘﺎﻭﻤﺔ‬.
‫ﺠـ‬–‫ﺍﻹﻀﺎﻓﻰ‬ ‫ﺍﻟﻁﻭﻟﻰ‬ ‫ﺍﻟﺘﺴﻠﻴﺢ‬ ‫ﻤﺴﺎﺤﺔ‬Asl
‫ﻤﻥ‬ ‫ﺍﻹﻀﺎﻓﻰ‬ ‫ﺍﻟﻁﻭﻟﻰ‬ ‫ﺍﻟﺘﺴﻠﻴﺢ‬ ‫ﻤﺴﺎﺤﺔ‬ ‫ﹸﺤﺩﺩ‬‫ﺘ‬:
θ
















cot
f
f
s
p.A
=A 2
y
ysthstr
sl (10-23)
‫ﻋﻥ‬ ‫ﺍﻹﻀﺎﻓﻰ‬ ‫ﺍﻟﻁﻭﻟﻰ‬ ‫ﺍﻟﺘﺴﻠﻴﺢ‬ ‫ﻤﺴﺎﺤﺔ‬ ‫ﺘﻘل‬ ‫ﺃﻻ‬ ‫ﻭﺒﺸﺭﻁ‬:














γ
γ
y
yst
h
str
sy
cp
c
cu
minsl
f
f
p
s
A
‫ـ‬
/f
A
f
0.4
=A (10-24)
‫ﻗﻴﻤﺔ‬ ‫ﺘﻘل‬ ‫ﻭﺃﻻ‬
s
Astr
‫ﻋﻥ‬
ystf
b
6
1
‫ﺤﻴﺙ‬fcu،fy،fyst‫ﻨﻴﻭﺘﻥ‬ ‫ﺒﻭﺤﺩﺍﺕ‬/‫ﻤﻡ‬٢
Acp،ph‫ﺍﻟﺒﻨﺩ‬ ‫ﻓﻰ‬ ‫ﻜﻤﺎ‬)٤-٢-٣-٦(
‫ﻤﻊ‬‫ﺒﺎﻟﺒﻨﺩ‬ ‫ﺍﻟﻭﺍﺭﺩﺓ‬ ‫ﺍﻟﺸﺭﻭﻁ‬ ‫ﻜﺎﻓﺔ‬ ‫ﻤﺭﺍﻋﺎﺓ‬ ‫ﻀﺭﻭﺭﺓ‬)٤-٢-٣-٥. (

23. ‫ﺍﳋﺮﺳﺎﻧﻴﺔ‬ ‫ﺍﳌﻨﺸﺂﺕ‬ ‫ﻭﺗﻨﻔﻴﺬ‬ ‫ﻟﺘﺼﻤﻴﻢ‬ ‫ﺍﳌﺼﺮﻯ‬ ‫ﺍﻟﻜﻮﺩ‬٦٢٠٠‫ﺍﻟﻌﺎﺷﺮ‬ ‫ﺍﻟﺒﺎﺏ‬
١٠-٢٣
١٠-٣-٣-٤-٦‫ﻀﺭﻭﺭﻯ‬ ‫ﻏﻴﺭ‬ ‫ﻓﻴﻬﺎ‬ ‫ﺍﻟﻠﻰ‬ ‫ﻋﺯﻡ‬ ‫ﻴﻜﻭﻥ‬ ‫ﻭﺍﻟﺘﻰ‬ ‫ﹰ‬‫ﺎ‬‫ﺇﺴﺘﺎﺘﻴﻜﻴ‬ ‫ﺍﻟﻤﺤﺩﺩﺓ‬ ‫ﻏﻴﺭ‬ ‫ﺍﻟﻤﻨﺸﺂﺕ‬ ‫ﻓﻰ‬
‫ﺘﻭﺍﻓـﻕ‬ ‫ﺘﺤﻘﻴﻕ‬ ‫ﻋﻥ‬ ‫ﻭﻨﺎﺘﺞ‬ ‫ﻟﻺﺘﺯﺍﻥ‬‫ﺍﻻﻨﻔﻌـﺎﻻﺕ‬(Compatibility torsion)
‫ﺍ‬ ‫ﺇﻟـﻰ‬ ‫ﺍﻹﺠﻬﺎﺩ‬ ‫ﺴﺎﺒﻘﺔ‬ ‫ﺍﻟﻜﻤﺭﺍﺕ‬ ‫ﻓﻰ‬ ‫ﺍﻟﻘﺼﻭﻯ‬ ‫ﺍﻟﻠﻰ‬ ‫ﻋﺯﻭﻡ‬ ‫ﺘﺨﻔﻴﺽ‬ ‫ﻴﻤﻜﻥ‬‫ﻟﻘﻴﻤـﺔ‬
‫ﺍﻟﺘﺎﻟﻴﺔ‬:








γ







cu
pcc
c
cu
cp
cp
2
tu
f0.25
f
+1
f
)
p
A
(0.316=M (10-25)
‫ﺤﻴﺙ‬pcp‫ﻓﻰ‬ ‫ﻜﻤﺎ‬‫ﺍﻟﺒﻨﺩ‬)٤-٢-٣-٦.(

24. ‫ﺍﳋﺮﺳﺎﻧﻴﺔ‬ ‫ﺍﳌﻨﺸﺂﺕ‬ ‫ﻭﺗﻨﻔﻴﺬ‬ ‫ﻟﺘﺼﻤﻴﻢ‬ ‫ﺍﳌﺼﺮﻯ‬ ‫ﺍﻟﻜﻮﺩ‬٦٢٠٠‫ﺍﻟﻌﺎﺷﺮ‬ ‫ﺍﻟﺒﺎﺏ‬
١٠-٢٤
١٠-٣-٣-٥‫ﺍﻟﺘﺜﺒﻴﺕ‬ ‫ﻤﻨﻁﻘﺔ‬ ‫ﺘﺼﻤﻴﻡ‬(Anchorage Zone)
١٠-٣-٣-٥-١‫ﻤﻨﻁﻘﺔ‬‫ﺍﻟﺘﺜﺒﻴﺕ‬(Anchorage Zone)
‫ﻤﻨﻁﻘﺘﻴﻥ‬ ‫ﻤﻥ‬ ‫ﺍﻟﺘﺜﺒﻴﺕ‬ ‫ﻤﻨﻁﻘﺔ‬ ‫ﺘﺘﻜﻭﻥ‬:
‫ﺃ‬-‫ﺍﻟﻤﺤﻠﻴﺔ‬ ‫ﺍﻟﻤﻨﻁﻘﺔ‬(Local Zone)‫ﺍﻟﻤﺴﺘﻁﻴل‬ ‫ﺍﻟﻤﻨﺸﻭﺭ‬ ‫ﻭﻫﻰ‬)‫ﺍﻟﻤﻜﺎﻓﺊ‬ ‫ﺍﻟﻤﺴﺘﻁﻴل‬ ‫ﺍﻟﻤﻨﺸﻭﺭ‬ ‫ﺃﻭ‬
‫ﺍﻟﺒﻴﻀﺎﻭﻯ‬ ‫ﺃﻭ‬ ‫ﺍﻟﺩﺍﺌﺭﻯ‬ ‫ﻟﻠﺘﺜﺒﻴﺕ‬(‫ﺘﺜﺒﻴﺕ‬ ‫ﺃﻯ‬ ‫ﻭﻜﺫﻟﻙ‬ ‫ﺍﻟﺘﺜﺒﻴﺕ‬ ‫ﺒﺠﻬﺎﺯ‬ ‫ﻤﺒﺎﺸﺭﺓ‬ ‫ﺍﻟﻤﺤﻴﻁﺔ‬ ‫ﻟﻠﺨﺭﺴﺎﻨﺔ‬
‫ﻟﻬﺎ‬ ‫ﻤﺤﺯﻡ‬)‫ﺸﻜل‬١٠-٣. (
‫ﺏ‬-‫ﺍﻟﻌﺎﻤﺔ‬ ‫ﺍﻟﻤﻨﻁﻘﺔ‬(General Zone)‫ﻗﻭﻯ‬ ‫ﺍﻨﺘﻘﺎل‬ ‫ﺨﻼﻟﻪ‬ ‫ﻤﻥ‬ ‫ﻴﺘﻡ‬ ‫ﺍﻟﺫﻯ‬ ‫ﺍﻟﻌﻀﻭ‬ ‫ﻤﻥ‬ ‫ﺍﻟﺠﺯﺀ‬ ‫ﻭﻫﻰ‬
‫ﺍﻟﻤﺭﻜﺯ‬ ‫ﺍﻹﺠﻬﺎﺩ‬ ‫ﺴﺒﻕ‬‫ﻭﻁﻭﻟﻬـﺎ‬ ‫ﺍﻟﺨﺭﺴﺎﻨﻰ‬ ‫ﺍﻟﻘﻁﺎﻉ‬ ‫ﻋﻠﻰ‬ ‫ﹰ‬‫ﺎ‬‫ﺍﻨﺘﻅﺎﻤ‬ ‫ﺃﻜﺜﺭ‬ ‫ﺒﺘﻭﺯﻴﻊ‬ ‫ﺍﻟﺨﺭﺴﺎﻨﺔ‬ ‫ﺇﻟﻰ‬ ‫ﺓ‬
‫ﻟﻠﻘﻁﺎﻉ‬ ‫ﺒﻌﺩ‬ ‫ﺃﻜﺒﺭ‬ ‫ﻴﺴﺎﻭﻯ‬)‫ﺸﻜل‬١٠-٣. (
‫ﺝ‬–‫ﺍﻟﺸﺩ‬ ‫ﺇﺠﻬﺎﺩﺍﺕ‬ ‫ﻤﻨﺎﻁﻕ‬‫ﺃ‬–‫ﺍﻟﻤﺤﻠﻴﺔ‬ ‫ﻭﺍﻟﻤﻨﺎﻁﻕ‬ ‫ﺍﻟﻌﺎﻤﺔ‬ ‫ﺍﻟﻤﻨﺎﻁﻕ‬
‫ﺏ‬-‫ﺍﻟﻜﻤﺭﺓ‬ ‫ﻨﻬﺎﻴﺔ‬ ‫ﻋﻥ‬ ‫ﹰ‬‫ﺍ‬‫ﺒﻌﻴﺩ‬ ‫ﺍﻟﺘﺜﺒﻴﺕ‬ ‫ﺤﺎﻟﺔ‬ ‫ﻓﻰ‬ ‫ﺍﻟﻌﺎﻤﺔ‬ ‫ﺍﻟﻤﻨﻁﻘﺔ‬
‫ﺭﻗﻡ‬ ‫ﺸﻜل‬)١٠-٣(‫ﻤ‬‫ﺍﻟﺘﺜﺒﻴﺕ‬ ‫ﻨﺎﻁﻕ‬

25. ‫ﺍﳋﺮﺳﺎﻧﻴﺔ‬ ‫ﺍﳌﻨﺸﺂﺕ‬ ‫ﻭﺗﻨﻔﻴﺬ‬ ‫ﻟﺘﺼﻤﻴﻢ‬ ‫ﺍﳌﺼﺮﻯ‬ ‫ﺍﻟﻜﻮﺩ‬٦٢٠٠‫ﺍﻟﻌﺎﺷﺮ‬ ‫ﺍﻟﺒﺎﺏ‬
١٠-٢٥
١٠-٣-٣-٥-٢‫ﺍﻟﺘﺼﻤﻴﻡ‬ ‫ﻤﺘﻁﻠﺒﺎﺕ‬
‫ﺃ‬-‫ﺘﻌﺎﺩل‬ ‫ﺇﺠﻬﺎﺩ‬ ‫ﺴﺒﻕ‬ ‫ﻗﻭﺓ‬ ‫ﺒﺎﺴﺘﺨﺩﺍﻡ‬ ‫ﺍﻟﺘﺼﻤﻴﻡ‬ ‫ﻴﺘﻡ‬١,٢‫ﺍﻟـﺸﺩ‬ ‫ﺃﺜﻨـﺎﺀ‬ ‫ﺍﻹﺠﻬـﺎﺩ‬ ‫ﺴـﺒﻕ‬ ‫ﻗﻭﺓ‬ ‫ﻤﻥ‬
(Jacking force)‫ﻟﻠﺒﻨﺩ‬ ‫ﹰ‬‫ﺎ‬‫ﻁﺒﻘ‬ ‫ﺍﻟﻤﻘﺎﻭﻤﺔ‬ ‫ﺨﻔﺽ‬ ‫ﻤﻌﺎﻤل‬ ‫ﻭﻴﻜﻭﻥ‬)١٠-٣-١-١.(
‫ﺏ‬-‫ﺍﻟﺸﺩ‬ ‫ﺃﺜﻨﺎﺀ‬ ‫ﺍﻟﻀﻐﻁ‬ ‫ﻓﻰ‬ ‫ﺍﻟﺨﺭﺴﺎﻨﺔ‬ ‫ﻤﻘﺎﻭﻤﺔ‬ ‫ﺘﻘل‬ ‫ﺃﻻ‬ ‫ﻴﺠﺏ‬(fcui)‫ﺍﻟﻤ‬ ‫ﺍﻟﻘﻴﻡ‬ ‫ﻋﻥ‬‫ﺒﺎﻟﺠـﺩﻭل‬ ‫ﺤـﺩﺩﺓ‬
)١٠-٢.(
١٠-٣-٣-٥-٣‫ﺍﻟﺘﺼﻤﻴﻡ‬ ‫ﻁﺭﻕ‬
١٠-٣-٣-٥-٣-١‫ﺍﻟﻤﺤﻠﻴﺔ‬ ‫ﺍﻟﻤﻨﻁﻘﺔ‬Local Zone
‫ﻟﻠﺒﻨﺩ‬ ‫ﹰ‬‫ﺎ‬‫ﻭﻓﻘ‬ ‫ﺍﻹﺭﺘﻜﺎﺯ‬ ‫ﻟﻤﻘﺎﻭﻤﺔ‬ ‫ﺍﻟﻤﺤﻠﻴﺔ‬ ‫ﺍﻟﻤﻨﻁﻘﺔ‬ ‫ﺘﺼﻤﻴﻡ‬ ‫ﻴﺘﻡ‬)٤-٢-٤. (
١٠-٣-٣-٥-٣-٢‫ﺍﻟﻌﺎﻤﺔ‬ ‫ﺍﻟﻤﻨﻁﻘﺔ‬General Zone
١-‫ﺍﻟﻤﻨﺘﻅﻤﺔ‬ ‫ﺸﺒﻪ‬ ‫ﺍﻟﻘﺼﻭﻯ‬ ‫ﺍﻟﻀﻐﻁ‬ ‫ﺇﺠﻬﺎﺩﺍﺕ‬ ‫ﺘﺘﺠﺎﻭﺯ‬ ‫ﻻ‬ ‫ﺃﻥ‬ ‫ﻴﺠﺏ‬)‫ﻋﻨ‬‫ﺍﻟﻌﺎﻤـﺔ‬ ‫ﺍﻟﻤﻨﻁﻘﺔ‬ ‫ﻨﻬﺎﻴﺔ‬ ‫ﺩ‬(
‫ﺍﻟﺸﺩ‬ ‫ﺃﺜﻨﺎﺀ‬(0.56 fcui / γc).
٢-‫ﺍﻟﺘﺎﻟﻴﺘﻴﻥ‬ ‫ﺍﻟﻁﺭﻴﻘﺘﻴﻥ‬ ‫ﻤﻥ‬ ‫ﺒﺄﻯ‬ ‫ﺍﻟﻌﺎﻤﺔ‬ ‫ﺍﻟﻤﻨﻁﻘﺔ‬ ‫ﺘﺼﻤﻴﻡ‬ ‫ﻴﻤﻜﻥ‬:
‫ﺃ‬–‫ﻴﻜﺎﻓﺌﻬﺎ‬ ‫ﻤﺎ‬ ‫ﺃﻭ‬ ‫ﺍﻟﻤﺤﺩﺩﺓ‬ ‫ﺍﻟﻌﻨﺎﺼﺭ‬ ‫ﻁﺭﻴﻘﺔ‬ ‫ﺒﺎﺴﺘﺨﺩﺍﻡ‬ ‫ﺍﻟﻤﺭﻭﻨﺔ‬ ‫ﻨﻅﺭﻴﺔ‬.
‫ﺏ‬–‫ﻭﺍﻟﺸﺩﺍﺩ‬ ‫ﺍﻟﻀﺎﻏﻁ‬ ‫ﻨﻤﻭﺫﺝ‬ ‫ﻁﺭﻴﻘﺔ‬(Strut and Tie Model Method)‫ﻟﻠﺒﻨـﺩ‬ ‫ﹰ‬‫ﺎ‬‫ﻭﻓﻘ‬
)٦-١١. (
٣-‫ﻭﺍﻟـﺸﺩﺍﺩ‬ ‫ﺍﻟﻀﺎﻏﻁ‬ ‫ﻨﻤﻭﺫﺝ‬ ‫ﻋﻤل‬ ‫ﻓﻰ‬ ‫ﺍﻟﻌﺎﻤﺔ‬ ‫ﺍﻟﻤﻨﻁﻘﺔ‬ ‫ﻋﻠﻰ‬ ‫ﺍﻟﻤﺅﺜﺭﺓ‬ ‫ﺍﻟﻘﻭﻯ‬ ‫ﺠﻤﻴﻊ‬ ‫ﺃﺨﺫ‬ ‫ﻴﺠﺏ‬.‫ﻭﻓـﻰ‬
‫ﺴـﺒﻕ‬ ‫ﻟﻘـﻭﻯ‬ ‫ﻭﺍﻟﺸﺩﺍﺩ‬ ‫ﺍﻟﻀﺎﻏﻁ‬ ‫ﻨﻤﻭﺫﺝ‬ ‫ﻋﻤل‬ ‫ﻴﻤﻜﻥ‬ ‫ﺍﻟﺭﺃﺴﻴﺔ‬ ‫ﺍﻟﻘﻭﻯ‬ ‫ﺇﻫﻤﺎل‬ ‫ﻓﻴﻬﺎ‬ ‫ﻴﻤﻜﻥ‬ ‫ﺍﻟﺘﻰ‬ ‫ﺍﻟﺤﺎﻻﺕ‬
‫ﻟﻠﺒﻨﺩ‬ ‫ﹰ‬‫ﺎ‬‫ﻭﻓﻘ‬ ‫ﺍﻟﻘﺹ‬ ‫ﺍﺸﺘﺭﺍﻁﺎﺕ‬ ‫ﺇﺴﺘﻴﻔﺎﺀ‬ ‫ﻤﻊ‬ ‫ﻓﻘﻁ‬ ‫ﺍﻹﺠﻬﺎﺩ‬)١٠-٣-٣-٣.(
‫ﺸﻜل‬)١٠-٤(‫ﺍﺴ‬ ‫ﻨﻤﺎﺫﺝ‬ ‫ﻴﻭﻀﺢ‬‫ﻟﺒﻌﺽ‬ ‫ﻭﺍﻟﺸﺩﺍﺩ‬ ‫ﻟﻠﻀﺎﻏﻁ‬ ‫ﺘﺭﺸﺎﺩﻯ‬‫ﺍﻟﺤﺎﻻﺕ‬،‫ﻟﻼﺴﺘﺭﺸﺎﺩ‬ ‫ﺍﻟﻤﺨﺘﻠﻔﺔ‬
‫ﺍﻟﻌﺭﻀﻴﺔ‬ ‫ﺍﻟﺸﺩ‬ ‫ﻗﻭﻯ‬ ‫ﺤﺴﺎﺏ‬ ‫ﻴﻤﻜﻥ‬ ‫ﻭﻤﻨﻬﺎ‬(Tburst)‫ﺘﺄﺜﻴﺭﻫـﺎ‬ ‫ﻤﻜـﺎﻥ‬ ‫ﻭﻜـﺫﻟﻙ‬ ‫ﺍﻹﺠﻬـﺎﺩ‬ ‫ﺴﺒﻕ‬ ‫ﻋﻥ‬ ‫ﺍﻟﻨﺎﺘﺠﺔ‬
(dburst).
‫ﻟﻤﻘﺎﻭﻤﺔ‬ ‫ﺘﺴﻠﻴﺢ‬ ‫ﺼﻠﺏ‬ ‫ﺍﺴﺘﺨﺩﺍﻡ‬ ‫ﻴﺠﺏ‬Tburst‫ﺘـﺸﻜﻴل‬ ‫ﺃﻭ‬ ‫ﺍﻟﻜﺎﻓﻰ‬ ‫ﺍﻟﺭﺒﺎﻁ‬ ‫ﻁﻭل‬ ‫ﻤﻥ‬ ‫ﺍﻟﺘﺤﻘﻕ‬ ‫ﻤﻊ‬
‫ﻤ‬ ‫ﻟﻠﺘﺄﻜﺩ‬ ‫ﺍﻟﺘﺴﻠﻴﺢ‬ ‫ﻟﺼﻠﺏ‬ ‫ﺍﻟﻨﻬﺎﻴﺎﺕ‬‫ﺒﺄﻤﺎﻥ‬ ‫ﺍﻟﻘﻭﺓ‬ ‫ﻨﻘل‬ ‫ﻥ‬.

26. ‫ﺍﳋﺮﺳﺎﻧﻴﺔ‬ ‫ﺍﳌﻨﺸﺂﺕ‬ ‫ﻭﺗﻨﻔﻴﺬ‬ ‫ﻟﺘﺼﻤﻴﻢ‬ ‫ﺍﳌﺼﺮﻯ‬ ‫ﺍﻟﻜﻮﺩ‬٦٢٠٠‫ﺍﻟﻌﺎﺷﺮ‬ ‫ﺍﻟﺒﺎﺏ‬
١٠-٢٦
‫ﺃ‬–‫ﻻﻤﺭﻜﺯﻴﺔ‬ ‫ﺍﻟﻀﻐﻁ‬ ‫ﻭﻗﻭﺓ‬ ‫ﻤﺴﺘﻁﻴل‬ ‫ﻗﻁﺎﻉ‬ ‫ﺫﺍﺕ‬ ‫ﻜﻤﺭﺓ‬
‫ﺝ‬–‫ﺸﻜل‬ ‫ﻋﻠﻰ‬ ‫ﻜﻤﺭﺓ‬(I)‫ﻤﺴﺘﻁﻴل‬ ‫ﻗﻁﺎﻉ‬ ‫ﺫﺍﺕ‬
‫ﺍﻟﺘﺜﺒﻴﺕ‬ ‫ﻤﻨﻁﻘﺔ‬ ‫ﻓﻰ‬
‫ﺏ‬–‫ﺍﻟـﻀﻐﻁ‬ ‫ﻭﻗﻭﺓ‬ ‫ﻤﺴﺘﻁﻴل‬ ‫ﻗﻁﺎﻉ‬ ‫ﺫﺍﺕ‬ ‫ﻜﻤﺭﺓ‬
‫ﻤﺭﻜﺯﻴﺔ‬
‫ﺤﻴﺙ‬:
Psu=‫ﺍﻟﻘﺼﻭﻯ‬ ‫ﺍﻹﺠﻬﺎﺩ‬ ‫ﺴﺒﻕ‬ ‫ﻗﻭﻯ‬ ‫ﻤﺠﻤﻭﻉ‬
a=‫ﺍ‬ ‫ﻓﻰ‬ ‫ﺍﻟﺘﺜﺒﻴﺕ‬ ‫ﻟﻭﺡ‬ ‫ﺇﺭﺘﻔﺎﻉ‬‫ﺍﻹﻋﺘﺒﺎﺭ‬ ‫ﺘﺤﺕ‬ ‫ﻹﺘﺠﺎﻩ‬
e=‫ﻤﻭﺠﺒﺔ‬ ‫ﺘﺅﺨﺫ‬ ‫ﹰ‬‫ﺎ‬‫ﻭﺩﺍﺌﻤ‬ ‫ﺍﻹﺠﻬﺎﺩ‬ ‫ﺴﺒﻕ‬ ‫ﻗﻭﻯ‬ ‫ﻤﺭﻜﺯﻴﺔ‬ ‫ﻻ‬
h=‫ﺍﻹﻋﺘﺒﺎﺭ‬ ‫ﺘﺤﺕ‬ ‫ﺍﻹﺘﺠﺎﻩ‬ ‫ﻓﻰ‬ ‫ﻟﻠﻘﻁﺎﻉ‬ ‫ﺍﻹﺠﻤﺎﻟﻰ‬ ‫ﺍﻟﺴﻤﻙ‬
‫ﺸﻜل‬)١٠-٤(‫ﺍﻟﺘﺜﺒﻴﺕ‬ ‫ﻤﻨﻁﻘﺔ‬ ‫ﺤﺎﻻﺕ‬ ‫ﻟﺒﻌﺽ‬ ‫ﻭﺍﻟﺸﺩﺍﺩ‬ ‫ﻟﻠﻀﺎﻏﻁ‬ ‫ﺇﺴﺘﺭﺸﺎﺩﻯ‬ ‫ﻨﻤﻭﺫﺝ‬
‫ﺍﻹﺠﻬﺎﺩ‬ ‫ﺴﺒﻕ‬ ‫ﻗﻭﻯ‬ ‫ﻨﺘﻴﺠﺔ‬

27. ‫ﺍﳋﺮﺳﺎﻧﻴﺔ‬ ‫ﺍﳌﻨﺸﺂﺕ‬ ‫ﻭﺗﻨﻔﻴﺬ‬ ‫ﻟﺘﺼﻤﻴﻢ‬ ‫ﺍﳌﺼﺮﻯ‬ ‫ﺍﻟﻜﻮﺩ‬٦٢٠٠‫ﺍﻟﻌﺎﺷﺮ‬ ‫ﺍﻟﺒﺎﺏ‬
١٠-٢٧
١٠-٣-٣-٦‫ﺍﻟﻜﺎﺒﻼﺕ‬ ‫ﻨﻬﺎﻴﺎﺕ‬ ‫ﺭﺒﻁ‬ ‫ﻤﻨﺎﻁﻕ‬
‫ﺃ‬-‫ﻴﺘﻡ‬‫ﺍﻟﺸﺩ‬ ‫ﻻﺤﻘﺔ‬ ‫ﺍﻟﻌﻨﺎﺼﺭ‬ ‫ﻓﻰ‬ ‫ﺍﻟﻨﻬﺎﻴﺔ‬ ‫ﺃﻟﻭﺍﺡ‬ ‫ﺃﺒﻌﺎﺩ‬ ‫ﺘﺤﺩﻴﺩ‬(Post – tensioned)‫ﺒﺤﻴﺙ‬‫ﺘﺤﻘﻕ‬
‫ﻟﻠﺒﻨﺩ‬ ‫ﹰ‬‫ﺎ‬‫ﻁﺒﻘ‬ ‫ﺍﻻﺭﺘﻜﺎﺯ‬ ‫ﻟﻤﻘﺎﻭﻤﺔ‬ ‫ﺍﻷﻗﺼﻰ‬ ‫ﺍﻟﺘﺼﻤﻴﻤﻰ‬ ‫ﺍﻟﺤﺩ‬)٤-٢-٤.(
‫ﺏ‬-‫ﻗــﻭﻯ‬ ‫ﻟﻤﻘﺎﻭﻤـﺔ‬ ‫ﺍﻟﻜﺎﺒﻼﺕ‬ ‫ﻨﻬﺎﻴﺎﺕ‬ ‫ﺭﺒﻁ‬ ‫ﻤﻨﺎﻁﻕ‬ ‫ﻓﻰ‬ ‫ﺘﺴﻠﻴﺢ‬ ‫ﺼﻠﺏ‬ ‫ﻭﻀﻊ‬ ‫ﻴﺠﺏ‬‫ﺍﻹﻨﻔـﻼﻕ‬
(Splitting)‫ﺍﻻﻨﻔﺼﺎل‬ ‫ﻭﻗﻭﻯ‬(Spalling)‫ﻭﺍﻟﻨﺎﺘﺠﺔ‬‫ﹰ‬‫ﺎ‬‫ﻁﺒﻘ‬ ‫ﺤﺴﺎﺒﻬﺎ‬ ‫ﻭﻴﺘﻡ‬ ‫ﺍﻟﻜﺎﺒﻼﺕ‬ ‫ﺭﺒﻁ‬ ‫ﻤﻥ‬
‫ﺍﻟﻤﺭﻭﻨﺔ‬ ‫ﻟﻨﻅﺭﻴﺎﺕ‬.
‫ﺠـ‬-‫ﺴـﺒﻕ‬ ‫ﻗﻭﺓ‬ ‫ﺃﻗﺼﻰ‬ ‫ﺍﻋﺘﺒﺎﺭ‬ ‫ﻴﺠﺏ‬ ‫ﺍﻟﻜﺎﺒﻼﺕ‬ ‫ﻨﻬﺎﻴﺎﺕ‬ ‫ﺭﺒﻁ‬ ‫ﺒﻤﻨﺎﻁﻕ‬ ‫ﻭﺍﻟﺘﺴﻠﻴﺢ‬ ‫ﺍﻟﻘﻭﻯ‬ ‫ﺤﺴﺎﺏ‬ ‫ﻋﻨﺩ‬
‫ﺍﻟﺸﺩ‬ ‫ﺃﺜﻨﺎﺀ‬ ‫ﺇﺠﻬﺎﺩ‬)Jacking force.(
١٠-٣-٣-٧‫ﺍﻨﺤﻨﺎﺀ‬ ‫ﺒﻌﺯﻭﻡ‬ ‫ﻤﺼﺤﻭﺒﺔ‬ ‫ﻤﺤﻭﺭﻴﺔ‬ ‫ﻟﻘﻭﻯ‬ ‫ﺍﻟﻤﻌﺭﻀﺔ‬ ‫ﺍﻟﻌﻨﺎﺼﺭ‬
‫ﻷﺤﻤﺎ‬ ‫ﺍﻟﻤﻌﺭﻀﺔ‬ ‫ﺍﻟﻌﻨﺎﺼﺭ‬ ‫ﺘﺼﻤﻴﻡ‬ ‫ﻴﺘﻡ‬‫ﻟﺒﻨﺩ‬ ‫ﻭﻓﻘﺎ‬ ‫ﺍﻟﺤﺩﻭﺩ‬ ‫ﺤﺎﻻﺕ‬ ‫ﻁﺭﻴﻘﺔ‬ ‫ﺒﺎﺴﺘﺨﺩﺍﻡ‬ ‫ﻻﻤﺭﻜﺯﻴﺔ‬ ‫ل‬
)٤-٢-١.(‫ﺇﺠﻬـﺎﺩﺍﺕ‬ ‫ﺃﺨـﺫ‬ ‫ﻤﻊ‬ ‫ﺍﻻﻨﻔﻌﺎﻻﺕ‬ ‫ﻭﺘﻭﺍﻓﻕ‬ ‫ﺍﻹﺘﺯﺍﻥ‬ ‫ﺸﺭﻭﻁ‬ ‫ﺍﻟﺘﺼﻤﻴﻡ‬ ‫ﻴﺴﺘﻭﻓﻰ‬ ‫ﺃﻥ‬ ‫ﻭﻴﺠﺏ‬
‫ﺍﻻﻋﺘﺒﺎﺭ‬ ‫ﻓﻰ‬ ‫ﺍﻹﺠﻬﺎﺩ‬ ‫ﺴﺒﻕ‬ ‫ﺼﻠﺏ‬.
١٠-٣-٤‫ﺍﻹﺠﻬﺎﺩ‬ ‫ﺴﺒﻕ‬ ‫ﻓﻰ‬ ‫ﺍﻟﻔﻘﺩ‬
١٠-٣-٤-١‫ﻋـــﺎﻡ‬
١٠-٣-٤-١-١‫ﺍﻟﻔﻘﺩ‬ ‫ﻴﺅﺜﺭ‬‫ﻓﻰ‬‫ﺍﻟﻌﻨﺼﺭ‬ ‫ﺘﺼﺭﻑ‬ ‫ﻋﻠﻰ‬ ‫ﺍﻹﺠﻬﺎﺩ‬ ‫ﺴﺒﻕ‬‫ﺘﺄﺜﻴﺭ‬ ‫ﺘﺤﺕ‬ ‫ﺍﻹﺠﻬﺎﺩ‬ ‫ﺴﺎﺒﻕ‬
‫ﺍﻟﺘﺸﻐﻴل‬ ‫ﺃﺤﻤﺎل‬.‫ﺍﻟﺘﺎﻟﻴﺘﻴﻥ‬ ‫ﺍﻟﻤﺠﻤﻭﻋﺘﻴﻥ‬ ‫ﺍﻟﻰ‬ ‫ﺍﻹﺠﻬﺎﺩ‬ ‫ﺴﺒﻕ‬ ‫ﻓﻘﺩ‬ ‫ﻭﻴﻨﻘﺴﻡ‬:
‫ﺃ‬–‫ﻤﺎﻴﻠﻰ‬ ‫ﻋﻠﻰ‬ ‫ﻭﻴﺸﺘﻤل‬ ‫ﺍﻹﺠﻬﺎﺩ‬ ‫ﺴﺒﻕ‬ ‫ﻓﻰ‬ ‫ﺍﻟﻔﻭﺭﻯ‬ ‫ﺍﻟﻔﻘﺩ‬:
١-‫ﻨﻬﺎﻴـﺎﺕ‬ ‫ﻋﻨـﺩ‬ ‫ﺍﻹﺠﻬـﺎﺩ‬ ‫ﺴﺒﻕ‬ ‫ﺼﻠﺏ‬ ‫ﺍﻨﺯﻻﻕ‬ ‫ﻨﺘﻴﺠﺔ‬ ‫ﺍﻹﺠﻬﺎﺩ‬ ‫ﻓﻘﺩ‬
‫ﺍﻟﺘﺜﺒﻴﺕ‬(Anchorage slip losses)
٢-‫ﺍﻻﻨﻀﻐﺎ‬ ‫ﻨﺘﻴﺠﺔ‬ ‫ﺍﻹﺠﻬﺎﺩ‬ ‫ﻓﻘﺩ‬‫ﺍﻟﻤـﺭﻥ‬ ‫ﻁ‬(Elastic shortening
losses)
٣-‫ﺍﻻﺤﺘﻜﺎﻙ‬ ‫ﻨﺘﻴﺠﺔ‬ ‫ﺍﻹﺠﻬﺎﺩ‬ ‫ﻓﻘﺩ‬(Friction losses)
‫ﺏ‬–‫ﺍﻟﻔﻘﺩ‬‫ﺍﻟﻤﻌﺘﻤﺩ‬‫ﺍﻟﺯﻤﻥ‬ ‫ﻋﻠﻰ‬(Time dependent losses)‫ﺴـﺒﻕ‬ ‫ﻓـﻰ‬
‫ﻤﺎﻴﻠﻰ‬ ‫ﻋﻠﻰ‬ ‫ﻭﻴﺸﺘﻤل‬ ‫ﺍﻹﺠﻬﺎﺩ‬:
١-‫ﺍﻟﺨﺭﺴﺎﻨﺔ‬ ‫ﺍﻨﻜﻤﺎﺵ‬ ‫ﻨﺘﻴﺠﺔ‬ ‫ﺍﻹﺠﻬﺎﺩ‬ ‫ﻓﻘﺩ‬(Shrinkage losses)
٢-‫ﺍﻟ‬ ‫ﺯﺤﻑ‬ ‫ﻨﺘﻴﺠﺔ‬ ‫ﺍﻹﺠﻬﺎﺩ‬ ‫ﻓﻘﺩ‬‫ﺨﺭﺴﺎﻨﺔ‬(Creep losses)
٣-‫ﺍﻹﺠﻬـﺎﺩ‬ ‫ﺴﺒﻕ‬ ‫ﺼﻠﺏ‬ ‫ﺍﺴﺘﺭﺨﺎﺀ‬ ‫ﻨﺘﻴﺠﺔ‬ ‫ﺍﻹﺠﻬﺎﺩ‬ ‫ﻓﻘﺩ‬(Relaxation
losses)

28. ‫ﺍﳋﺮﺳﺎﻧﻴﺔ‬ ‫ﺍﳌﻨﺸﺂﺕ‬ ‫ﻭﺗﻨﻔﻴﺬ‬ ‫ﻟﺘﺼﻤﻴﻢ‬ ‫ﺍﳌﺼﺮﻯ‬ ‫ﺍﻟﻜﻮﺩ‬٦٢٠٠‫ﺍﻟﻌﺎﺷﺮ‬ ‫ﺍﻟﺒﺎﺏ‬
١٠-٢٨
١٠-٣-٤-١-٢‫ﻤﺭﺍﺤل‬ ‫ﻋﻠﻰ‬ ‫ﺍﻹﺠﻬﺎﺩ‬ ‫ﺴﺒﻕ‬ ‫ﺘﻨﻔﻴﺫ‬ ‫ﺤﺎﻟﺔ‬ ‫ﻓﻰ‬‫ﺍﻷﺨﺫ‬ ‫ﻴﺘﻡ‬‫ﺍﻟﺘـﻰ‬ ‫ﺍﻟﻔﻭﺍﻗﺩ‬ ‫ﺍﻹﻋﺘﺒﺎﺭ‬ ‫ﻓﻰ‬
‫ﺘﺤﺩﺙ‬‫ﹰ‬‫ﺎ‬‫ﻤﺭﺤﻠﻴ‬‫ﺍﻹ‬ ‫ﻓﻰ‬‫ﺍﻹ‬ ‫ﺴﺒﻕ‬ ‫ﺤﺘﻰ‬ ‫ﺠﻬﺎﺩ‬‫ﺍﻟﺘﻨﻔﻴﺫ‬ ‫ﺃﺜﻨﺎﺀ‬ ‫ﺍﻟﻨﻬﺎﺌﻰ‬ ‫ﺠﻬﺎﺩ‬.
١٠-٣-٤-٢‫ﺍﻟﻔﻭ‬ ‫ﺍﻟﻔﻘﺩ‬‫ﺍﻹﺠﻬﺎﺩ‬ ‫ﺴﺒﻕ‬ ‫ﻓﻰ‬ ‫ﺭﻯ‬
١٠-٣-٤-٢-١‫ﺍﻟﺘﺜﺒﻴﺕ‬ ‫ﻨﻬﺎﻴﺎﺕ‬ ‫ﻋﻨﺩ‬ ‫ﺍﻹﺠﻬﺎﺩ‬ ‫ﺴﺒﻕ‬ ‫ﺼﻠﺏ‬ ‫ﺍﻨﺯﻻﻕ‬ ‫ﻨﺘﻴﺠﺔ‬ ‫ﺍﻹﺠﻬﺎﺩ‬ ‫ﻓﻘﺩ‬
Anchorage Slip Losses
‫ﺤـﺴﺎﺏ‬ ‫ﻋﻨﺩ‬ ‫ﺍﻻﻋﺘﺒﺎﺭ‬ ‫ﻓﻰ‬ ‫ﺍﻟﺘﺜﺒﻴﺕ‬ ‫ﻨﻬﺎﻴﺎﺕ‬ ‫ﻋﻨﺩ‬ ‫ﺍﻹﺠﻬﺎﺩ‬ ‫ﺴﺒﻕ‬ ‫ﺼﻠﺏ‬ ‫ﺍﻨﺯﻻﻕ‬ ‫ﺘﺄﺜﻴﺭ‬ ‫ﺃﺨﺫ‬ ‫ﻴﺠﺏ‬
‫ﺍﻹﺠﻬﺎﺩ‬ ‫ﺴﺒﻕ‬ ‫ﻓﻰ‬ ‫ﺍﻟﻔﻘﺩ‬∆p‫ﺍﻟﺸ‬ ‫ﻤﻥ‬ ‫ﺍﻟﻤﻌﺘﻤﺩﺓ‬ ‫ﺍﻟﺒﻴﺎﻨﺎﺕ‬ ‫ﺇﻟﻰ‬ ‫ﺍﻟﺭﺠﻭﻉ‬ ‫ﻴﺘﻡ‬ ‫ﻭ‬‫ﺴﺒﻕ‬ ‫ﻟﻨﻅﺎﻡ‬ ‫ﺍﻟﻤﺼﻨﻌﺔ‬ ‫ﺭﻜﺔ‬
‫ﺘﺄﺜﻴﺭﻩ‬ ‫ﺍﻤﺘﺩﺍﺩ‬ ‫ﻤﺴﺎﻓﺔ‬ ‫ﺤﺴــﺎﺏ‬ ‫ﻋﻨﺩ‬ ‫ﺃﻭ‬ ‫ﺍﻟﻔﻘـﺩ‬ ‫ﻫﺫﺍ‬ ‫ﺤﺴـﺎﺏ‬ ‫ﻋﻨﺩ‬ ‫ﺍﻹﺠــﻬﺎﺩ‬xo‫ﻁـــﻭل‬ ‫ﻋﻠﻰ‬
‫ﺍﻟﻌﻨﺼﺭ‬)‫ﺸﻜل‬١٠-٥.(
‫ﺸﻜل‬)١٠-٥(‫ﺍﻹﺠﻬﺎﺩ‬ ‫ﺴﺒﻕ‬ ‫ﺼﻠﺏ‬ ‫ﺍﻨﺯﻻﻕ‬ ‫ﻨﺘﻴﺠﺔ‬ ‫ﺍﻹﺠﻬﺎﺩ‬ ‫ﺴﺒﻕ‬ ‫ﻓﻘﺩ‬
(Anchorage Slip Losses)‫ﺍﻟﺘﺜﺒﻴﺕ‬ ‫ﻨﻬﺎﻴﺎﺕ‬ ‫ﻋﻨﺩ‬

29. ‫ﺍﳋﺮﺳﺎﻧﻴﺔ‬ ‫ﺍﳌﻨﺸﺂﺕ‬ ‫ﻭﺗﻨﻔﻴﺬ‬ ‫ﻟﺘﺼﻤﻴﻢ‬ ‫ﺍﳌﺼﺮﻯ‬ ‫ﺍﻟﻜﻮﺩ‬٦٢٠٠‫ﺍﻟﻌﺎﺷﺮ‬ ‫ﺍﻟﺒﺎﺏ‬
١٠-٢٩
١٠-٣-٤-٢-٢‫ﺍﻹ‬ ‫ﻓﻘﺩ‬‫ﺍﻟﻤﺭﻥ‬ ‫ﺍﻹﻨﻀﻐﺎﻁ‬ ‫ﻨﺘﻴﺠﺔ‬ ‫ﺠﻬﺎﺩ‬Elastic Shortening Losses
‫ﻓﻰ‬ ‫ﺍﻹﺠﻬﺎﺩ‬ ‫ﺴﺒﻕ‬ ‫ﻓﻰ‬ ‫ﺍﻟﻔﻘﺩ‬ ‫ﺤﺴﺎﺏ‬ ‫ﻋﻨﺩ‬ ‫ﺍﻟﺨﺭﺴﺎﻨﻴﺔ‬ ‫ﻟﻠﻌﻨﺎﺼﺭ‬ ‫ﺍﻟﻤﺭﻥ‬ ‫ﺍﻻﻨﻀﻐﺎﻁ‬ ‫ﺘﺄﺜﻴﺭ‬ ‫ﻴﺅﺨﺫ‬
‫ﻴﻠﻰ‬ ‫ﻜﻤﺎ‬ ‫ﺍﻟﻼﺤﻕ‬ ‫ﻭﺍﻟﺸﺩ‬ ‫ﺍﻟﺴﺎﺒﻕ‬ ‫ﺍﻟﺸﺩ‬ ‫ﺤﺎﻻﺕ‬:
I-‫ﺤﺎﻟ‬ ‫ﻓﻰ‬‫ﺔ‬‫ﺍﻟﺴﺎﺒﻕ‬ ‫ﺍﻟﺸﺩ‬)Pre-tensioning(‫ﺍﻟﺘﺎﻟﻴ‬ ‫ﺍﻟﻤﻌﺎﺩﻟﺔ‬ ‫ﻤﻥ‬ ‫ﺍﻹﺠﻬﺎﺩ‬ ‫ﺴﺒﻕ‬ ‫ﻓﻰ‬ ‫ﺍﻟﻔﻘﺩ‬ ‫ﻴﺤﺴﺏ‬‫ﺔ‬:
pci
ci
p
pe f
E
E
=f∆ (10-26)
‫ﺤﻴﺙ‬:
∆fpe=‫ﺍﻟﻤﺭﻥ‬ ‫ﺍﻹﻨﻀﻐﺎﻁ‬ ‫ﻨﺘﻴﺠﺔ‬ ‫ﺍﻹﺠﻬﺎﺩ‬ ‫ﺴﺒﻕ‬ ‫ﻓﻰ‬ ‫ﺍﻟﻔﻘﺩ‬
Ep=‫ﺍﻹﺠﻬﺎﺩ‬ ‫ﺴﺒﻕ‬ ‫ﻟﺼﻠﺏ‬ ‫ﺍﻟﻤﺭﻭﻨﺔ‬ ‫ﻤﻌﺎﻴﺭ‬
Eci=‫ﺍﻹﺠﻬﺎﺩ‬ ‫ﺴﺒﻕ‬ ‫ﻋﻤﺭ‬ ‫ﻋﻨﺩ‬ ‫ﻟﻠﺨﺭﺴﺎﻨﺔ‬ ‫ﺍﻟﻤﺭﻭﻨﺔ‬ ‫ﻤﻌﺎﻴﺭ‬
fpci=‫ﻗﺒل‬ ‫ﺍﻹﺠﻬﺎﺩ‬ ‫ﺴﺒﻕ‬ ‫ﻟﺼﻠﺏ‬ ‫ﺍﻟﻤﻼﺼﻘﺔ‬ ‫ﺍﻟﺨﺭﺴﺎﻨﺔ‬ ‫ﻓﻰ‬ ‫ﺍﻟﻤﺘﻭﻟﺩﺓ‬ ‫ﺍﻹﺒﺘﺩﺍﺌﻴﺔ‬ ‫ﺍﻹﺠﻬﺎﺩﺍﺕ‬
‫ﺍﻟﺯﻤﻥ‬ ‫ﻋﻠﻰ‬ ‫ﺍﻟﻤﻌﺘﻤﺩﺓ‬ ‫ﺍﻟﻔﻭﺍﻗﺩ‬ ‫ﺤﺩﻭﺙ‬
‫ﺏ‬-‫ﺤﺎﻟ‬ ‫ﻓﻰ‬‫ﺔ‬‫ﺍﻟﻼﺤﻕ‬ ‫ﺍﻟﺸﺩ‬)Post-tensioning(‫ﺩﻓﻌـﺔ‬ ‫ﺍﻹﺠﻬـﺎﺩ‬ ‫ﺴﺒﻕ‬ ‫ﺼﻠﺏ‬ ‫ﺸﺩ‬ ‫ﺤﺎﻟﺔ‬ ‫ﻓﻲ‬ ‫ﻭ‬
‫ﺍﻹ‬ ‫ﺴـﺒﻕ‬ ‫ﺘﻁﺒﻴﻕ‬ ‫ﻤﺭﺍﺤل‬ ‫ﺘﺄﺜﻴﺭ‬ ‫ﺃﺨﺫ‬ ‫ﻴﻤﻜﻥ‬ ‫ﻭ‬ ‫ﻟﻠﺼﻔﺭ‬ ‫ﻤﺴﺎﻭﻴﺔ‬ ‫ﺍﻟﻔﻘﺩ‬ ‫ﻗﻴﻤﺔ‬ ‫ﺘﻜﻭﻥ‬ ‫ﻭﺍﺤﺩﺓ‬‫ﺠﻬـﺎﺩ‬
)Sequence of prestressing(‫ﹰ‬‫ﺎ‬‫ﺘﻘﺭﻴﺒﻴ‬‫ﺍﻟﺘﺎﻟﻴﺔ‬ ‫ﻟﻠﻤﻌﺎﺩﻟﺔ‬ ‫ﹰ‬‫ﺎ‬‫ﻁﺒﻘ‬ ‫ﺍﻹﻋﺘﺒﺎﺭ‬ ‫ﻓﻰ‬:
pci
ci
p
pe f
E
E
2
1
=f∆ (10-27)
١٠-٣-٤-٢-٣‫ﺍﻻﺤﺘﻜﺎﻙ‬ ‫ﻨﺘﻴﺠﺔ‬ ‫ﺍﻟﻔﻘﺩ‬Friction Losses
١٠-٣-٤-٢-٣-١‫ﺍﻻ‬ ‫ﻨﺘﻴﺠﺔ‬ ‫ﺍﻟﻔﻘﺩ‬‫ﺍﻟﺸﺩ‬ ‫ﻤﺎﻜﻴﻨﺔ‬ ‫ﻓﻰ‬ ‫ﺍﻟﺩﺍﺨﻠﻰ‬ ‫ﺤﺘﻜﺎﻙ‬
Jack Internal Friction Losses
‫ﻓﻰ‬ ‫ﺍﻹﺠﻬﺎﺩ‬ ‫ﺴﺒﻕ‬ ‫ﻓﻰ‬ ‫ﺍﻟﻤﺴﺘﺨﺩﻤﺔ‬ ‫ﺍﻟﺸﺩ‬ ‫ﻤﺎﻜﻴﻨﺔ‬ ‫ﻓﻰ‬ ‫ﺍﻟﺩﺍﺨﻠﻰ‬ ‫ﺍﻻﺤﺘﻜﺎﻙ‬ ‫ﺘﺄﺜﻴﺭ‬ ‫ﺃﺨﺫ‬ ‫ﻴﺠﺏ‬
‫ﺍﻟﻤﻌﺘﻤﺩﺓ‬ ‫ﺍﻟﺒﻴﺎﻨﺎﺕ‬ ‫ﻋﻠﻰ‬ ‫ﹰ‬‫ﺍ‬‫ﺒﻨﺎﺀ‬ ‫ﺍﻟﻔﻘﺩ‬ ‫ﻫﺫﺍ‬ ‫ﻗﻴﻤﺔ‬ ‫ﺘﺤﺴﺏ‬ ‫ﻭ‬ ‫ﺍﻹﺠﻬﺎﺩ‬ ‫ﺴﺒﻕ‬ ‫ﻓﻰ‬ ‫ﺍﻟﻔﻘﺩ‬ ‫ﺤﺴﺎﺏ‬ ‫ﻋﻨﺩ‬ ‫ﺍﻻﻋﺘﺒﺎﺭ‬
‫ﺍﻟﺸ‬ ‫ﻟﻤﺎﻜﻴﻨﺎﺕ‬ ‫ﺍﻟﻤﺼﻨﻌﺔ‬ ‫ﺍﻟﺸﺭﻜﺔ‬ ‫ﻤﻥ‬‫ﺩ‬.

30. ‫ﺍﳋﺮﺳﺎﻧﻴﺔ‬ ‫ﺍﳌﻨﺸﺂﺕ‬ ‫ﻭﺗﻨﻔﻴﺬ‬ ‫ﻟﺘﺼﻤﻴﻢ‬ ‫ﺍﳌﺼﺮﻯ‬ ‫ﺍﻟﻜﻮﺩ‬٦٢٠٠‫ﺍﻟﻌﺎﺷﺮ‬ ‫ﺍﻟﺒﺎﺏ‬
١٠-٣٠
١٠-٣-٤-٢-٣-٢‫ﺴـﺒﻕ‬ ‫ﺼـﻠﺏ‬ ‫ﺃﺠﺭﺒﺔ‬ ‫ﻤﺴﺎﺭﺍﺕ‬ ‫ﻓﻰ‬ ‫ﺍﻟﻤﻘﺼﻭﺩﺓ‬ ‫ﻏﻴﺭ‬ ‫ﺍﻟﺘﻐﻴﺭﺍﺕ‬ ‫ﻨﺘﻴﺠﺔ‬ ‫ﺍﻟﻔﻘﺩ‬
‫ﺍﻹﺠﻬﺎﺩ‬Wobble Friction Losses
‫ﺍﻟﻤﻘﺼﻭﺩﺓ‬ ‫ﻏﻴﺭ‬ ‫ﺍﻟﺘﻐﻴﺭﺍﺕ‬ ‫ﻨﺘﻴﺠﺔ‬ ‫ﺍﻹﺠﻬﺎﺩ‬ ‫ﺴﺒﻕ‬ ‫ﻓﻰ‬ ‫ﺍﻟﻔﻘﺩ‬ ‫ﺤﺴﺎﺏ‬ ‫ﻴﺘﻡ‬(Wobble)‫ﻤﺴﺎﺭﺍﺕ‬ ‫ﻓﻰ‬
‫ﺃﺠﺭﺒﺔ‬(Ducts)‫ﺍﻟﻤﻌﺎﺩ‬ ‫ﻤﻥ‬ ‫ﺍﻹﺠﻬﺎﺩ‬ ‫ﺴﺒﻕ‬ ‫ﺼﻠﺏ‬‫ﺍﻟﺘﺎﻟﻴﺔ‬ ‫ﻟﺔ‬:
kx-
ox e.P=P (10-28)
‫ﺤﻴﺙ‬:
Po=‫ﺍﻟﺸﺩ‬ ‫ﻁﺭﻑ‬ ‫ﻋﻨﺩ‬ ‫ﺍﻹﺠﻬﺎﺩ‬ ‫ﺴﺒﻕ‬ ‫ﻗﻭﺓ‬
x=‫ﺒﺎﻟﻤﺘﺭ‬ ‫ﺍﻟﺸﺩ‬ ‫ﻁﺭﻑ‬ ‫ﺒﺩﺍﻴﺔ‬ ‫ﻤﻥ‬ ‫ﺍﻟﻤﺴﺎﻓﺔ‬)‫ﺸﻜل‬١٠–٦(
Px=‫ﺍﻟﻤﺴﺎﻓﺔ‬ ‫ﻋﻨﺩ‬ ‫ﺍﻹﺠﻬﺎﺩ‬ ‫ﺴﺒﻕ‬ ‫ﺼﻠﺏ‬ ‫ﻓﻰ‬ ‫ﺍﻟﺸﺩ‬ ‫ﻗﻭﺓ‬x‫ﺍﻟﺸﺩ‬ ‫ﻁﺭﻑ‬ ‫ﺒﺩﺍﻴﺔ‬ ‫ﻤﻥ‬
k=‫ﺍﻟﻤﻘﺼﻭﺩﺓ‬ ‫ﻏﻴﺭ‬ ‫ﺍﻟﺘﻐﻴﺭﺍﺕ‬ ‫ﻤﻌﺎﻤل‬(Wobble coefficient)‫ﻁﻭل‬ ‫ﻤﻥ‬ ‫ﻤﺘﺭ‬ ‫ﻟﻜل‬
‫ﻟﻬﺫﻩ‬ ‫ﺍﻟﺩﺍﺨﻠﻰ‬ ‫ﺍﻟﺴﻁﺢ‬ ‫ﻨﻭﻋﻴﺔ‬ ‫ﻭ‬ ‫ﺍﻟﻤﺴﺘﺨﺩﻤﺔ‬ ‫ﺍﻷﺠﺭﺒﺔ‬ ‫ﻨﻭﻉ‬ ‫ﻋﻠﻰ‬ ‫ﻭﻴﻌﺘﻤﺩ‬ ‫ﺍﻹﺠﻬﺎﺩ‬ ‫ﺴﺒﻕ‬
‫ﻓﺭﻀﻪ‬ ‫ﻭﻴﻤﻜﻥ‬ ‫ﺍﻟﺼﺏ‬ ‫ﻋﻨﺩ‬ ‫ﺍﻟﻬﺯﺍﺯﺍﺕ‬ ‫ﺍﺴﺘﺨﺩﺍﻡ‬ ‫ﻭﺸﺩﺓ‬ ‫ﺍﻟﺸﺩﺍﺕ‬ ‫ﺘﻨﻔﻴﺫ‬ ‫ﻁﺭﻴﻘﺔ‬ ‫ﻭ‬ ‫ﺍﻷﺠﺭﺒﺔ‬
‫ﻴﻠﻰ‬ ‫ﻟﻤﺎ‬ ‫ﹰ‬‫ﺎ‬‫ﻁﺒﻘ‬:
٠,٠٠٣٣‫ﺍﻟﻌﺎﺩﻴﺔ‬ ‫ﻟﻠﺤﺎﻻﺕ‬ ‫ﺍﻟﻜﺎﺒل‬ ‫ﻁﻭل‬ ‫ﻤﻥ‬ ‫ﻤﺘﺭ‬ ‫ﻟﻜل‬.
٠,٠٠١٧‫ﻟﻠ‬ ‫ﺍﻟﻜﺎﺒل‬ ‫ﻁﻭل‬ ‫ﻤﻥ‬ ‫ﻤﺘﺭ‬ ‫ﻟﻜل‬‫ﻭﺍﻟﻤﺜﺒﺘـﺔ‬ ‫ﺍﻟﺠﺎﺴﺌﺔ‬ ‫ﻟﻸﺠﺭﺒﺔ‬ ‫ﺍﻟﻌﺎﺩﻴﺔ‬ ‫ﺤﺎﻻﺕ‬
‫ﺍﻟﺸﺩﺓ‬ ‫ﻓﻰ‬ ‫ﺠﻴﺩﺍ‬ ‫ﺘﺜﺒﻴﺘﺎ‬.
١٠-٣-٤-٢-٣-٣‫ﺍﻹﺠﻬﺎﺩ‬ ‫ﺴﺒﻕ‬ ‫ﺼﻠﺏ‬ ‫ﺃﺠﺭﺒﺔ‬ ‫ﻤﺴﺎﺭﺍﺕ‬ ‫ﺍﻨﺤﻨﺎﺀ‬ ‫ﻨﺘﻴﺠﺔ‬ ‫ﺍﻟﻔﻘﺩ‬
Curvature Friction Losses
‫ﺃ‬-‫ﺍﻷﺠﺭﺒﺔ‬ ‫ﻤﻊ‬ ‫ﺍﻹﺠﻬﺎﺩ‬ ‫ﺴﺒﻕ‬ ‫ﺼﻠﺏ‬ ‫ﺍﺤﺘﻜﺎﻙ‬ ‫ﻤﻥ‬ ‫ﺍﻟﻨﺎﺘﺞ‬ ‫ﺍﻹﺠﻬﺎﺩ‬ ‫ﺴﺒﻕ‬ ‫ﻗﻭﺓ‬ ‫ﻓﻰ‬ ‫ﺍﻟﻔﻘﺩ‬ ‫ﺤﺴﺎﺏ‬ ‫ﻴﺘﻡ‬
‫ﻤ‬ ‫ﻭﺍﻟﻨﺎﺘﺞ‬ ‫ﺘﺤﺘﻭﻴﻪ‬ ‫ﺍﻟﺘﻰ‬‫ﺍﻟﺘﺎﻟﻴﺔ‬ ‫ﺍﻟﻤﻌﺎﺩﻟﺔ‬ ‫ﻤﻥ‬ ‫ﺍﻷﺠﺭﺒﺔ‬ ‫ﻫﺫﻩ‬ ‫ﻤﺴﺎﺭﺍﺕ‬ ‫ﺍﻨﺤﻨﺎﺀ‬ ‫ﻥ‬:







 µ
ps
-
ox
r
x.
e.P=P (10-29)
‫ﺤﻴﺙ‬:
rps=‫ﺴﺒﻕ‬ ‫ﺼﻠﺏ‬ ‫ﺘﺤﺘﻭﻯ‬ ‫ﺍﻟﺘﻰ‬ ‫ﺍﻟﻤﻭﺍﺴﻴﺭ‬ ‫ﺘﻘﻭﺱ‬ ‫ﻗﻁﺭ‬ ‫ﻨﺼﻑ‬‫ﺍﻹﺠﻬﺎﺩ‬
µ=‫ﻜﺎﻵﺘﻰ‬ ‫ﻓﺭﻀﻪ‬ ‫ﻭﻴﻤﻜﻥ‬ ‫ﺍﻻﺤﺘﻜﺎﻙ‬ ‫ﻤﻌﺎﻤل‬:
٠,٥٥‫ﺤﺎ‬ ‫ﻓﻰ‬‫ﺍﺤﺘﻜﺎﻙ‬ ‫ﻟﺔ‬‫ﺼﻠﺏ‬‫ﻤﺘﺼﻠﺩﺓ‬ ‫ﺨﺭﺴﺎﻨﺔ‬ ‫ﻤﻊ‬
٠,٣٠‫ﺼﻠﺏ‬ ‫ﻤﻊ‬ ‫ﺼﻠﺏ‬ ‫ﺍﺤﺘﻜﺎﻙ‬ ‫ﺤﺎﻟﺔ‬ ‫ﻓﻰ‬
٠,٢٥‫ﺭﺼﺎﺹ‬ ‫ﻤﻊ‬ ‫ﺼﻠﺏ‬ ‫ﺍﺤﺘﻜﺎﻙ‬ ‫ﺤﺎﻟﺔ‬ ‫ﻓﻰ‬

31. ‫ﺍﳋﺮﺳﺎﻧﻴﺔ‬ ‫ﺍﳌﻨﺸﺂﺕ‬ ‫ﻭﺗﻨﻔﻴﺬ‬ ‫ﻟﺘﺼﻤﻴﻢ‬ ‫ﺍﳌﺼﺮﻯ‬ ‫ﺍﻟﻜﻮﺩ‬٦٢٠٠‫ﺍﻟﻌﺎﺷﺮ‬ ‫ﺍﻟﺒﺎﺏ‬
١٠-٣١
‫ﺏ‬-‫ﺍﻟﺘﺎﻟﻰ‬ ‫ﺍﻟﺸﺭﻁ‬ ‫ﻓﻴﻬﺎ‬ ‫ﻴﺘﺤﻘﻕ‬ ‫ﺍﻟﺘﻰ‬ ‫ﺍﻟﺤﺎﻻﺕ‬ ‫ﻓﻰ‬:
0.2
r
x.
ps
≤







 µ
‫ﺍﻟﻤﻌﺎﺩﻟﺔ‬ ‫ﺘﺒﺴﻴﻁ‬ ‫ﻴﻤﻜﻥ‬)١٠-٢٩(‫ﺇﻟﻰ‬







 µ
ps
ox
r
x.
-1P=P (10-30)
‫ﺠـ‬–‫ﺍﻟﺘﺎﻟﻰ‬ ‫ﺍﻟﺸﺭﻁ‬ ‫ﻓﻴﻬﺎ‬ ‫ﻴﺘﺤﻘﻕ‬ ‫ﺍﻟﺘﻰ‬ ‫ﺍﻟﺤﺎﻻﺕ‬ ‫ﻓﻰ‬:
0.2
r
x.
kx
ps
≤







 µ
+
‫ﻤـﺴﺎﺭﺍﺕ‬ ‫ﻓﻰ‬ ‫ﺍﻟﻤﻘﺼﻭﺩﺓ‬ ‫ﻏﻴﺭ‬ ‫ﺍﻟﺘﻐﻴﺭﺍﺕ‬ ‫ﻤﻥ‬ ‫ﻜل‬ ‫ﻨﺘﻴﺠﺔ‬ ‫ﺍﻹﺠﻬﺎﺩ‬ ‫ﺴﺒﻕ‬ ‫ﻓﻰ‬ ‫ﺍﻟﻔﻘﺩ‬ ‫ﺤﺴﺎﺏ‬ ‫ﻴﻤﻜﻥ‬
‫ﺍﻟﻤ‬ ‫ﻤـﻥ‬ ‫ﺍﻷﺠﺭﺒـﺔ‬ ‫ﻫـﺫﻩ‬ ‫ﺍﻨﺤﻨﺎﺀ‬ ‫ﺘﺄﺜﻴﺭ‬ ‫ﻭ‬ ‫ﺍﻹﺠﻬﺎﺩ‬ ‫ﺴﺒﻕ‬ ‫ﺼﻠﺏ‬ ‫ﺘﺤﺘﻭﻯ‬ ‫ﺍﻟﺘﻰ‬ ‫ﺍﻷﺠﺭﺒﺔ‬‫ﻌﺎﺩﻟـﺔ‬
‫ﺍﻟﺘﺎﻟﻴﺔ‬ ‫ﺍﻟﻤﺒﺴﻁﺔ‬:















 µ
ps
ox
r
x.
+kx-1P=P (10-31)
‫ﺩ‬–‫ﺍﻹﺤﺘﻜﺎﻙ‬ ‫ﻤﻌﺎﻤﻼﺕ‬ ‫ﻗﻴﻡ‬ ‫ﻤﻥ‬ ‫ﺍﻟﺘﺤﻘﻕ‬ ‫ﻴﺠﺏ‬k‫ﻭ‬µ‫ﺃﺜﻨﺎﺀ‬ ‫ﺍﻟﺘﺼﻤﻴﻡ‬ ‫ﻤﺭﺤﻠﺔ‬ ‫ﻓﻰ‬ ‫ﻓﺭﻀﻬﺎ‬ ‫ﺘﻡ‬ ‫ﺍﻟﺘﻰ‬
‫ﺍﻟﻜﺎﺒﻼﺕ‬ ‫ﺸﺩ‬.
‫ﺸﻜل‬)١٠-٦(‫ﺍﻟﻜﺎﺒل‬ ‫ﻁﻭل‬ ‫ﻋﻠﻰ‬ ‫ﺍﻹﺠﻬﺎﺩ‬ ‫ﺴﺒﻕ‬ ‫ﻓﻘﺩ‬‫ﺒﺎﻹﺤﺘﻜﺎﻙ‬ ‫ﺍﻟﻔﻘﺩ‬ ‫ﻨﺘﻴﺠﺔ‬

32. ‫ﺍﳋﺮﺳﺎﻧﻴﺔ‬ ‫ﺍﳌﻨﺸﺂﺕ‬ ‫ﻭﺗﻨﻔﻴﺬ‬ ‫ﻟﺘﺼﻤﻴﻢ‬ ‫ﺍﳌﺼﺮﻯ‬ ‫ﺍﻟﻜﻮﺩ‬٦٢٠٠‫ﺍﻟﻌﺎﺷﺮ‬ ‫ﺍﻟﺒﺎﺏ‬
١٠-٣٢
١٠-٣-٤-٣‫ﺍﻹﺠﻬﺎﺩ‬ ‫ﺴﺒﻕ‬ ‫ﻓﻰ‬ ‫ﺍﻟﺯﻤﻥ‬ ‫ﻋﻠﻰ‬ ‫ﺍﻟﻤﻌﺘﻤﺩ‬ ‫ﺍﻟﻔﻘﺩ‬
١٠-٣-٤-٣-١‫ﻨﺘﻴﺠﺔ‬ ‫ﺍﻟﻔﻘﺩ‬‫ﺍﻻ‬‫ﻨﻜﻤﺎﺵ‬‫ﺍﻟﻤﺘﺒﻘﻰ‬‫ﻟ‬‫ﻠﺨﺭﺴﺎﻨﺔ‬‫ﺍﻟﻜﺎﺒﻼﺕ‬ ‫ﺸﺩ‬ ‫ﺒﻌﺩ‬
Residual Shrinkage Losses
‫ﺃ‬-‫ﺍﻟﻤﺭﻭﻨـﺔ‬ ‫ﻤﻌـﺎﻴﺭ‬ ‫ﺃﺴـﺎﺱ‬ ‫ﻋﻠﻰ‬ ‫ﺍﻟﺨﺭﺴﺎﻨﻴﺔ‬ ‫ﻟﻠﻌﻨﺎﺼﺭ‬ ‫ﺍﻹﺠﻬﺎﺩ‬ ‫ﺴﺒﻕ‬ ‫ﻓﻰ‬ ‫ﺍﻟﻔﻘﺩ‬ ‫ﺤﺴﺎﺏ‬ ‫ﻴﺘﻡ‬
‫ﺍﻹﺠ‬ ‫ﺴﺒﻕ‬ ‫ﻟﺼﻠﺏ‬‫ﺍﻟﺨﺭﺴﺎﻨﺔ‬ ‫ﺍﻨﻜﻤﺎﺵ‬ ‫ﻤﻥ‬ ‫ﺍﻟﻨﺎﺘﺞ‬ ‫ﺍﻻﻨﻔﻌﺎل‬ ‫ﻭ‬ ‫ﻬﺎﺩ‬εsh.
‫ﺏ‬-‫ﺍﻟﺨﺭﺴﺎﻨﺔ‬ ‫ﺍﻨﻜﻤﺎﺵ‬ ‫ﻋﻥ‬ ‫ﺍﻟﻨﺎﺘﺞ‬ ‫ﺍﻻﻨﻔﻌﺎل‬ ‫ﻗﻴﻡ‬ ‫ﹸﺤﺩﺩ‬‫ﺘ‬εsh‫ﺠﺩﻭل‬ ‫ﻤﻥ‬)٢-٧-‫ﺃ‬(‫ﺘﻭﺍﻓﺭ‬ ‫ﻋﺩﻡ‬ ‫ﺤﺎﻟﺔ‬ ‫ﻭﻓﻲ‬
‫ﺠـﺩﻭل‬ ‫ﻤﻥ‬ ‫ﺍﻹﻨﻔﻌﺎﻻﺕ‬ ‫ﻫﺫﻩ‬ ‫ﻗﻴﻡ‬ ‫ﺃﺨﺫ‬ ‫ﻴﻤﻜﻥ‬ ‫ﺍﻟﺒﻴﺌﻴﺔ‬ ‫ﺍﻟﻅﺭﻭﻑ‬ ‫ﻋﻥ‬ ‫ﻜﺎﻓﻴﺔ‬ ‫ﺒﻴﺎﻨﺎﺕ‬)١٠-٤.(
‫ﺠـ‬-‫ﺍﻟﻤﺭﺤﻠﻰ‬ ‫ﺍﻟﺘﻨﻔﻴﺫ‬ ‫ﺤﺎﻟﺔ‬ ‫ﻓﻰ‬)Stage construction(‫ﺍﻹﺠﻬﺎﺩ‬ ‫ﺴﺎﺒﻕ‬ ‫ﻟﻠﻌﻨﺼﺭ‬-‫ﺤﺎﻟﺔ‬ ‫ﻓﻰ‬
‫ﺩﻗﻴﻘﺔ‬ ‫ﺒﻴﺎﻨﺎﺕ‬ ‫ﺘﻭﺍﻓﺭ‬ ‫ﻋﺩﻡ‬-‫ﻴﻤﻜﻥ‬‫ﹰ‬‫ﺎ‬‫ﺘﻘﺭﻴﺒﻴ‬‫ﻋـﻥ‬ ‫ﺍﻟﻨـﺎﺘﺞ‬ ‫ﺍﻻﻨﻔﻌﺎل‬ ‫ﻗﻴﻤﺔ‬ ‫ﻨﺼﻑ‬ ‫ﺃﻥ‬ ‫ﺍﻋﺘﺒﺎﺭ‬
‫ﺨـﻼل‬ ‫ﺘﺤﺩﺙ‬ ‫ﺍﻻﻨﻔﻌﺎل‬ ‫ﻫﺫﺍ‬ ‫ﻗﻴﻤﺔ‬ ‫ﺃﺭﺒﺎﻉ‬ ‫ﺜﻼﺜﺔ‬ ‫ﻭﺃﻥ‬ ‫ﺍﻷﻭل‬ ‫ﺍﻟﺸﻬﺭ‬ ‫ﺨﻼل‬ ‫ﺘﺤﺩﺙ‬ ‫ﺍﻻﻨﻜﻤﺎﺵ‬
‫ﺍﻟﺼﺏ‬ ‫ﺒﻌﺩ‬ ‫ﺍﻷﻭﻟﻰ‬ ‫ﺸﻬﻭﺭ‬ ‫ﺍﻟﺴﺘﺔ‬.
‫ﺠﺩﻭل‬)١٠-٤(‫ﺍﻹ‬‫ﺍﻟﺨﺭﺴ‬ ‫ﺍﻨﻜﻤﺎﺵ‬ ‫ﻨﺘﻴﺠﺔ‬ ‫ﻨﻔﻌﺎل‬‫ﺎﻨﺔ‬‫ﺍﻟﻤﺘﺒﻘﻰ‬εsh
‫ﺇ‬‫ﺍﻹﻨﻜﻤﺎﺵ‬ ‫ﻨﻔﻌﺎل‬‫ﺍﻟﻤﺘﺒﻘﻰ‬εsh ‫ﺍﻹﺠﻬﺎﺩ‬ ‫ﺴﺒﻕ‬ ‫ﻨﻅﺎﻡ‬
10-6
×300 ‫ﺍﻟﺴﺎﺒﻕ‬ ‫ﺍﻟﺸﺩ‬)Pre-tensioning()٣–٥‫ﺍﻟﺼﺏ‬ ‫ﺒﻌﺩ‬ ‫ﺃﻴﺎﻡ‬(
10-6
×200 ‫ﺍﻟﻼﺤﻕ‬ ‫ﺍﻟﺸﺩ‬)Post-tensioning()٧–١٤‫ﺍﻟﺼﺏ‬ ‫ﺒﻌﺩ‬ ‫ﻴﻭﻡ‬(
‫ﺩ‬-‫ﻨﺘﻴﺠﺔ‬ ‫ﺍﻟﻔﻘﺩ‬ ‫ﺤﺴﺏ‬‫ﻴ‬‫ﺍﻻﻨﻜﻤﺎﺵ‬‫ﻤـﺴﺒﻕ‬ ‫ﺸـﺩ‬ ‫ﺫﺍﺕ‬ ‫ﻟﻠﻌﻨﺎﺼﺭ‬)Pre-tensioning(‫ﻤـﻥ‬
‫ﺍﻟﺘﺎﻟﻴﺔ‬ ‫ﺍﻟﻌﻼﻗﺔ‬:
pshpsh E.=f ε∆ (10-32)
‫ﻻﺤﻕ‬ ‫ﺸﺩ‬ ‫ﺫﺍﺕ‬ ‫ﺍﻟﻌﻨﺎﺼﺭ‬ ‫ﻓﻰ‬ ‫ﺃﻤﺎ‬)Post-tensioning(‫ﻭﻓﻘـﺎ‬ ‫ﺍﻟﻔﻘـﺩ‬ ‫ﺤـﺴﺎﺏ‬ ‫ﻓﻴﺠﺏ‬
‫ﻟﻠﻤﻌﺎﺩﻟﺔ‬)١٠-٣٢(‫ﺍﻟ‬ ‫ﺍﻻﻨﻜﻤﺎﺵ‬ ‫ﻭﻫﻭ‬ ‫ﻓﻘﻁ‬ ‫ﺍﻟﻤﺅﺜﺭ‬ ‫ﺍﻻﻨﻜﻤﺎﺵ‬ ‫ﺘﺄﺜﻴﺭ‬ ‫ﺃﺨﺫ‬ ‫ﻤﻊ‬‫ﺤـﺩﺙ‬ ‫ﺫﻯ‬
‫ﺍﻹﺠﻬﺎﺩ‬ ‫ﺴﺒﻕ‬ ‫ﻗﻭﺓ‬ ‫ﻨﻘل‬ ‫ﺒﻌﺩ‬.
١٠-٣-٤-٣-٢‫ﺍﻟﺨﺭﺴﺎﻨﺔ‬ ‫ﺯﺤﻑ‬ ‫ﻨﺘﻴﺠﺔ‬ ‫ﺍﻟﻔﻘﺩ‬Creep Losses
‫ﺃ‬-‫ﺍﻟﻤﺭﻭﻨـﺔ‬ ‫ﻤﻌـﺎﻴﺭ‬ ‫ﺃﺴـﺎﺱ‬ ‫ﻋﻠﻰ‬ ‫ﺍﻟﺨﺭﺴﺎﻨﻴﺔ‬ ‫ﻟﻠﻌﻨﺎﺼﺭ‬ ‫ﺍﻹﺠﻬﺎﺩ‬ ‫ﺴﺒﻕ‬ ‫ﻓﻰ‬ ‫ﺍﻟﻔﻘﺩ‬ ‫ﺤﺴﺎﺏ‬ ‫ﻴﺘﻡ‬
‫ﺍﻟﺨﺭﺴﺎﻨﺔ‬ ‫ﺯﺤﻑ‬ ‫ﻋﻥ‬ ‫ﺍﻟﻨﺎﺘﺞ‬ ‫ﺍﻻﻨﻔﻌﺎل‬ ‫ﻭ‬ ‫ﺍﻹﺠﻬﺎﺩ‬ ‫ﺴﺒﻕ‬ ‫ﻟﺼﻠﺏ‬εcr.

33. ‫ﺍﳋﺮﺳﺎﻧﻴﺔ‬ ‫ﺍﳌﻨﺸﺂﺕ‬ ‫ﻭﺗﻨﻔﻴﺬ‬ ‫ﻟﺘﺼﻤﻴﻢ‬ ‫ﺍﳌﺼﺮﻯ‬ ‫ﺍﻟﻜﻮﺩ‬٦٢٠٠‫ﺍﻟﻌﺎﺷﺮ‬ ‫ﺍﻟﺒﺎﺏ‬
١٠-٣٣
‫ﺏ‬-‫ﻟﺤﺴﺎ‬ ‫ﺍﻟﻤﻁﻠﻭﺒﺔ‬ ‫ﺍﻟﺯﺤﻑ‬ ‫ﻤﻌﺎﻤل‬ ‫ﻗﻴﻡ‬ ‫ﺘﺅﺨﺫ‬‫ﻤـﻥ‬ ‫ﺍﻟﺨﺭﺴـﺎﻨﺔ‬ ‫ﺯﺤﻑ‬ ‫ﻋﻥ‬ ‫ﺍﻟﻨﺎﺘﺞ‬ ‫ﺍﻻﻨﻔﻌﺎل‬ ‫ﺏ‬
‫ﺠﺩﻭل‬)٢-٨-‫ﺏ‬(‫ﺃﺨـﺫ‬ ‫ﻴﻤﻜﻥ‬ ‫ﺍﻟﺒﻴﺌﻴﺔ‬ ‫ﺍﻟﻅﺭﻭﻑ‬ ‫ﻋﻥ‬ ‫ﻜﺎﻓﻴﺔ‬ ‫ﺒﻴﺎﻨﺎﺕ‬ ‫ﺘﻭﺍﻓﺭ‬ ‫ﻋﺩﻡ‬ ‫ﺤﺎﻟﺔ‬ ‫ﻭﻓﻰ‬
‫ﺠــﺩﻭل‬ ‫ﻤﻥ‬ ‫ﺍﻟﺨﺭﺴﺎﻨﺔ‬ ‫ﺯﺤﻑ‬ ‫ﻨﺘﻴﺠﺔ‬ ‫ﺍﻻﻨﻔﻌﺎل‬)١٠-٥.(
‫ﺠﺩﻭل‬)١٠-٥(‫ﺍﻟﺨﺭﺴﺎﻨﺔ‬ ‫ﺯﺤﻑ‬ ‫ﻨﺘﻴﺠﺔ‬ ‫ﺍﻻﻨﻔﻌﺎل‬εcr
εcr‫ﻟﻜل‬)‫ﻨﻴﻭﺘﻥ‬/‫ﻤﻡ‬٢
(‫ﺍﻟﺘﺸﻐﻴل‬ ‫ﺇﺠﻬﺎﺩﺍﺕ‬ ‫ﻤﻥ‬
‫ﺍﻹﺠﻬﺎﺩ‬ ‫ﺴﺒﻕ‬ ‫ﻋﻤﻠﻴﺔ‬ ‫ﺒﺩﺀ‬ ‫ﻋﻨﺩ‬ ‫ﺍﻟﺨﺭﺴﺎﻨﺔ‬ ‫ﻤﻘﺎﻭﻤﺔ‬fci
)‫ﻨﻴﻭﺘﻥ‬/‫ﻤﻡ‬٢
(
fci ≤ 40 fci > 40
‫ﺍﻹﺠﻬﺎﺩ‬ ‫ﺴﺒﻕ‬ ‫ﻨﻅﺎﻡ‬
10-6
×(40/fci )×48 10-6
×48
‫ﺍﻟﺴﺎﺒﻕ‬ ‫ﺍﻟﺸﺩ‬)Pre-tensioning(
)٣–٥‫ﺍﻟﺼﺏ‬ ‫ﺒﻌﺩ‬ ‫ﺃﻴﺎﻡ‬(
10-6
×(40/fci )×36 10-6
×36
‫ﺍﻟﻼﺤﻕ‬ ‫ﺍﻟﺸﺩ‬)Post-tensioning(
)٧–١٤‫ﺍﻟﺼﺏ‬ ‫ﺒﻌﺩ‬ ‫ﻴﻭﻡ‬(
‫ﺠـ‬-‫ﻓﻰ‬‫ﺍﻟﻤﻘﺎﻭﻤﺔ‬ ‫ﹸﻠﺙ‬‫ﺜ‬ ‫ﻋﻥ‬ ‫ﺍﻟﺨﺭﺴﺎﻨﻰ‬ ‫ﺒﺎﻟﻌﻨﺼﺭ‬ ‫ﻗﻁﺎﻉ‬ ‫ﺃﻯ‬ ‫ﻋﻨﺩ‬ ‫ﺍﻟﺘﺸﻐﻴل‬ ‫ﺇﺠﻬﺎﺩﺍﺕ‬ ‫ﺯﻴﺎﺩﺓ‬ ‫ﺤﺎﻟﺔ‬
‫ﻟﻠﺨﺭﺴﺎﻨﺔ‬ ‫ﻟﻠﻀﻐﻁ‬ ‫ﺍﻟﻤﻤﻴﺯﺓ‬fcu‫ﺒﺠـﺩﻭل‬ ‫ﺍﻟﻤﻌﻁـﺎﺓ‬ ‫ﺍﻻﻨﻔﻌـﺎل‬ ‫ﻗﻴﻡ‬ ‫ﺯﻴﺎﺩﺓ‬ ‫ﻴﺠﺏ‬)١٠-٥(
‫ﺍﻟﻤﻌﺎﻤل‬ ‫ﻓﻰ‬ ‫ﺒﻀﺭﺒﻬﺎ‬α‫ﺒﺎﻟﺸﻜل‬ ‫ﺍﻟﻤﺒﻴﻥ‬)١٠-٧.(

34. ‫ﺍﳋﺮﺳﺎﻧﻴﺔ‬ ‫ﺍﳌﻨﺸﺂﺕ‬ ‫ﻭﺗﻨﻔﻴﺬ‬ ‫ﻟﺘﺼﻤﻴﻢ‬ ‫ﺍﳌﺼﺮﻯ‬ ‫ﺍﻟﻜﻮﺩ‬٦٢٠٠‫ﺍﻟﻌﺎﺷﺮ‬ ‫ﺍﻟﺒﺎﺏ‬
١٠-٣٤
‫ﺸﻜل‬)١٠-٧(‫ﺍﻟﻤﻌﺎﻤل‬ ‫ﺘﻐﻴﺭ‬α‫ﺘﺸﻐﻴل‬ ‫ﺇﺠﻬﺎﺩﺍﺕ‬ ‫ﻤﻊ‬‫ﺍﻟﺨﺭﺴﺎﻨﺔ‬
‫ﺩ‬-‫ﺍﻟﻤﺭﺤﻠﻰ‬ ‫ﺍﻟﺘﻨﻔﻴﺫ‬ ‫ﺤﺎﻟﺔ‬ ‫ﻓﻰ‬)Stage construction(‫ﺍﻹﺠﻬﺎﺩ‬ ‫ﺴﺎﺒﻕ‬ ‫ﻟﻠﻌﻨﺼﺭ‬-‫ﺤﺎﻟﺔ‬ ‫ﻓﻰ‬
‫ﺩﻗﻴﻘﺔ‬ ‫ﺒﻴﺎﻨﺎﺕ‬ ‫ﺘﻭﺍﻓﺭ‬ ‫ﻋﺩﻡ‬-‫ﺘﺤﺩﺙ‬ ‫ﺍﻟﺯﺤﻑ‬ ‫ﻋﻥ‬ ‫ﺍﻟﻨﺎﺘﺞ‬ ‫ﺍﻻﻨﻔﻌﺎل‬ ‫ﻗﻴﻤﺔ‬ ‫ﻨﺼﻑ‬ ‫ﺃﻥ‬ ‫ﺍﻋﺘﺒﺎﺭ‬ ‫ﻴﻤﻜﻥ‬
‫ﺍﻷﻭﻟـﻰ‬ ‫ﺸـﻬﻭﺭ‬ ‫ﺍﻟﺴﺘﺔ‬ ‫ﺨﻼل‬ ‫ﺘﺤﺩﺙ‬ ‫ﺍﻻﻨﻔﻌﺎل‬ ‫ﻫﺫﺍ‬ ‫ﻗﻴﻤﺔ‬ ‫ﺃﺭﺒﺎﻉ‬ ‫ﺜﻼﺜﺔ‬ ‫ﺃﻥ‬ ‫ﻭ‬ ‫ﺍﻷﻭل‬ ‫ﺍﻟﺸﻬﺭ‬ ‫ﺨﻼل‬
‫ﺒﻌﺩ‬‫ﺍﻟﺼ‬‫ﺏ‬.
‫ﻫـ‬-‫ﺍﻟﻤﺘﻤﺎﺴﻙ‬ ‫ﺍﻹﺠﻬﺎﺩ‬ ‫ﺴﺒﻕ‬ ‫ﺫﺍﺕ‬ ‫ﺍﻟﻌﻨﺎﺼﺭ‬ ‫ﻓﻰ‬)Bonded prestressing(‫ﻓﻰ‬ ‫ﺍﻟﻔﻘﺩ‬ ‫ﻴﺅﺨﺫ‬
‫ﻴﻠﻰ‬ ‫ﻜﻤﺎ‬ ‫ﺍﻟﺯﺤﻑ‬ ‫ﻨﺘﻴﺠﺔ‬ ‫ﺍﻹﺠﻬﺎﺩ‬ ‫ﺴﺒﻕ‬:
cs
c
p
pcr f
E
E.
=f
φ
∆ (10-33)
‫ﺤﻴﺙ‬:φ‫ﻴﻠﻰ‬ ‫ﻜﻤﺎ‬ ‫ﻭﻴﺤﺴﺏ‬ ‫ﺍﻟﺯﺤﻑ‬ ‫ﻤﻌﺎﻤل‬ ‫ﻫﻭ‬:
el
cr=
ε
ε
φ (10-34)
‫ﺤﻴﺙ‬εel‫ﻗﻴﻤﺔ‬ ‫ﺘﺅﺨﺫ‬ ‫ﻭ‬ ‫ﺍﻟﻤﺭﻥ‬ ‫ﺍﻻﻨﻔﻌﺎل‬ ‫ﻫﻭ‬εcr‫ﺠﺩﻭل‬ ‫ﻤﻥ‬)١٠-٥(‫ﺃﻭ‬‫ﺍﻟﺒﻨﺩ‬١٠-٣-٤-٣-٢-‫ﺠـ‬.
‫ﺍﻟﺯﺤﻑ‬ ‫ﻤﻌﺎﻤل‬ ‫ﻗﻴﻤﺔ‬ ‫ﺃﺨﺫ‬ ‫ﻤﺴﺒﻕ‬ ‫ﺇﺠﻬﺎﺩ‬ ‫ﺴﺒﻕ‬ ‫ﺫﺍﺕ‬ ‫ﺍﻟﻌﻨﺎﺼﺭ‬ ‫ﻓﻰ‬ ‫ﻭﻴﻤﻜﻥ‬φ‫ﺘﺴﺎﻭﻯ‬٢,٠٠‫ﻜﻤﺎ‬
‫ﺍﻟﺯﺤـﻑ‬ ‫ﻤﻌﺎﻤل‬ ‫ﻗﻴﻤﺔ‬ ‫ﺃﺨﺫ‬ ‫ﻻﺤﻕ‬ ‫ﺇﺠﻬﺎﺩ‬ ‫ﺴﺒﻕ‬ ‫ﺫﺍﺕ‬ ‫ﺍﻟﻌﻨﺎﺼﺭ‬ ‫ﻓﻰ‬ ‫ﻴﻤﻜﻥ‬φ‫ﺘـﺴﺎﻭﻯ‬١,٦٠
‫ﻗﻴﻤﺔ‬ ‫ﻭﺘﺅﺨﺫ‬fcs‫ﺍﻟﺘﺎﻟﻴﺔ‬ ‫ﻟﻠﻤﻌﺎﺩﻟﺔ‬ ‫ﹰ‬‫ﺎ‬‫ﻁﺒﻘ‬:

35. ‫ﺍﳋﺮﺳﺎﻧﻴﺔ‬ ‫ﺍﳌﻨﺸﺂﺕ‬ ‫ﻭﺗﻨﻔﻴﺬ‬ ‫ﻟﺘﺼﻤﻴﻢ‬ ‫ﺍﳌﺼﺮﻯ‬ ‫ﺍﻟﻜﻮﺩ‬٦٢٠٠‫ﺍﻟﻌﺎﺷﺮ‬ ‫ﺍﻟﺒﺎﺏ‬
١٠-٣٥
**
csdcscs f-f=f (10-35)
‫ﺤﻴﺙ‬:
fcs
*
=‫ﻤ‬ ‫ﻋﻨﺩ‬ ‫ﺍﻟﺨﺭﺴﺎﻨﺔ‬ ‫ﻓﻰ‬ ‫ﺍﻹﺠﻬﺎﺩ‬‫ﻗـﻭﺓ‬ ‫ﻨﺘﻴﺠﺔ‬ ‫ﺍﻹﺠﻬﺎﺩ‬ ‫ﺴﺒﻕ‬ ‫ﺼﻠﺏ‬ ‫ﺴﺘﻭﻯ‬
‫ﻟﻠﺨﺭﺴﺎﻨﺔ‬ ‫ﺍﻹﺠﻬﺎﺩ‬ ‫ﺴﺒﻕ‬ ‫ﻗﻭﺓ‬ ‫ﻨﻘل‬ ‫ﻋﻨﺩ‬ ‫ﺍﻹﺠﻬﺎﺩ‬ ‫ﺴﺒﻕ‬.
fcsd
*
=‫ﻨﺘﻴﺠـﺔ‬ ‫ﺍﻹﺠﻬـﺎﺩ‬ ‫ﺴـﺒﻕ‬ ‫ﺼﻠﺏ‬ ‫ﻤﺴﺘﻭﻯ‬ ‫ﻋﻨﺩ‬ ‫ﺍﻟﺨﺭﺴﺎﻨﺔ‬ ‫ﻓﻰ‬ ‫ﺍﻹﺠﻬﺎﺩ‬
‫ﻟﻠﺨﺭﺴﺎﻨﺔ‬ ‫ﺍﻹﺠﻬﺎﺩ‬ ‫ﺴﺒﻕ‬ ‫ﻗﻭﺓ‬ ‫ﻨﻘل‬ ‫ﻋﻨﺩ‬ ‫ﺍﻟﺩﺍﺌﻤﺔ‬ ‫ﺸﺒﻪ‬ ‫ﺍﻷﺤﻤﺎل‬.
١٠-٣-٤-٣-٣-‫ﺍﻹﺠﻬﺎﺩ‬ ‫ﺴﺒﻕ‬ ‫ﺼﻠﺏ‬ ‫ﺍﺴﺘﺭﺨﺎﺀ‬ ‫ﻨﺘﻴﺠﺔ‬ ‫ﺍﻟﻔﻘﺩ‬
Steel Relaxation Losses
‫ﺃ‬-‫ﺴـﺒﻕ‬ ‫ﻓـﻰ‬ ‫ﺍﻟﻔﻘـﺩ‬ ‫ﺤﺴﺎﺏ‬ ‫ﻋﻨﺩ‬ ‫ﺍﻻﻋﺘﺒﺎﺭ‬ ‫ﻓﻰ‬ ‫ﺍﻹﺠﻬﺎﺩ‬ ‫ﺴﺒﻕ‬ ‫ﺼﻠﺏ‬ ‫ﺍﺴﺘﺭﺨﺎﺀ‬ ‫ﺘﺄﺜﻴﺭ‬ ‫ﻴﺅﺨﺫ‬
‫ﺍﻹﺠﻬﺎﺩ‬.
‫ﺏ‬-‫ﻟﻔﺘـﺭﺓ‬ ‫ﺍﻟﺼﻠﺏ‬ ‫ﻫﺫﺍ‬ ‫ﺘﺤﻤﻴل‬ ‫ﺴﺒﻕ‬ ‫ﺘﻡ‬ ‫ﺇﺫﺍ‬ ‫ﺍﻹﺠﻬﺎﺩ‬ ‫ﺴﺒﻕ‬ ‫ﺼﻠﺏ‬ ‫ﺍﺴﺘﺭﺨﺎﺀ‬ ‫ﺘﺄﺜﻴﺭ‬ ‫ﺇﻫﻤﺎل‬ ‫ﻴﻤﻜﻥ‬
‫ﺔ‬‫زﻣﻨﯿ‬‫ﺨـﻼل‬ ‫ﺍﻟﺼﻠﺏ‬ ‫ﻫﺫﺍ‬ ‫ﻟﻪ‬ ‫ﻴﺘﻌﺭﺽ‬ ‫ﺴﻭﻑ‬ ‫ﺸﺩ‬ ‫ﺇﺠﻬﺎﺩ‬ ‫ﺃﻗﺼﻰ‬ ‫ﻴﻔﻭﻕ‬ ‫ﻭﻹﺠﻬﺎﺩ‬ ‫ﻗﺼﻴﺭﺓ‬
‫ﺍﻹﺠﻬ‬ ‫ﺴﺒﻕ‬ ‫ﻋﻤﻠﻴﺔ‬‫ﺍﻟﻤﺼﻤﻡ‬ ‫ﺍﻟﻤﻬﻨﺩﺱ‬ ‫ﻤﻊ‬ ‫ﺘﺤﺩﺩ‬ ‫ﺯﻤﻨﻴﺔ‬ ‫ﻟﻔﺘﺭﺓ‬ ‫ﻭ‬ ‫ﺎﺩ‬.
‫ﺠـ‬-‫ﺍﻟﺘﺎﻟﻴﺔ‬ ‫ﺍﻟﻤﻌﺎﺩﻟﺔ‬ ‫ﻤﻥ‬ ‫ﺍﻹﺠﻬﺎﺩ‬ ‫ﺴﺒﻕ‬ ‫ﺼﻠﺏ‬ ‫ﺍﺴﺘﺭﺨﺎﺀ‬ ‫ﻨﺘﻴﺠﺔ‬ ‫ﺍﻟﻔﻘﺩ‬ ‫ﺤﺴﺎﺏ‬ ‫ﻴﻤﻜﻥ‬:
( )








∆ 0.55-
f
f
k
tlogf
=f
py
pi
1
pi
PR (10-36)
‫ﺤﻴﺙ‬:
∆fPR=‫ﺍﻹﺠﻬﺎﺩ‬ ‫ﺴﺒﻕ‬ ‫ﺼﻠﺏ‬ ‫ﺍﺴﺘﺭﺨﺎﺀ‬ ‫ﻨﺘﻴﺠﺔ‬ ‫ﺍﻹﺠﻬﺎﺩ‬ ‫ﺴﺒﻕ‬ ‫ﻓﻰ‬ ‫ﺍﻟﻔﻘﺩ‬
t=‫ﺃﻗﺼﻰ‬ ‫ﺒﺤﺩ‬ ‫ﻭ‬ ‫ﺒﺎﻟﺴﺎﻋﺔ‬ ‫ﺍﻟﺸﺩ‬ ‫ﺒﺩﺀ‬ ‫ﻤﻥ‬ ‫ﺍﻟﺯﻤﻥ‬١٠٠٠‫ﺴﺎﻋﺔ‬
fpi=‫ﺍﻟﻔﻘـﺩ‬ ‫ﺤـﺩﻭﺙ‬ ‫ﺒﻌـﺩ‬ ‫ﺍﻹﺠﻬﺎﺩ‬ ‫ﺴﺒﻕ‬ ‫ﺼﻠﺏ‬ ‫ﻓﻰ‬ ‫ﺍﻟﻤﺘﻭﻟﺩﺓ‬ ‫ﺍﻹﺒﺘﺩﺍﺌﻴﺔ‬ ‫ﺍﻹﺠﻬﺎﺩﺍﺕ‬
‫ﺍﻟﺯﻤﻥ‬ ‫ﻋﻠﻰ‬ ‫ﺍﻟﻤﻌﺘﻤﺩﺓ‬ ‫ﺍﻟﻔﻭﺍﻗﺩ‬ ‫ﺤﺩﻭﺙ‬ ‫ﻭﻗﺒل‬ ‫ﻤﺒﺎﺸﺭﺓ‬ ‫ﺍﻹﺠﻬﺎﺩ‬ ‫ﺴﺒﻕ‬ ‫ﻓﻰ‬ ‫ﺍﻟﻔﻭﺭﻯ‬
fpy=‫ﺍﻹﺠﻬﺎﺩ‬ ‫ﺴﺒﻕ‬ ‫ﻟﺼﻠﺏ‬ ‫ﺍﻟﺸﺩ‬ ‫ﻓﻲ‬ ‫ﺍﻟﺨﻀﻭﻉ‬ ‫ﺇﺠﻬﺎﺩ‬
k1=‫ﻋﻠﻰ‬ ‫ﻴﻌﺘﻤﺩ‬ ‫ﻤﻌﺎﻤل‬‫ﻴﻠﻰ‬ ‫ﻜﻤﺎ‬ ‫ﻭﻴﺅﺨﺫ‬ ‫ﺍﻹﺠﻬﺎﺩ‬ ‫ﺴﺒﻕ‬ ‫ﺼﻠﺏ‬ ‫ﻨﻭﻉ‬:
١٠‫ﺤﺎﻟﺔ‬ ‫ﻓﻲ‬steelNormal relaxation stress – relieved
٤٥‫ﺤﺎﻟﺔ‬ ‫ﻓﻲ‬steelLow relaxation stress-relieved

36. ‫ﺍﳋﺮﺳﺎﻧﻴﺔ‬ ‫ﺍﳌﻨﺸﺂﺕ‬ ‫ﻭﺗﻨﻔﻴﺬ‬ ‫ﻟﺘﺼﻤﻴﻢ‬ ‫ﺍﳌﺼﺮﻯ‬ ‫ﺍﻟﻜﻮﺩ‬٦٢٠٠‫ﺍﻟﻌﺎﺷﺮ‬ ‫ﺍﻟﺒﺎﺏ‬
١٠-٣٦
١٠-٣-٥‫ﺍﻟﺨﺎﺭﺠــﻰ‬ ‫ﺍﻻﺠﻬﺎﺩ‬ ‫ﺴﺒﻕ‬External Prestressing
١٠-٣-٥-١‫ﻤﻥ‬ ‫ﻟﻜﺎﺒﻼﺕ‬ ‫ﺍﻟﻼﺤﻕ‬ ‫ﺍﻻﺠﻬﺎﺩ‬ ‫ﺴﺒﻕ‬ ‫ﺒﺎﺴﺘﺨﺩﺍﻡ‬ ‫ﻴﺴﻤﺢ‬ ‫ﻻ‬‫ﺇﻻ‬ ‫ﺍﻟﺨﺭﺴﺎﻨﻰ‬ ‫ﺍﻟﻘﻁﺎﻉ‬ ‫ﺨﺎﺭﺝ‬
‫ﺍﻟﺘﺸﻐﻴﻠﻴﺔ‬ ‫ﺘﺤﺴﻴﻥ‬ ‫ﻭ‬ ‫ﺍﻹﺼﻼﺡ‬ ‫ﻭ‬ ‫ﺍﻟﺘﺩﻋﻴﻡ‬ ‫ﻤﺜل‬ ‫ﺍﻟﻀﺭﻭﺭﻴﺔ‬ ‫ﺍﻟﺤﺎﻻﺕ‬ ‫ﻓﻰ‬.‫ﺃﺨﺫ‬ ‫ﻭﻴﺠﺏ‬
‫ﻤﻥ‬ ‫ﺍﻟﺘﺜﺒﻴﺕ‬ ‫ﻭﻤﻭﺍﻀﻊ‬ ‫ﺍﻟﺨﺎﺭﺠﻰ‬ ‫ﺍﻻﺠﻬﺎﺩ‬ ‫ﺴﺒﻕ‬ ‫ﺼﻠﺏ‬ ‫ﻟﺤﻤﺎﻴﺔ‬ ‫ﺍﻟﻼﺯﻤﺔ‬ ‫ﺍﻻﺤﺘﻴﺎﻁﺎﺕ‬
‫ﺍﻟﺼﺩﺃ‬.
١٠-٣-٥-٢‫ﻋﻠﻰ‬ ‫ﺍﻟﺘﻨﻔﻴﺫﻴﺔ‬ ‫ﺍﻟﻠﻭﺤﺎﺕ‬ ‫ﻋﻠﻰ‬ ‫ﺍﻟﺤﻤﺎﻴﺔ‬ ‫ﺒﺄﺴﻠﻭﺏ‬ ‫ﺍﻟﺨﺎﺼﺔ‬ ‫ﺍﻟﺘﻔﺎﺼﻴل‬ ‫ﻜﺎﻓﺔ‬ ‫ﺇﻴﻀﺎﺡ‬ ‫ﻴﺠﺏ‬
‫ﺍﻟﻌﻀﻭ‬ ‫ﻋﻤﺭ‬ ‫ﺨﻼل‬ ‫ﺍﻟﻤﺤﻴﻁﺔ‬ ‫ﺍﻟﺒﻴﺌﻴﺔ‬ ‫ﺍﻟﻌﻭﺍﻤل‬ ‫ﻤﻥ‬ ‫ﺍﻟﻤﻨﺎﺴﺒﺔ‬ ‫ﺍﻟﺤﻤﺎﻴﺔ‬ ‫ﻋﻤل‬ ‫ﻴﺘﻡ‬ ‫ﺃﻥ‬
‫ﹰ‬‫ﺎ‬‫ﻁﺒﻘ‬‫ﻟﻠﺒﻨﺩ‬)١٠-٥-٣-٣(‫ﻭﺍﻟﺒﻨﺩ‬)١٠-٧-٦-٣. (
١٠-٣-٥-٣‫ﻜﺎﺒﻼﺕ‬ ‫ﺍﻋﺘﺒﺎﺭ‬ ‫ﻴﺘﻡ‬‫ﺴ‬‫ﺍﻟﻘﻁﺎﻉ‬ ‫ﻤﻊ‬ ‫ﻤﺘﻤﺎﺴﻜﺔ‬ ‫ﻏﻴﺭ‬ ‫ﺃﻨﻬﺎ‬ ‫ﻋﻠﻰ‬ ‫ﺍﻟﺨﺎﺭﺠﻴﺔ‬ ‫ﺍﻻﺠﻬﺎﺩ‬ ‫ﺒﻕ‬
‫ﺍﻟﻌﺯﻭﻡ‬ ‫ﻤﻘﺎﻭﻤﺔ‬ ‫ﺤﺴﺎﺏ‬ ‫ﻋﻨﺩ‬ ‫ﺍﻟﺨﺭﺴﺎﻨﻰ‬.
١٠-٣-٥-٤‫ﺍﻻﺤﺘﻴﺎﻁﺎ‬ ‫ﺃﺨﺫ‬ ‫ﻴﺠﺏ‬‫ﺴﺒﻕ‬ ‫ﻟﻜﺎﺒﻼﺕ‬ ‫ﺍﻟﻤﻁﻠﻭﺒﺔ‬ ‫ﺍﻹﺯﺍﺤﺔ‬ ‫ﺘﺤﻘﻴﻕ‬ ‫ﻟﻀﻤﺎﻥ‬ ‫ﺍﻟﻼﺯﻤﺔ‬ ‫ﺕ‬
‫ﺍﻟﻤﺘﻭﻗﻌﺔ‬ ‫ﺍﻟﺤﺎﻻﺕ‬ ‫ﻟﻜل‬ ‫ﻭﺫﻟﻙ‬ ‫ﺍﻟﺨﺭﺴﺎﻨﻰ‬ ‫ﺍﻟﻘﻁﺎﻉ‬ ‫ﻟﻤﺭﻜﺯ‬ ‫ﺒﺎﻟﻨﺴﺒﺔ‬ ‫ﺍﻟﺨﺎﺭﺠﻴﺔ‬ ‫ﺍﻻﺠﻬﺎﺩ‬
‫ﺍﻟﺨﺭﺴﺎﻨﻰ‬ ‫ﺍﻟﻌﻀﻭ‬ ‫ﻁﻭل‬ ‫ﺒﻜﺎﻤل‬ ‫ﻟﻠﺘﺸﻜل‬.‫ﺍﻻﺠﻬﺎﺩ‬ ‫ﺴﺒﻕ‬ ‫ﻜﺎﺒﻼﺕ‬ ‫ﺘﺜﺒﻴﺕ‬ ‫ﻭﻴﺘﻡ‬
‫ﺒﻴﻥ‬ ‫ﺍﻟﻌﻨﺼﺭ‬ ‫ﻁﻭل‬ ‫ﻋﻠﻰ‬ ‫ﻤﺘﻌﺩﺩﺓ‬ ‫ﻤﻭﺍﻀﻊ‬ ‫ﻓﻰ‬ ‫ﺍﻟﺨﺭﺴﺎﻨﻰ‬ ‫ﺍﻟﻘﻁﺎﻉ‬ ‫ﻤﻊ‬ ‫ﺍﻟﺨﺎﺭﺠﻴﺔ‬
‫ﻨﻬﺎﻴﺎ‬‫ﺍﻟﻤﻁﻠﻭﺏ‬ ‫ﺒﺎﻟﺸﻜل‬ ‫ﺍﻟﻜﺎﺒل‬ ‫ﻭﺘﻭﺠﻴﻪ‬ ‫ﺍﻟﻤﺴﺘﻬﺩﻑ‬ ‫ﺍﻟﺤﻤل‬ ‫ﺘﻭﺍﺯﻥ‬ ‫ﻟﺘﺤﻘﻴﻕ‬ ‫ﺍﻟﺘﺜﺒﻴﺕ‬ ‫ﺕ‬
‫ﺍﻷﺤﻤﺎل‬ ‫ﺘﺄﺜﻴﺭ‬ ‫ﻨﺘﻴﺠﺔ‬ ‫ﺍﻟﻜﺎﺒل‬ ‫ﺇﻫﺘﺯﺍﺯ‬ ‫ﻤﺘﻁﻠﺒﺎﺕ‬ ‫ﻭﺤﺴﺏ‬.
١٠-٣-٥-٥‫ﻋﻨﺩ‬ ‫ﻭﺍﻟﺘﺸﻜﻼﺕ‬ ‫ﺍﻟﻤﻘﺎﻭﻤﺔ‬ ‫ﻟﺤﺴﺎﺏ‬ ‫ﺍﻟﺩﻗﻴﻘﺔ‬ ‫ﺍﻹﻨﺸﺎﺌﻰ‬ ‫ﺍﻟﺘﺤﻠﻴل‬ ‫ﻁﺭﻕ‬ ‫ﺍﺴﺘﺨﺩﺍﻡ‬ ‫ﻴﺠﺏ‬
‫ﻭﺫﻟﻙ‬ ‫ﺍﻟﺨﺎﺭﺠﻴﺔ‬ ‫ﺍﻻﺠﻬﺎﺩ‬ ‫ﺴﺒﻕ‬ ‫ﻜﺎﺒﻼﺕ‬ ‫ﺘﻭﺠﻴﻪ‬ ‫ﻭﻤﻭﺍﻀﻊ‬ ‫ﺍﻟﺘﺜﺒﻴﺕ‬ ‫ﻤﻭﺍﻀﻊ‬‫ﻟﺤﺎﻻﺕ‬
‫ﺍﻟﻤﺨﺘﻠﻔﺔ‬ ‫ﺍﻟﺘﺤﻤﻴل‬.‫ﺇﺯﺍﺤﺔ‬ ‫ﻟﺘﻐﻴﺭ‬ ‫ﺍﻟﺤﺭﺠﺔ‬ ‫ﺍﻟﺤﺎﻻﺕ‬ ‫ﺍﻹﻋﺘﺒﺎﺭ‬ ‫ﻓﻰ‬ ‫ﺍﻷﺨﺫ‬ ‫ﻴﺠﺏ‬ ‫ﻜﻤﺎ‬
‫ﺍﻷﺤﻤﺎل‬ ‫ﺘﺄﺜﻴﺭ‬ ‫ﺘﺤﺕ‬ ‫ﺍﻟﻌﻀﻭ‬ ‫ﺘﺸﻜﻼﺕ‬ ‫ﻨﺘﻴﺠﺔ‬ ‫ﺍﻟﻘﻁﺎﻉ‬ ‫ﻟﻤﺭﻜﺯ‬ ‫ﺒﺎﻟﻨﺴﺒﺔ‬ ‫ﺍﻟﻜﺎﺒﻼﺕ‬.
١٠-٣-٥-٦‫ﻭﻜﺎﺒﻼﺕ‬ ‫ﺍﻟﺨﺭﺴﺎﻨﻰ‬ ‫ﺍﻟﻘﻁﺎﻉ‬ ‫ﻤﻥ‬ ‫ﻜل‬ ‫ﻋﻠﻰ‬ ‫ﺍﻟﻜﻼل‬ ‫ﺘﺄﺜﻴﺭ‬ ‫ﺍﻹﻋﺘﺒﺎﺭ‬ ‫ﻓﻰ‬ ‫ﺍﻷﺨﺫ‬ ‫ﻴﺭﺍﻋﻰ‬
‫ﻋ‬ ‫ﻜل‬ ‫ﺍﻟﺨﺎﺭﺠﻴﺔ‬ ‫ﺍﻻﺠﻬﺎﺩ‬ ‫ﺴﺒﻕ‬‫ﺍﻟﺤﺩ‬ ‫ﻭﺘﺨﻔﻴﺽ‬ ‫ﺍﻷﻗﺼﻰ‬ ‫ﺍﻟﺤﺩ‬ ‫ﺯﻴﺎﺩﺓ‬ ‫ﻤﻊ‬ ‫ﺤﺩﻩ‬ ‫ﻠﻰ‬
‫ﺒﻤﻘﺩﺍﺭ‬ ‫ﺍﻟﺘﺭﺩﺩﻯ‬ ‫ﻟﻠﺤﻤل‬ ‫ﺍﻷﺩﻨﻰ‬٥. %

37. ‫ﺍﳋﺮﺳﺎﻧﻴﺔ‬ ‫ﺍﳌﻨﺸﺂﺕ‬ ‫ﻭﺗﻨﻔﻴﺬ‬ ‫ﻟﺘﺼﻤﻴﻢ‬ ‫ﺍﳌﺼﺮﻯ‬ ‫ﺍﻟﻜﻮﺩ‬٦٢٠٠‫ﺍﻟﻌﺎﺷﺮ‬ ‫ﺍﻟﺒﺎﺏ‬
١٠-٣٧
١٠-٤‫ﺍﻻﺠﻬﺎﺩ‬ ‫ﺴﺎﺒﻘﺔ‬ ‫ﺍﻟﻤﻨﺸﺂﺕ‬ ‫ﺘﺤﻠﻴل‬ ‫ﻨﻅﻡ‬
‫ﺍﻹﺠﻬـﺎﺩ‬ ‫ﺴـﺎﺒﻘﺔ‬ ‫ﺍﻟﺨﺭﺴﺎﻨﺔ‬ ‫ﻤﻥ‬ ‫ﺍﻟﻤﻨﺸﺂﺕ‬ ‫ﻟﻌﻨﺎﺼﺭ‬ ‫ﻭﺍﻟﺘﺼﻤﻴﻡ‬ ‫ﺍﻹﻨﺸﺎﺌﻰ‬ ‫ﺍﻟﺘﺤﻠﻴل‬ ‫ﻴﺘﻡ‬ ‫ﺃﻥ‬ ‫ﻴﺠﺏ‬
‫ﺍ‬ ‫ﺤﺩ‬ ‫ﺤﺎﻟﺔ‬ ‫ﻤﺘﻁﻠﺒﺎﺕ‬ ‫ﻟﺘﺤﻘﻕ‬ ‫ﹰ‬‫ﺎ‬‫ﺍﺴﺘﺎﺘﻴﻜﻴ‬ ‫ﻤﺤﺩﺩﺓ‬ ‫ﻏﻴﺭ‬ ‫ﺃﻭ‬ ‫ﻤﺤﺩﺩﺓ‬ ‫ﻜﺎﻨﺕ‬ ‫ﺴﻭﺍﺀ‬‫ﻭﺤﺎﻻﺕ‬ ‫ﺍﻟﻘﺼﻭﻯ‬ ‫ﻟﻤﻘﺎﻭﻤﺔ‬
‫ﺍﻟﺘﺸﻐﻴل‬ ‫ﺤﺩﻭﺩ‬.
١٠-٤-١‫ﹰ‬‫ﺎ‬‫ﺍﺴﺘﺎﺘﻴﻜﻴ‬ ‫ﺍﻟﻤﺤﺩﺩﺓ‬ ‫ﻏﻴﺭ‬ ‫ﺍﻟﻤﻨﺸﺂﺕ‬
١٠-٤-١-١‫ﺭﺩ‬ ‫ﺍﻋﺘﺒـﺎﺭ‬ ‫ﻤـﻊ‬ ‫ﺍﻟﻤﺭﻭﻨﺔ‬ ‫ﻨﻅﺭﻴﺔ‬ ‫ﺒﺎﺴﺘﺨﺩﺍﻡ‬ ‫ﺍﻟﺘﺸﻐﻴل‬ ‫ﺃﺤﻤﺎل‬ ‫ﻋﻨﺩ‬ ‫ﺍﻷﺩﺍﺀ‬ ‫ﺘﻌﻴﻴﻥ‬ ‫ﻴﺘﻡ‬
‫ﺴـﺒﻕ‬ ‫ﻗـﻭﺓ‬ ‫ﻋﻥ‬ ‫ﺍﻟﻨﺎﺘﺠﺔ‬ ‫ﺍﻟﻤﺤﻭﺭﻴﺔ‬ ‫ﻭﺍﻟﻘﻭﻯ‬ ‫ﺍﻟﻘﺹ‬ ‫ﻭﻗﻭﻯ‬ ‫ﺍﻻﻨﺤﻨﺎﺀ‬ ‫ﻭﻋﺯﻭﻡ‬ ‫ﺍﻟﻔﻌل‬
‫ﻭﺍﻟﺘﻐﻴ‬ ‫ﻭﺍﻻﻨﻜﻤﺎﺵ‬ ‫ﻭﺍﻟﺯﺤﻑ‬ ‫ﺍﻹﺠﻬﺎﺩ‬‫ﻭﺍﻟﺤﺭﻜـﺔ‬ ‫ﺍﻟﻤﺤـﻭﺭﻯ‬ ‫ﻭﺍﻟﺘﺸﻜل‬ ‫ﺍﻟﺤﺭﺍﺭﻯ‬ ‫ﺭ‬
‫ﺍﻟﻤﻘﻴـﺩﺓ‬‫ﺍﻟﻤﺘﺭﺍﺒﻁـﺔ‬ ‫ﺍﻷﺠـﺯﺍﺀ‬ ‫ﺒـﻴﻥ‬)Restraint of attached structural
element(‫ﺍﻷﺴﺎﺴﺎﺕ‬ ‫ﻭﻫﺒﻭﻁ‬.
١٠-٤-١-٢‫ﻟﻠﻘﻁـﺎﻉ‬ ‫ﺍﻟﻘﺼﻭﻯ‬ ‫ﺍﻟﻤﻘﺎﻭﻤﺔ‬ ‫ﻟﺤﺴﺎﺏ‬ ‫ﺍﻟﻼﺯﻤﺔ‬ ‫ﺍﻟﻘﺼﻭﻯ‬ ‫ﺍﻻﻨﺤﻨﺎﺀ‬ ‫ﻋﺯﻭﻡ‬ ‫ﺤﺴﺎﺏ‬ ‫ﻴﺘﻡ‬
‫ﺴﺒﻕ‬ ‫ﻗﻭﻯ‬ ‫ﻤﻥ‬ ‫ﺍﻟﻨﺎﺘﺞ‬ ‫ﺍﻟﻔﻌل‬ ‫ﺭﺩ‬ ‫ﻨﺘﻴﺠﺔ‬ ‫ﺍﻻﻨﺤﻨﺎﺀ‬ ‫ﻋﺯﻭﻡ‬ ‫ﻜﻤﺠﻤﻭﻉ‬‫ﺒﻤﻌﺎﻤـل‬ ‫ﺍﻹﺠﻬﺎﺩ‬
‫ﺍﻷﺨـﺭﻯ‬ ‫ﺍﻷﺤﻤـﺎل‬ ‫ﻨﺘﻴﺠﺔ‬ ‫ﺍﻻﻨﺤﻨﺎﺀ‬ ‫ﻟﻌﺯﻭﻡ‬ ‫ﺒﺎﻹﻀﺎﻓﺔ‬ ‫ﻭﺍﺤﺩ‬ ‫ﻴﺴﺎﻭﻯ‬ ‫ﺃﻗﺼﻰ‬ ‫ﺤﻤل‬
‫ﻟﻠﺒﻨﺩ‬ ‫ﹰ‬‫ﺎ‬‫ﻁﺒﻘ‬ ‫ﻗﺼﻭﻯ‬ ‫ﺃﺤﻤﺎل‬ ‫ﺒﻤﻌﺎﻤل‬)٣-٢-١.(
١٠-٤-١-٣‫ﺍﻟﺩﺍﺨﻠﻴﺔ‬ ‫ﺍﻟﻘﻭﻯ‬ ‫ﺤﺴﺎﺏ‬ ‫ﻓﻰ‬ ‫ﺍﻟﺘﻘﺭﻴﺒﻴﺔ‬ ‫ﺍﻟﻁﺭﻕ‬ ‫ﺍﺴﺘﺨﺩﺍﻡ‬ ‫ﻋﺩﻡ‬ ‫ﻴﺠﺏ‬.
١٠-٤-٢‫ﺍﻟﻌﺯﻭﻡ‬ ‫ﺘﻭﺯﻴﻊ‬ ‫ﺇﻋﺎﺩﺓ‬
‫ﻁﺒ‬ ‫ﺍﻟﻤﺤﺴﻭﺒﺔ‬ ‫ﺍﻟﻌﺯﻭﻡ‬ ‫ﺘﻭﺯﻴﻊ‬ ‫ﺒﺈﻋﺎﺩﺓ‬ ‫ﺴﻤﺢ‬‫ﻴ‬‫ﻤﻨﺎﺴﺏ‬ ‫ﺘﺭﺘﻴﺏ‬ ‫ﺃﻯ‬ ‫ﺘﺄﺜﻴﺭ‬ ‫ﻨﺘﻴﺠﺔ‬ ‫ﺍﻟﻤﺭﻭﻨﺔ‬ ‫ﻟﻨﻅﺭﻴﺔ‬ ‫ﹰ‬‫ﺎ‬‫ﻘ‬
‫ﺍﻵﺘﻰ‬ ‫ﺘﺤﻘﻴﻕ‬ ‫ﺒﺸﺭﻁ‬ ‫ﺍﻟﺒﻭﺍﻜﻰ‬ ‫ﻋﻠﻰ‬ ‫ﺍﻟﻘﺼﻭﻯ‬ ‫ﻟﻸﺤﻤﺎل‬:
-‫ﺘﺤﻤﻴل‬ ‫ﺤﺎﻟﺔ‬ ‫ﻟﻜل‬ ‫ﻭﺍﻟﺨﺎﺭﺠﻴﺔ‬ ‫ﺍﻟﺩﺍﺨﻠﻴﺔ‬ ‫ﺍﻟﻘﻭﻯ‬ ‫ﺒﻴﻥ‬ ‫ﺍﻹﺘﺯﺍﻥ‬.
-‫ﺍﻟﻤﻭﺠـﺏ‬ ‫ﺃﻭ‬ ‫ﺍﻟـﺴﺎﻟﺏ‬ ‫ﺴـﻭﺍﺀ‬ ‫ﺍﻟﻤﺭﻭﻨـﺔ‬ ‫ﻟﻨﻅﺭﻴﺔ‬ ‫ﹰ‬‫ﺎ‬‫ﻁﺒﻘ‬ ‫ﺍﻻﻨﺤﻨﺎﺀ‬ ‫ﻟﻌﺯﻭﻡ‬ ‫ﺒﻪ‬ ‫ﺍﻟﻤﺴﻤﻭﺡ‬ ‫ﺍﻟﺘﺨﻔﻴﺽ‬
)‫ﺍﻟ‬ ‫ﺤﺎﻻﺕ‬ ‫ﺠﻤﻴﻊ‬ ‫ﻴﻐﻁﻰ‬ ‫ﺃﻥ‬ ‫ﻭﺒﺸﺭﻁ‬‫ﺘﺤﻤﻴل‬(‫ﻋﻠﻰ‬ ‫ﻴﺯﻴﺩ‬ ‫ﺃﻻ‬ ‫ﻴﺠﺏ‬١٠.%
-‫ﺍﻟﻌﺯﻭﻡ‬ ‫ﺇﻋﺎﺩﺓ‬ ‫ﻋﻨﺩﻫﺎ‬ ‫ﻴﺘﻡ‬ ‫ﺍﻟﺘﻰ‬ ‫ﺍﻟﻘﻁﺎﻋﺎﺕ‬ ‫ﻓﻰ‬ ‫ﺍﻟﻤﻤﻁﻭﻟﻴﺔ‬ ‫ﺸﺭﻁ‬.
١٠-٤-٣‫ﺍﻹﺠﻬﺎﺩ‬ ‫ﺴﺎﺒﻘﺔ‬ ‫ﺍﻟﺒـﻼﻁـﺎﺕ‬
١٠-٤-٣-١‫ﺍﻟﻤﻜﺎﻓﺌﺔ‬ ‫ﺍﻹﻁﺎﺭﺍﺕ‬ ‫ﻁﺭﻴﻘﺔ‬ ‫ﺒﺎﺴﺘﺨﺩﺍﻡ‬ ‫ﺍﻟﻘﺹ‬ ‫ﻭﻗﻭﻯ‬ ‫ﺍﻻﻨﺤﻨﺎﺀ‬ ‫ﻋﺯﻭﻡ‬ ‫ﺘﻌﻴﻴﻥ‬ ‫ﻴﻤﻜﻥ‬
‫ﻟﻠﺒﻨﺩ‬ ‫ﹰ‬‫ﺎ‬‫ﻁﺒﻘ‬)٦-٢-٧-٤.(

38. ‫ﺍﳋﺮﺳﺎﻧﻴﺔ‬ ‫ﺍﳌﻨﺸﺂﺕ‬ ‫ﻭﺗﻨﻔﻴﺬ‬ ‫ﻟﺘﺼﻤﻴﻢ‬ ‫ﺍﳌﺼﺮﻯ‬ ‫ﺍﻟﻜﻮﺩ‬٦٢٠٠‫ﺍﻟﻌﺎﺷﺮ‬ ‫ﺍﻟﺒﺎﺏ‬
١٠-٣٨
١٠-٤-٣-٢‫ﺃﻜﺜﺭ‬ ‫ﻁﺭﻴﻘﺔ‬ ‫ﺍﺴﺘﺨﺩﺍﻡ‬ ‫ﻴﻤﻜﻥ‬‫ﺍﻟﺩﺍﺨﻠﻴﺔ‬ ‫ﺍﻻﺠﻬﺎﺩﺍﺕ‬ ‫ﻟﺤﺴﺎﺏ‬ ‫ﺘﻁﻭﺭﺍ‬.
١٠-٤-٣-٣‫ﻋـﻥ‬ ‫ﺍﻹﺠﻬـﺎﺩ‬ ‫ﺴـﺎﺒﻘﺔ‬ ‫ﺍﻟﺒﻼﻁﺎﺕ‬ ‫ﻓﻰ‬ ‫ﻗﻁﺎﻉ‬ ‫ﻷﻯ‬ ‫ﺍﻟﻌﺯﻭﻡ‬ ‫ﻤﻘﺎﻭﻤﺔ‬ ‫ﺘﻘل‬ ‫ﺃﻻ‬ ‫ﻴﺠﺏ‬
‫ﻟﻠﺒﻨﺩ‬ ‫ﹰ‬‫ﺎ‬‫ﻁﺒﻘ‬ ‫ﺍﻟﻤﻁﻠﻭﺒﺔ‬ ‫ﺍﻟﻤﻘﺎﻭﻤﺔ‬)١٠-٣-٣.(
١٠-٤-٣-٤‫ﺍﻻﺠﻬﺎﺩ‬ ‫ﺴﺎﺒﻘﺔ‬ ‫ﺍﻟﺒﻼﻁﺎﺕ‬ ‫ﻓﻰ‬ ‫ﺍﻟﺜﺎﻗﺏ‬ ‫ﺍﻟﻘﺹ‬ ‫ﻤﻘﺎﻭﻤﺔ‬
١٠-٤-٣-٤-١‫ﺍﻟﻘﺹ‬ ‫ﺍﺠﻬﺎﺩﺍﺕ‬ ‫ﻟﺤﺴﺎﺏ‬ ‫ﺍﻟﺤﺭﺝ‬ ‫ﺍﻟﻘﻁﺎﻉ‬ ‫ﻴﻌﺘﺒﺭ‬‫ﺴـﺎﺒﻘﺔ‬ ‫ﺍﻟﺒﻼﻁـﺎﺕ‬ ‫ﻓـﻰ‬ ‫ﺍﻟﺜﺎﻗﺏ‬
‫ﺒﻌﺩ‬ ‫ﻋﻠﻰ‬ ‫ﺍﻹﺠﻬﺎﺩ‬
2
d
‫ﺍﻟﻔﻌل‬ ‫ﻭﺭﺩ‬ ‫ﺃﻭ‬ ‫ﺍﻟﻤﺭﻜﺯﺓ‬ ‫ﺍﻟﻘﻭﺓ‬ ‫ﺘﺄﺜﻴﺭ‬ ‫ﻤﺤﻴﻁ‬ ‫ﻤﻥ‬.
١٠-٤-٣-٤-٢‫ﺍﻟﺜﺎﻗﺏ‬ ‫ﺍﻟﻘﺹ‬ ‫ﻤﻘﺎﻭﻤﺔ‬‫ﺍﻻﻋﺘﺒﺎﺭﻴﺔ‬‫ﺍﻟﺒﻼﻁﺎﺕ‬ ‫ﻓﻰ‬:
١٠-٤-٣-٤-٢-‫ﺃ‬‫ﻟﻠﺒﻨﺩ‬ ‫ﹰ‬‫ﺎ‬‫ﻁﺒﻘ‬ ‫ﺍﻟﺜﺎﻗﺏ‬ ‫ﻟﻠﻘﺹ‬ ‫ﺍﻷﻗﺼﻰ‬ ‫ﺍﻹﺠﻬﺎﺩ‬ ‫ﻴﺤﺴﺏ‬)٤-٢-٢-٣(‫ﻓﻰ‬ ‫ﺍﻷﺨﺫ‬ ‫ﻤﻊ‬
‫ﺘﺄﺜ‬ ‫ﺍﻹﻋﺘﺒﺎﺭ‬‫ﻟﻠﺒﻨﺩ‬ ‫ﹰ‬‫ﺎ‬‫ﻁﺒﻘ‬ ‫ﺍﻟﻌﺯﻭﻡ‬ ‫ﻴﺭ‬)٦-٢-٧-٧.(
١٠-٤-٣-٤-٢-‫ﺏ‬‫ﻋﻤﺎ‬ ‫ﻗﻁﺎﻉ‬ ‫ﻷﻯ‬ ‫ﺍﻟﺒﻼﻁﺎﺕ‬ ‫ﻓﻰ‬ ‫ﺍﻹﻋﺘﺒﺎﺭﻴﺔ‬ ‫ﺍﻟﺜﺎﻗﺏ‬ ‫ﺍﻟﻘﺹ‬ ‫ﻤﻘﺎﻭﻤﺔ‬ ‫ﺘﻘل‬ ‫ﺃﻻ‬ ‫ﻴﺠﺏ‬
‫ﺍﻟﺒﻨﺩ‬ ‫ﻓﻰ‬ ‫ﻤﺫﻜﻭﺭ‬ ‫ﻫﻭ‬)٤-٢-٢-٣(
١٠-٤-٣-٤-٢-‫ﺠـ‬‫ﺴﺒﻕ‬ ‫ﺫﺍﺕ‬ ‫ﺍﻟﺒﻼﻁﺎﺕ‬ ‫ﻓﻰ‬‫ﺍ‬‫ﺘﺤﻘـﻕ‬ ‫ﻭﺍﻟﺘـﻰ‬ ‫ﺍﻹﺘﺠﺎﻫﻴﻥ‬ ‫ﻓﻰ‬ ‫ﻹﺠﻬﺎﺩ‬‫ﺍﻟـ‬‫ﺸﺭﻭﻁ‬
‫ﺒ‬ ‫ﺍﻟﻭﺍﺭﺩﺓ‬ ‫ﺃ،ﺏ،ﺝ‬‫ﻬ‬‫ﻤﻘﺎ‬ ‫ﺤﺴﺎﺏ‬ ‫ﻴﻤﻜﻥ‬ ، ‫ﺍﻟﺒﻨﺩ‬ ‫ﺫﺍ‬‫ﺍﻟﺜﺎﻗﺏ‬ ‫ﺍﻟﻘﺹ‬ ‫ﻭﻤﺔ‬‫ﺍﻻﻋﺘﺒﺎﺭﻴـﺔ‬
‫ﺍﻟﺘﺎﻟﻴﺔ‬ ‫ﺍﻟﻤﻌﺎﺩﻟﺔ‬ ‫ﻤﻥ‬:
pvpcc
c
cu
pcup q)0.1f
γ
f
(βq ++= 







(10.37)
‫ﺤﻴﺙ‬:
βp‫ﺘﺴﺎﻭﻯ‬‫ﻤﻥ‬ ‫ﺍﻷﺼﻐﺭ‬:
0.275 ‫ﺃﻭ‬ 0.80 )15.0( +
ob
dα
‫ﻭ‬fppc=‫ﺍﻟﺤﺭﺝ‬ ‫ﺍﻟﻘﻁﺎﻉ‬ ‫ﻤﺤﻴﻁ‬ ‫ﻋﻠﻰ‬ ‫ﺍﻟﺨﺭﺴﺎﻨﺔ‬ ‫ﻓﻰ‬ ‫ﺍﻟﻀﻐﻁ‬ ‫ﺇﺠﻬﺎﺩ‬ ‫ﻤﺘﻭﺴﻁ‬)‫ﺤـﺩﻭﺙ‬ ‫ﺒﻌﺩ‬
‫ﺍﻹﺠﻬﺎﺩ‬ ‫ﺴﺒﻕ‬ ‫ﻓﻭﺍﻗﺩ‬ ‫ﻜل‬(‫ﻤﻨ‬ ‫ﻋﻨﺩ‬‫ﺍﻟﺒﻼﻁﺔ‬ ‫ﻗﻁﺎﻉ‬ ‫ﺘﺼﻑ‬.
qpv=‫ﺍﻹﺠﻬﺎﺩ‬ ‫ﺴﺒﻕ‬ ‫ﻟﻘﻭﻯ‬ ‫ﺍﻟﺭﺃﺴﻴﺔ‬ ‫ﺍﻟﻤﺭﻜﺒﺎﺕ‬ ‫ﻋﻥ‬ ‫ﺍﻟﻨﺎﺘﺞ‬ ‫ﺍﻟﻘﺹ‬ ‫ﺇﺠﻬﺎﺩ‬)‫ﻜل‬ ‫ﺤﺩﻭﺙ‬ ‫ﺒﻌﺩ‬
‫ﺍﻹﺠﻬﺎﺩ‬ ‫ﺴﺒﻕ‬ ‫ﻓﻭﺍﻗﺩ‬(‫ﺍﻟﺤﺭﺝ‬ ‫ﺍﻟﻘﻁﺎﻉ‬ ‫ﻤﺤﻴﻁ‬ ‫ﺘﻘﻁﻊ‬ ‫ﺍﻟﺘﻰ‬ ‫ﺍﻟﻜﺎﺒﻼﺕ‬ ‫ﻭﺠﻤﻴﻊ‬

39. ‫ﺍﳋﺮﺳﺎﻧﻴﺔ‬ ‫ﺍﳌﻨﺸﺂﺕ‬ ‫ﻭﺗﻨﻔﻴﺬ‬ ‫ﻟﺘﺼﻤﻴﻢ‬ ‫ﺍﳌﺼﺮﻯ‬ ‫ﺍﻟﻜﻮﺩ‬٦٢٠٠‫ﺍﻟﻌﺎﺷﺮ‬ ‫ﺍﻟﺒﺎﺏ‬
١٠-٣٩
=
dobps
SinpApef
γ
β∑ )(
‫ﺍﻵﺘﻴﺔ‬ ‫ﺍﻟﺸﺭﻭﻁ‬ ‫ﺘﺤﻘﻴﻕ‬ ‫ﺒﺸﺭﻁ‬ ‫ﻭﺫﻟﻙ‬
‫ﺃ‬-‫ﺍﻟﻤﻌﺎﺩﻟﺔ‬ ‫ﻤﻥ‬ ‫ﺍﻟﺜﺎﻗﺏ‬ ‫ﺍﻟﻘﺹ‬ ‫ﻤﻘﺎﻭﻤﺔ‬ ‫ﺘﺤﺴﺏ‬)١٠-٣٧(‫ﺤﺎﻻﺕ‬ ‫ﻓﻰ‬ ‫ﻓﻘﻁ‬
‫ﺸـﻜل‬ ‫ﺍﻟﺤﺭﺝ‬ ‫ﺍﻟﻘﻁﺎﻉ‬ ‫ﻤﺤﻴﻁ‬ ‫ﻓﻴﻬﺎ‬ ‫ﻴﻜﻭﻥ‬ ‫ﺍﻟﺘﻰ‬ ‫ﺘﻠﻙ‬ ‫ﺃﻭ‬ ‫ﺍﻟﺩﺍﺨﻠﻴﺔ‬ ‫ﺍﻷﻋﻤﺩﺓ‬
‫ﻤﻐﻠﻕ‬.
‫ﺏ‬-‫ﻗﻴﻤﺔ‬ ‫ﺘﺯﻴﺩ‬ ‫ﺃﻻ‬ ‫ﻴﺠﺏ‬fcu‫ﻋﻠـﻰ‬ ‫ﺍﻟﺒﻨﺩ‬ ‫ﻫﺫﺍ‬ ‫ﻓﻰ‬ ‫ﺍﻟﻤﺴﺘﺨﺩﻤﺔ‬40‫ﻨﻴـﻭﺘﻥ‬/
‫ﻤﻡ‬٢
.
‫ﺝ‬-‫ﺍﻟﺒﻼﻁﺔ‬ ‫ﻗﻁﺎﻉ‬ ‫ﻤﻨﺘﺼﻑ‬ ‫ﻋﻨﺩ‬ ‫ﺍﻟﻀﻐﻁ‬ ‫ﺇﺠﻬﺎﺩ‬ ‫ﻗﻴﻤﺔ‬ ‫ﺘﻘل‬ ‫ﺃﻻ‬ ‫ﻴﺠﺏ‬fpcc‫ﺒﺄﻯ‬
‫ﻋـﻥ‬ ‫ﺍﻹﺘﺠـﺎﻫﻴﻥ‬ ‫ﻤﻥ‬0.9‫ﻨﻴـﻭﺘﻥ‬/‫ﻤـﻡ‬٢
‫ﻭﻻ‬‫ﻤـﻥ‬ ‫ﺃﻜﺒـﺭ‬ ‫ﺘﺅﺨـﺫ‬
3.5‫ﻨﻴﻭﺘﻥ‬/‫ﻤﻡ‬٢
.
١٠-٤-٣-٥‫ﺍﻟﺘﺸﻐﻴل‬ ‫ﺒﺤﺎﻻﺕ‬ ‫ﺍﻟﺨﺎﺼﺔ‬ ‫ﺍﻟﺤﺩﻭﺩ‬ ‫ﺠﻤﻴﻊ‬ ‫ﺍﻟﺒﻼﻁﺎﺕ‬ ‫ﻓﻰ‬ ‫ﺘﺘﺤﻘﻕ‬ ‫ﺃﻥ‬ ‫ﻴﺠﺏ‬.
١٠-٤-٣-٦‫ﻟﻠﺒﻼﻁﺎﺕ‬ ‫ﺍﻟﺘﺴﻠﻴﺢ‬ ‫ﺘﻔﺎﺼﻴل‬
-‫ﺃﻭ‬ ‫ﺍﻟﺠـﺩﺍﺌل‬ ‫ﺒـﻴﻥ‬ ‫ﺍﻟﻤـﺴﺎﻓﺔ‬ ‫ﺘﺅﺨﺫ‬ ‫ﺍﻟﺘﻭﺯﻴﻊ‬ ‫ﻤﺘﻨﻅﻤﺔ‬ ‫ﻭﺍﻷﺤﻤﺎل‬ ‫ﺍﻟﻌﺎﺩﻴﺔ‬ ‫ﺍﻟﺤﻴﺔ‬ ‫ﺍﻷﺤﻤﺎل‬ ‫ﺤﺎﻟﺔ‬ ‫ﻓﻰ‬
‫ﺒﺤﻴﺙ‬ ‫ﺍﻟﻭﺍﺤﺩ‬ ‫ﺍﻻﺘﺠﺎﻩ‬ ‫ﻓﻰ‬ ‫ﺍﻟﺠﺩﺍﺌل‬ ‫ﻤﺠﻤﻭﻋﺔ‬‫ﻋﻥ‬ ‫ﺒﻴﻨﻬﻡ‬ ‫ﺍﻟﻤﺴﺎﻓﺔ‬ ‫ﺘﺯﻴﺩ‬ ‫ﻻ‬٦‫ﺍﻟﺒﻼﻁـﺔ‬ ‫ﺴﻤﻙ‬ ‫ﻤﺭﺍﺕ‬
‫ﺃﻭ‬١,٥٠‫ﻟﻠﺠﺭﺍﺏ‬ ‫ﺍﻷﻜﺒﺭ‬ ‫ﺍﻟﺒﻌﺩ‬ ‫ﺃﻭ‬ ‫ﻤﺘﺭ‬)‫ﻤﺴﺘﺩﻴﺭﺓ‬ ‫ﻏﻴﺭ‬ ‫ﺃﺠﺭﺒﺔ‬ ‫ﺍﺴﺘﺨﺩﺍﻡ‬ ‫ﺤﺎﻟﺔ‬ ‫ﻓﻰ‬.(
-‫ﺒﻌـﺩ‬ ‫ﺍﻟﻭﺍﺤـﺩﺓ‬ ‫ﺍﻟﺠﺩﻴﻠﺔ‬ ‫ﻓﻰ‬ ‫ﺍﻟﺴﺎﺒﻕ‬ ‫ﺍﻹﺠﻬﺎﺩ‬ ‫ﻟﻘﻭﻯ‬ ‫ﺍﻷﺩﻨﻰ‬ ‫ﺍﻟﻤﺘﻭﺴﻁ‬ ‫ﻴﻜﻭﻥ‬ ‫ﺒﺤﻴﺙ‬ ‫ﺍﻟﺠﺩﺍﺌل‬ ‫ﹸﺭﺹ‬‫ﺘ‬
‫ﻴﺴﺎﻭﻯ‬ ‫ﺍﻹﺠﻬﺎﺩ‬ ‫ﺴﺒﻕ‬ ‫ﻓﻰ‬ ‫ﺍﻟﻜﻠﻰ‬ ‫ﺍﻟﻔﻘﺩ‬ ‫ﺤﺩﻭﺙ‬٠,٩٠‫ﻥ‬/‫ﻤﻡ‬٢
‫ﻗﻁ‬ ‫ﻋﻠﻰ‬‫ﺍﻟﻭﺍﺤﺩﺓ‬ ‫ﻟﻠﺠﺩﻴﻠﺔ‬ ‫ﺍﻟﺒﻼﻁﺔ‬ ‫ﺎﻉ‬
‫ﺍﻟﺠﺩﺍﺌل‬ ‫ﻤﺠﻤﻭﻋﺔ‬ ‫ﺃﻭ‬.
-‫ﺍﻟﻌﻤﻭﺩ‬ ‫ﺃﻋﻼ‬ ‫ﺍﻟﻘﺹ‬ ‫ﻗﻁﺎﻉ‬ ‫ﻓﻰ‬ ‫ﺇﺜﻨﻴﻥ‬ ‫ﻋﻥ‬ ‫ﺍﻟﻭﺍﺤﺩ‬ ‫ﺍﻻﺘﺠﺎﻩ‬ ‫ﻓﻰ‬ ‫ﺍﻟﺠﺩﺍﺌل‬ ‫ﻋﺩﺩ‬ ‫ﻴﻘل‬ ‫ﺃﻻ‬ ‫ﻴﺠﺏ‬.
١٠-٥‫ﺍﻻﻨﺸﺎﺌﻴﺔ‬ ‫ﺍﻟﺘﻔﺎﺼﻴل‬
١٠-٥-١‫ﻋـــــــﺎﻡ‬
‫ﺒﺎﻹﻀﺎﻓ‬ ‫ﺍﻟﺴﺎﺒﻊ‬ ‫ﺒﺎﻟﺒﺎﺏ‬ ‫ﺍﻟﻤﺴﻠﺤﺔ‬ ‫ﺍﻟﺨﺭﺴﺎﻨﺔ‬ ‫ﻷﻋﻤﺎل‬ ‫ﺍﻹﻨﺸﺎﺌﻴﺔ‬ ‫ﺒﺎﻟﺘﻔﺎﺼﻴل‬ ‫ﺍﻟﺨﺎﺹ‬ ‫ﻟﻠﺒﻨﺩ‬ ‫ﻴﺭﺠﻊ‬‫ﺔ‬
‫ﺫﻜﺭﻫﺎ‬ ‫ﺍﻵﺘﻰ‬ ‫ﺍﻻﺸﺘﺭﺍﻁﺎﺕ‬ ‫ﺇﻟﻰ‬.

40. ‫ﺍﳋﺮﺳﺎﻧﻴﺔ‬ ‫ﺍﳌﻨﺸﺂﺕ‬ ‫ﻭﺗﻨﻔﻴﺬ‬ ‫ﻟﺘﺼﻤﻴﻢ‬ ‫ﺍﳌﺼﺮﻯ‬ ‫ﺍﻟﻜﻮﺩ‬٦٢٠٠‫ﺍﻟﻌﺎﺷﺮ‬ ‫ﺍﻟﺒﺎﺏ‬
١٠-٤٠
١٠-٥-٢‫ﺍﻟﺨﺭﺴﺎﻨﻰ‬ ‫ﺒﺎﻟﻘﻁﺎﻉ‬ ‫ﺍﻟﻜﺎﺒﻼﺕ‬ ‫ﻤﻘﻁﻊ‬ ‫ﻟﻤﺴﺎﺤﺔ‬ ‫ﺍﻟﻘﺼﻭﻯ‬ ‫ﺍﻟﺤﺩﻭﺩ‬
‫ﻟﻠﺒﻨﺩ‬ ‫ﻴﺭﺠﻊ‬)١٠-٣-٣-١-٦.(
١٠-٥-٣‫ﻟﻠﻜﺎﺒﻼﺕ‬ ‫ﺍﻟﺨﺭﺴﺎﻨﻰ‬ ‫ﺍﻟﻐﻁﺎﺀ‬
‫ﺍﻟﺯﻤﻥ‬ ‫ﻤﻊ‬ ‫ﺍﻟﺘﺤﻤل‬ ‫ﻟﻤﺘﻁﻠﺒﺎﺕ‬ ‫ﻁﺒﻘﺎ‬ ‫ﻋﺎﻡ‬ ‫ﺒﻭﺠﻪ‬ ‫ﻟﻠﻜﺎﺒﻼﺕ‬ ‫ﺍﻟﺨﺭﺴﺎﻨﻰ‬ ‫ﺍﻟﻐﻁﺎﺀ‬ ‫ﺤﺩﺩ‬‫ﻴ‬
(Durability)‫ﻟﻠﺤﺭﻴﻕ‬ ‫ﻭﺍﻟﻤﻘﺎﻭﻤﺔ‬‫ﻭﺍﻟﻜﻭﺩ‬ ‫ﻭﺍﻟﺭﺍﺒﻊ‬ ‫ﺍﻟﺜﺎﻨﻰ‬ ‫ﻟﻠﺒﺎﺒﻴﻥ‬ ‫ﻁﺒﻘﺎ‬ ‫ﺍﻟﺘﺼﻤﻴﻡ‬ ‫ﻭﻤﺘﻁﻠﺒﺎﺕ‬
‫ﻟﻠﺤﺭﻴﻕ‬ ‫ﺍﻟﻤﺼﺭﻯ‬.
١٠-٥-٣-١‫ﺒﺎﻟﺨﺭﺴﺎﻨﺔ‬ ‫ﺍﻟﻤﺘﻤﺎﺴﻜﺔ‬ ‫ﺍﻟﻜﺎﺒﻼﺕ‬Bonded Tendons
١٠-٥-٣-١-١‫ﻋــــــــﺎﻡ‬
‫ﺍﻟﺨﺎﺼـــﺔ‬ ‫ﺒﺎﻟﺘﻭﺼﻴﺎﺕ‬ ‫ﺍﻟﻤﺘﻤﺎﺴﻜـﺔ‬ ‫ﻟﻠﻜﺎﺒﻼﺕ‬ ‫ﺍﻟﺨﺭﺴﺎﻨﻰ‬ ‫ﺍﻟﻐﻁﺎﺀ‬ ‫ﻴﻔﻰ‬ ‫ﺃﻥ‬ ‫ﻴﺠﺏ‬
‫ﺒﺎﻟﺒﻨﺩﻴﻥ‬ ‫ﺍﻟﻤﺫﻜـﻭﺭﺓ‬)٤-٣-٢-٣(‫ﻭ‬)٩-٧(‫ﻭ‬‫ﺍﻻﺸــﺘﺭﺍﻁﺎﺕ‬ ‫ﺇﻟﻰ‬ ‫ﺒﺎﻹﻀﺎﻓــﺔ‬ ‫ﺫﻟﻙ‬
‫ﺒﺎﻟﺒﻨﺩ‬ ‫ﺍﻟﻤﺫﻜــﻭﺭﺓ‬)١٠-٥-٣-١-٢(‫ﻭﺍﻟﺒﻨـﺩ‬ ‫ﺍﻟﺼﺩﺃ‬ ‫ﻤﻥ‬ ‫ﺍﻟﺘﺴﻠﻴﺢ‬ ‫ﺼﻠﺏ‬ ‫ﺒﺤﻤﺎﻴﺔ‬ ‫ﻭﺍﻟﺨﺎﺼـﺔ‬
)١٠-٥-٣-١-٣(‫ﺸﻜل‬ ‫ﻓﻰ‬ ‫ﺍﻟﻤﺒﻴﻨﺔ‬ ‫ﺍﻟﻤﺘﻁﻠﺒﺎﺕ‬ ‫ﻭﻜﺫﻟﻙ‬ ‫ﺍﻟﺤﺭﻴﻕ‬ ‫ﻤﻥ‬ ‫ﺍﻟﺘﺴﻠﻴﺢ‬ ‫ﺼﻠﺏ‬ ‫ﺒﻭﻗﺎﻴﺔ‬ ‫ﻭﺍﻟﺨﺎﺹ‬
)١٠-٨.(
‫ﺍ‬ ‫ﺫﺍﺕ‬ ‫ﺍﻷﻨﻅﻤﺔ‬ ‫ﻓﻰ‬ ‫ﺍﻟﻤﺴﺘﺨﺩﻤﺔ‬ ‫ﺍﻟﻜﺎﺒﻼﺕ‬ ‫ﻨﻬﺎﻴﺎﺕ‬ ‫ﺘﺤﺘﺎﺝ‬ ‫ﻻ‬ ‫ﻭﻋﺎﺩﺓ‬‫ﻭﺠﻭﺩ‬ ‫ﺇﻟﻰ‬ ‫ﺍﻟﻤﺴﺒﻕ‬ ‫ﻟﺸﺩ‬
‫ﻀﺩ‬ ‫ﻋﺎﺯل‬ ‫ﺒﺩﻫﺎﻥ‬ ‫ﺩﻫﺎﻨﻬﺎ‬ ‫ﻭ‬ ‫ﺍﻟﺨﺭﺴﺎﻨﻰ‬ ‫ﺍﻟﻌﻨﺼﺭ‬ ‫ﻨﻬﺎﻴﺔ‬ ‫ﻤﺴﺘﻭﻯ‬ ‫ﻨﻔﺱ‬ ‫ﻓﻰ‬ ‫ﻗﻁﻌﻬﺎ‬ ‫ﻴﻔﻀل‬ ‫ﻗﺩ‬ ‫ﺒل‬ ‫ﻏﻁﺎﺀ‬
‫ﺍﻟﺼﺩﺃ‬.
١٠-٥-٣-١-٢‫ﺍﻟﺼﺩﺃ‬ ‫ﻤﻥ‬ ‫ﻟﻠﻭﻗﺎﻴﺔ‬ ‫ﺍﻟﺨﺭﺴﺎﻨﻰ‬ ‫ﺍﻟﻐﻁﺎﺀ‬
‫ﺍﻟﻅﺭﻭﻑ‬ ‫ﺍﻟﺼﺩﺃ‬ ‫ﻤﻥ‬ ‫ﺍﻟﺼﻠﺏ‬ ‫ﻟﻭﻗﺎﻴﺔ‬ ‫ﺍﻟﻼﺯﻡ‬ ‫ﺍﻟﺨﺭﺴﺎﻨﻰ‬ ‫ﺍﻟﻐﻁﺎﺀ‬ ‫ﺘﺤﺩﻴﺩ‬ ‫ﻓﻰ‬ ‫ﺍﻻﻋﺘﺒﺎﺭ‬ ‫ﻓﻰ‬ ‫ﻴﺅﺨﺫ‬
‫ﺍﻟﻤﻨﺸﺄ‬ ‫ﻟﻬﺎ‬ ‫ﺴﻴﺘﻌﺭﺽ‬ ‫ﺍﻟﺘﻰ‬‫ﻟﻠﺠﺩﻭل‬ ‫ﹰ‬‫ﺎ‬‫ﻁﺒﻘ‬ ‫ﺍﻟﺨﺭﺴﺎﻨﻰ‬)٤-١١(‫ﺍﻟﺨﺭﺴﺎﻨﻰ‬ ‫ﺍﻟﻐﻁﺎﺀ‬ ‫ﺴﻤﻙ‬ ‫ﻭﻜﺫﺍ‬
‫ﺒﺎﻟﺠﺩﻭل‬ ‫ﺍﻟﻤﻭﻀﺤﺔ‬ ‫ﺍﻟﺨﻠﻁﺔ‬ ‫ﻭﻤﺤﺩﺩﺍﺕ‬)١٠-٦.(‫ﺒﻤﻭﺍﺩ‬ ‫ﺍﻟﺨﺎﺼﺔ‬ ‫ﺍﻟﺘﻭﺼﻴﺎﺕ‬ ‫ﺃﻴﻀﺎ‬ ‫ﻭﺘﺴﺭﻯ‬
‫ﻋﻠﻰ‬ ‫ﺍﻟﻤﺴﻠﺤﺔ‬ ‫ﺍﻟﺨﺭﺴﺎﻨﺔ‬ ‫ﺒﻤﻭﺍﺩ‬ ‫ﺍﻟﺨﺎﺹ‬ ‫ﺍﻟﻜﻭﺩ‬ ‫ﻤﻥ‬ ‫ﺍﻟﺜﺎﻨﻰ‬ ‫ﺒﺎﻟﺒﺎﺏ‬ ‫ﺍﻟﻤﻭﻀﺤﺔ‬ ‫ﻭﺍﻟﺨﻠﻁﺎﺕ‬ ‫ﺍﻟﺨﺭﺴﺎﻨﺔ‬
‫ﺍﻟﺒﻴﺎﻨﺎﺕ‬‫ﺍﻟﻭﺍﺭﺩﺓ‬‫ﺒﺎﻟﺠﺩﻭل‬)١٠-٦(‫ﺍﻻﺸﺘﺭﺍﻁﺎﺕ‬ ‫ﻭﻜﺫﺍ‬‫ﺒﺎﻟﺒﻨﺩ‬ ‫ﺍﻹﺠﻬﺎﺩ‬ ‫ﺴﺎﺒﻘﺔ‬ ‫ﺒﺎﻟﺨﺭﺴﺎﻨﺔ‬ ‫ﺍﻟﺨﺎﺼﺔ‬
)١٠-٢(‫ﻋﻥ‬ ‫ﺒﺎﻟﺨﻠﻁﺔ‬ ‫ﺍﻷﺴﻤﻨﺕ‬ ‫ﻤﺤﺘﻭﻯ‬ ‫ﻴﻘل‬ ‫ﺃﻻ‬ ‫ﻤﺭﺍﻋﺎﺓ‬ ‫ﻤﻊ‬٣٥٠‫ﻤﻥ‬ ‫ﺍﻟﻤﻜﻌﺏ‬ ‫ﻟﻠﻤﺘﺭ‬ ‫ﻜﺠﻡ‬
،‫ﺍﻟﺨﺭﺴﺎﻨﺔ‬‫ﻤﻊ‬‫ﺠﺩﻭل‬ ‫ﻤﺘﻁﻠﺒﺎﺕ‬ ‫ﻤﺭﺍﻋﺎﺓ‬)٢-١٣.(

41. ‫ﺍﳋﺮﺳﺎﻧﻴﺔ‬ ‫ﺍﳌﻨﺸﺂﺕ‬ ‫ﻭﺗﻨﻔﻴﺬ‬ ‫ﻟﺘﺼﻤﻴﻢ‬ ‫ﺍﳌﺼﺮﻯ‬ ‫ﺍﻟﻜﻮﺩ‬٦٢٠٠‫ﺍﻟﻌﺎﺷﺮ‬ ‫ﺍﻟﺒﺎﺏ‬
١٠-٤١
‫ﺠﺩﻭل‬)١٠-٦(‫ﺍﻟﺨﺭﺴﺎﻨﻰ‬ ‫ﺍﻟﻐﻁﺎﺀ‬ ‫ﻟﺴﻤﻙ‬ ‫ﺍﻷﺩﻨﻰ‬ ‫ﺍﻟﺤﺩ‬*
‫ﺍﻟﺨﺭﺴﺎﻨﻰ‬ ‫ﺍﻟﻐﻁﺎﺀ‬ ‫ﺴﻤﻙ‬)‫ﻤﻡ‬(
‫ﻟﻠﺨﺭﺴﺎﻨﺔ‬ ‫ﺭﺘﺒﺔ‬ ‫ﺃﻗل‬fcu)‫ﻥ‬/‫ﻤﻡ‬٢
(35‫ﺃﻗل‬ ‫ﺃﻭ‬4045
‫ﻴﺴﺎﻭﻯ‬ ‫ﺃﻭ‬ ‫ﻤﻥ‬ ‫ﺃﻜﺒﺭ‬
50
‫ﺍﻷﻭل‬ ‫ﺍﻟﻘﺴﻡ‬25252525
‫ﺍﻟﺜﺎﻨﻰ‬ ‫ﺍﻟﻘﺴﻡ‬-403030
‫ﺍﻟﺜﺎﻟﺙ‬ ‫ﺍﻟﻘﺴﻡ‬-504040
‫ﻅﺭﻭﻑ‬
‫ﺍﻟﺘﻌﺭﺽ‬**
‫ﺍﻟﺭﺍﺒﻊ‬ ‫ﺍﻟﻘﺴﻡ‬--6050
‫ﺤﺭﺓ‬ ‫ﻤﻴﺎﻩ‬ ‫ﻨﺴﺒﺔ‬ ‫ﺃﻜﺒﺭ‬/‫ﺃﺴﻤﻨﺕ‬0.500.450.400.35
‫ﺃﺴﻤﻨﺕ‬ ‫ﻤﺤﺘﻭﻯ‬ ‫ﺃﻗل‬)‫ﻜﺠﻡ‬/‫ﻡ‬٣
‫ﺨﺭﺴﺎﻨﺔ‬(350400425450
*‫ﺃﻜﺒﺭ‬ ‫ﺍﻋﺘﺒﺎﺭﻯ‬ ‫ﻭﻤﻘﺎﺱ‬ ‫ﻋﺎﺩﻯ‬ ‫ﻭﺯﻥ‬ ‫ﺫﻯ‬ ‫ﺭﻜﺎﻡ‬ ‫ﺍﺴﺘﺨﺩﺍﻡ‬ ‫ﻴﻔﺘﺭﺽ‬ ‫ﺍﻟﺠﺩﻭل‬ ‫ﻫﺫﺍ‬٢٠‫ﻤﻡ‬.
**‫ﻟﺠﺩﻭل‬ ‫ﹰ‬‫ﺎ‬‫ﻁﺒﻘ‬ ‫ﺍﻟﺘﻌﺭﺽ‬ ‫ﻅﺭﻭﻑ‬ ‫ﺘﺅﺨﺫ‬)٤-١١.(
١٠-٥-٣-١-٣‫ﺍﻟﺤﺭﻴﻕ‬ ‫ﻤﻥ‬ ‫ﻟﻠﻭﻗﺎﻴﺔ‬ ‫ﺍﻟﻼﺯﻡ‬ ‫ﺍﻟﻐﻁﺎﺀ‬
‫ﺠﺩﻭل‬ ‫ﺍﻟﺜﺎﻨﻰ‬ ‫ﺒﺎﻟﺒﺎﺏ‬ ‫ﺍﻟﺨﺎﺼﺔ‬ ‫ﺒﺎﻟﺘﻭﺼﻴﺎﺕ‬ ‫ﻴﺅﺨﺫ‬)٢-١٤-‫ﺃ‬(،)٢-١٤-‫ﺏ‬(‫ﻤﻥ‬ ‫ﺍﻟﻤﻨﺸﺂﺕ‬ ‫ﻟﺤﻤﺎﻴﺔ‬
‫ﻤ‬ ‫ﻭﻜﺫﻟﻙ‬ ‫ﺍﻟﺤﺭﻴﻕ‬‫ﺒﺎﻟﺠﺩﻭل‬ ‫ﺍﻟﻤﺫﻜﻭﺭﺓ‬ ‫ﺍﻟﻘﻴﻡ‬ ‫ﻴﺭﺍﻋﻰ‬ ‫ﺃﻥ‬ ‫ﻋﻠﻰ‬ ‫ﺍﻟﺤﺭﻴﻕ‬ ‫ﺒﻜﻭﺩ‬ ‫ﻭﺭﺩ‬ ‫ﺎ‬)١٠-٧(‫ﺃﺩﻨﻰ‬ ‫ﻜﺤﺩ‬.
‫ﺠﺩﻭل‬)١٠-٧(‫ﺍﻟﺤﺭﻴﻕ‬ ‫ﻤﻥ‬ ‫ﻟﻠﻭﻗﺎﻴﺔ‬ ‫ﺍﻟﻤﻁﻠﻭﺒﺔ‬ ‫ﻟﻠﻔﺘﺭﺍﺕ‬ ‫ﻁﺒﻘﺎ‬ ‫ﻟﻠﺼﻠﺏ‬ ‫ﺍﻟﺨﺭﺴﺎﻨﻰ‬ ‫ﺍﻟﻐﻁﺎﺀ‬*
‫ﺍﻟﺨﺭﺴﺎﻨﻰ‬ ‫ﺍﻟﻐﻁﺎﺀ‬)‫ﻤﻡ‬(
‫ﺍﻟﻜﻤﺭﺍﺕ‬‫ﺍﻟﺒﻼﻁﺎﺕ‬‫ﺍﻷﻋﺼﺎﺏ‬Ribs
‫ﺍﻟﻤﻁﻠﻭﺒﺔ‬ ‫ﺍﻟﻔﺘﺭﺓ‬
‫ﻟﻠﻭﻗﺎﻴﺔ‬
‫ﺍﻟﺤﺭﻴﻕ‬ ‫ﻤﻥ‬
)‫ﺒﺎﻟﺴﺎﻋﺔ‬(
‫ﺒﺴﻴ‬‫ﻁﺔ‬
‫ﺍﻻﺭﺘﻜﺎﺯ‬
‫ﻤﺴﺘﻤﺭﺓ‬
‫ﺒﺴﻴﻁﺔ‬
‫ﺍﻻﺭﺘﻜﺎﺯ‬
‫ﻤﺴﺘﻤﺭ‬
‫ﺓ‬
‫ﺒﺴﻴﻁﺔ‬
‫ﺍﻻﺭﺘﻜﺎﺯ‬
‫ﻤﺴﺘﻤﺭ‬
‫ﺓ‬
0.50252525252525
1.00252525253530
1.50353030254535
2.00603540355545
3.00706055456555
4.00807065557565
*‫ﻋﻥ‬ ‫ﺍﻟﺨﺭﺴﺎﻨﻰ‬ ‫ﺍﻟﻐﻁﺎﺀ‬ ‫ﺴﻤﻙ‬ ‫ﺯﻴﺎﺩﺓ‬ ‫ﺤﺎﻟﺔ‬ ‫ﻓﻰ‬٤٥‫ﺘﻭ‬ ‫ﻤﻡ‬‫ﺍﻨﻔﺼﺎل‬ ‫ﻟﻤﻨﻊ‬ ‫ﺍﻟﻼﺯﻤﺔ‬ ‫ﺍﻻﺤﺘﻴﺎﻁﺎﺕ‬ ‫ﺨﺫ‬
‫ﺍﻟﺸﺭﻭﺥ‬ ‫ﻋﺭﺽ‬ ‫ﻭﺤﺴﺎﺏ‬ ‫ﺍﻟﺨﺭﺴﺎﻨﻴﺔ‬ ‫ﺍﻟﺨﻠﻁﺔ‬ ‫ﺍﻨﻜﻤﺎﺵ‬ ‫ﺒﺘﻘﻠﻴل‬ ‫ﺫﻟﻙ‬ ‫ﻭﻴﻜﻭﻥ‬ ‫ﺍﻟﺨﺭﺴﺎﻨﻰ‬ ‫ﺍﻟﻐﻁﺎﺀ‬
‫ﺒﺎﻟﻤﻨﺸﺄ‬ ‫ﺍﻟﻤﺤﻴﻁﺔ‬ ‫ﻟﻠﻅﺭﻭﻑ‬ ‫ﻁﺒﻘﺎ‬ ‫ﺒﻪ‬ ‫ﺍﻟﻤﺴﻤﻭﺡ‬ ‫ﻋﻥ‬ ‫ﻴﺯﻴﺩ‬ ‫ﻻ‬ ‫ﺒﺤﻴﺙ‬.

42. ‫ﺍﳋﺮﺳﺎﻧﻴﺔ‬ ‫ﺍﳌﻨﺸﺂﺕ‬ ‫ﻭﺗﻨﻔﻴﺬ‬ ‫ﻟﺘﺼﻤﻴﻢ‬ ‫ﺍﳌﺼﺮﻯ‬ ‫ﺍﻟﻜﻮﺩ‬٦٢٠٠‫ﺍﻟﻌﺎﺷﺮ‬ ‫ﺍﻟﺒﺎﺏ‬
١٠-٤٢
١٠-٥-٣-٢‫اﻟﻤﺴﺘﻘﯿﻤﺔ‬ ‫ﻟﻸﺟﺮﺑﮫ‬ ‫اﻟﺨﺮﺳﺎﻧﻰ‬ ‫اﻟﻐﻄﺎء‬)‫ﻣﻨﺤﻨﯿﺔ‬ ‫اﻟﻐﯿﺮ‬(
‫ﺍﻟﺨﺭﺴﺎﻨﻰ‬ ‫ﺍﻟﻐﻁﺎﺀ‬ ‫ﺴﻤﻙ‬ ‫ﻴﻘل‬ ‫ﺃﻻ‬ ‫ﻴﺠﺏ‬‫ﻋﻥ‬ ‫ﻟﻸﺠﺭﺒﺔ‬ ‫ﺍﻟﺨﺎﺭﺠﻰ‬ ‫ﺍﻟﺤﺩ‬ ‫ﻤﻥ‬ ‫ﻤﻘﺎﺴﺎ‬٥٠،‫ﻤـﻡ‬
‫ﺍﻟﺒﻨﺩ‬ ‫ﻓﻰ‬ ‫ﺍﻟﻤﺫﻜﻭﺭ‬ ‫ﺍﻟﺨﺭﺴﺎﻨﻰ‬ ‫ﺍﻟﻐﻁﺎﺀ‬ ‫ﻗﻴﻤﺔ‬ ‫ﺃﻭ‬)١٠-٥-٣-١(‫ﻭﺍﻟﺠـﺩﻭل‬)١٠-٦(‫ﻭﺍﻟﺠـﺩﻭل‬
)١٠-٧(‫ﻣﻀﺎف‬‫ﺒﺎﻟﺸﻜل‬ ‫ﺍﻟﻤﺒﻴﻥ‬ ‫ﺃﻭ‬ ،‫ﺍﻟﻜﺎﻨﺔ‬ ‫ﻗﻁﺭ‬ ‫ﺇﻟﻴﻪ‬)١٠-٩(‫ﺍﻟﺸﻜل‬ ‫ﻭ‬)١٠-١٠(‫ﺃﻜﺒﺭ‬ ‫ﺃﻴﻬﻡ‬
‫ﺍﻟ‬ ‫ﺍﻟﺨﺭﺴﺎﻨﺔ‬ ‫ﺘﻜﻭﻥ‬ ‫ﻷﻥ‬ ‫ﺍﻟﻜﺎﻓﻴﺔ‬ ‫ﺍﻻﺤﺘﻴﺎﻁﺎﺕ‬ ‫ﺘﺅﺨﺫ‬ ‫ﺃﻥ‬ ‫ﻴﺭﺍﻋﻰ‬ ‫ﺃﻥ‬ ‫ﻋﻠﻰ‬‫ﻜﺜﻴﻔـﺔ‬ ‫ﻟﻠﻐﻁـﺎﺀ‬ ‫ﻤﻜﻭﻨـﺔ‬
‫ﺍﻟﺒﻨﺩ‬ ‫ﻤﺘﻁﻠﺒﺎﺕ‬ ‫ﹰ‬‫ﺎ‬‫ﺃﻴﻀ‬ ‫ﻴﺭﺍﻋﻰ‬ ‫ﺍﻟﻤﻨﺤﻨﻴﺔ‬ ‫ﻟﻠﻜﺎﺒﻼﺕ‬ ‫ﻭﺒﺎﻟﻨﺴﺒﺔ‬ ‫ﻜﺎﻓﻴﺔ‬ ‫ﺒﺩﺭﺠﺔ‬)١٠-٥-٥.(
a<2.5 φb<‫ﻟﻠﺮﻛﺎم‬ ‫اﻷﻛﺒﺮ‬ ‫اﻻﻋﺘﺒﺎر‬ ‫اﻟﻤﻘﺎس‬+٥‫ﻣﻠﻠﯿﻤﺘﺮ‬
<‫ﺍﻷﺩﻨﻰ‬ ‫ﺍﻟﺨﺭﺴﺎﻨﺔ‬ ‫ﻏﻁﺎﺀ‬+‫ﺍﻟﻜﺎﻨﺔ‬ ‫ﻗﻁﺭ‬φ <2
<٢٠‫ﻤﻠﻠﻴﻤﺘﺭ‬
c<‫ﻟﻠﺮﻛﺎم‬ ‫اﻷﻛﺒﺮ‬ ‫اﻻﻋﺘﺒﺎري‬ ‫اﻟﻤﻘﺎس‬
<2 φ
<١٠‫ﻤﻠﻠﻴﻤﺘﺭ‬
‫ﺍﻟﻤﺴﺎﻓﺎﺕ‬ ‫ﺘﻘل‬ ‫ﺃﻻ‬ ‫ﹰ‬‫ﺎ‬‫ﺃﻴﻀ‬ ‫ﻴﺠﺏ‬ ‫ﻜﻤﺎ‬a،b،c‫ﺍﻟﺸﺭﻜﺎﺕ‬ ‫ﻗﺒل‬ ‫ﻤﻥ‬ ‫ﻋﻠﻴﻬﺎ‬ ‫ﺍﻟﻤﻨﺼﻭﺹ‬ ‫ﺍﻟﻘﻴﻡ‬ ‫ﻋﻥ‬
‫ﻟﻠﻜﺎﺒﻼﺕ‬ ‫ﺍﻟﻤﻨﺘﺠﺔ‬.
‫ﺸﻜل‬)١٠-٨(‫ﺍﻷﺴﻼﻙ‬ ‫ﺒﻴﻥ‬ ‫ﺒﻬﺎ‬ ‫ﻤﺴﻤﻭﺡ‬ ‫ﻭﻤﺴﺎﻓﺎﺕ‬ ‫ﺨﺭﺴﺎﻨﻰ‬ ‫ﻏﻁﺎﺀ‬ ‫ﺃﻗل‬
‫ﺃﻭ‬‫ﺍﻟﺴﺎﺒﻕ‬ ‫ﺍﻟﺸﺩ‬ ‫ﻨﻅﺎﻡ‬ ‫ﻓﻰ‬ ‫ﺍﻟﺠﺩﺍﺌل‬

43. ‫ﺍﳋﺮﺳﺎﻧﻴﺔ‬ ‫ﺍﳌﻨﺸﺂﺕ‬ ‫ﻭﺗﻨﻔﻴﺬ‬ ‫ﻟﺘﺼﻤﻴﻢ‬ ‫ﺍﳌﺼﺮﻯ‬ ‫ﺍﻟﻜﻮﺩ‬٦٢٠٠‫ﺍﻟﻌﺎﺷﺮ‬ ‫ﺍﻟﺒﺎﺏ‬
١٠-٤٣
a<‫ﺑﻨﺪ‬ ‫اﻷدﻧﻰ‬ ‫اﻟﺨﺮﺳﺎﻧﺔ‬ ‫ﻏﻄﺎء‬)١٠-٥-٣-١+ (‫اﻟﻜﺎﻧﺔ‬ ‫ﻗﻄﺮ‬b1<‫أو‬ ‫ﺮاب‬‫اﻟﺠ‬ ‫ﻗﻄﺮ‬
٤٠‫ﻣﻠﻠﯿﻤﺘﺮ‬
<‫اﻟﺠﺮاب‬ ‫ﻗﻄﺮ‬φ‫ﺣﺎﻟﺔ‬ ‫ﻓﻰ‬φ>٨٠‫ﻣﻠﻠﯿﻤﺘﺮ‬c1<‫أو‬ ‫اﻟﺠﺮاب‬ ‫ﻗﻄﺮ‬٥٠‫ﻣﻠﻠﯿﻤﺘﺮ‬
<٠٫٧٥‫اﻟﺠﺮاب‬ ‫ﻗﻄﺮ‬φ‫ﺣﺎ‬ ‫ﻓﻰ‬‫ﻟﺔ‬φ<١٢٠‫ﻣﻠﻠﯿﻤﺘﺮ‬
<٥٠‫ﻣﻠﻠﯿﻤﺘﺮ‬
‫ﺷﻜﻞ‬)١٠-٩(‫ﺍﻟﻜﺎﺑﻼﺕ‬ ‫ﺃﺟﺮﺑﺔ‬ ‫ﺑﲔ‬ ‫ﺎ‬ ‫ﻣﺴﻤﻮﺡ‬ ‫ﻭﻣﺴﺎﻓﺎﺕ‬ ‫ﺧﺮﺳﺎﱏ‬ ‫ﻏﻄﺎﺀ‬ ‫ﺃﻗﻞ‬
‫ﺍﻟﻼﺣﻖ‬ ‫ﺍﻟﺸﺪ‬ ‫ﻧﻈﺎﻡ‬ ‫ﰱ‬)‫ﻣﻨﻔﺮﺩﺓ‬ ‫ﻛﺎﺑﻼﺕ‬(
a<‫ﺸﻜل‬ ‫ﻓﻰ‬ ‫ﺍﻟﻤﺒﻴﻥ‬ ‫ﻤﺜل‬)١٠-٧(a<١,٥‫ﺍﻟﺠﺭﺍﺏ‬ ‫ﻗﻁﺭ‬a<١٫٥‫اﻟﺠﺮاب‬ ‫ﻗﻄﺮ‬
b2<١,٥‫ﺍﻟﺠﺭﺍﺏ‬ ‫ﻗﻁﺭ‬b3<١,٥‫ﺍﻟﺠﺭﺍﺏ‬ ‫ﻗﻁﺭ‬b4<١,٥‫ﺍﻟﺠﺭﺍﺏ‬ ‫ﻗﻁﺭ‬
c2<١,٢‫ﺍﻟﺠﺭﺍﺏ‬ ‫ﻗﻁﺭ‬c3<١,٢‫ﺍﻟﺠﺭﺍﺏ‬ ‫ﻗﻁﺭ‬c4<١,٢‫ﺍﻟﺠﺭﺍﺏ‬ ‫ﻗﻁﺭ‬
‫ﺘﻜﻭﻥ‬ ‫ﺃﻥ‬ ‫ﻴﺭﺍﻋﻰ‬φ>١٠٠‫ﻤﻠﻠﻴﻤﺘﺭ‬‫ﺘﻜﻭﻥ‬ ‫ﺃﻥ‬ ‫ﻴﺭﺍﻋﻰ‬φ>٥٠
‫ﻤﻠﻠﻴﻤﺘﺭ‬
‫ﺘﻜﻭﻥ‬ ‫ﺃﻥ‬ ‫ﻴﺭﺍﻋﻰ‬φ>٥٠
‫ﻤﻠﻠﻴﻤﺘﺭ‬
‫ﺠﺩﻭل‬ ‫ﻤﺘﻁﻠﺒﺎﺕ‬ ‫ﹰ‬‫ﺎ‬‫ﺃﻴﻀ‬ ‫ﻴﺭﺍﻋﻰ‬)١٠-٨(،)١٠-٩(
‫ﻣﻠﺤﻮﻇﺔ‬:‫اﻟﻤ‬‫اﻟﻮاﺣﺪ‬ ‫ﻟﻠﻜﺎﺑﻞ‬ ‫اﻟﺠﺮاب‬ ‫ﻗﻄﺮ‬ ‫ھﻮ‬ ‫اﻟﺠﺮاب‬ ‫ﺑﻘﻄﺮ‬ ‫ﻘﺼﻮد‬.
‫ﺷﻜﻞ‬)١٠-١٠(‫أﺟﺮﺑﺔ‬ ‫ﺑﯿﻦ‬ ‫ﺑﮭﺎ‬ ‫ﻣﺴﻤﻮح‬ ‫وﻣﺴﺎﻓﺎت‬ ‫ﺧﺮﺳﺎﻧﻰ‬ ‫ﻏﻄﺎء‬ ‫أﻗﻞ‬
‫ﺍﻟﻼﺣﻖ‬ ‫ﺍﻟﺸﺪ‬ ‫ﻧﻈﺎﻡ‬ ‫ﰱ‬ ‫ﺍﻟﻜﺎﺑﻼﺕ‬)‫ﳎﻤﻌﺔ‬ ‫ﻛﺎﺑﻼﺕ‬(

44. ‫ﺍﳋﺮﺳﺎﻧﻴﺔ‬ ‫ﺍﳌﻨﺸﺂﺕ‬ ‫ﻭﺗﻨﻔﻴﺬ‬ ‫ﻟﺘﺼﻤﻴﻢ‬ ‫ﺍﳌﺼﺮﻯ‬ ‫ﺍﻟﻜﻮﺩ‬٦٢٠٠‫ﺍﻟﻌﺎﺷﺮ‬ ‫ﺍﻟﺒﺎﺏ‬
١٠-٤٤
١٠-٥-٣-٣‫اﻟﺨﺎرﺟﯿﺔ‬ ‫اﻟﻜﺎﺑﻼت‬External Tendons
‫ﺘﻜﻭﻥ‬ ‫ﺃﻥ‬ ‫ﻴﺠﺏ‬ ‫ﺨﺭﺴﺎﻨﻰ‬ ‫ﺒﻐﻁﺎﺀ‬ ‫ﺍﻟﺨﺎﺭﺠﻴﺔ‬ ‫ﺍﻟﻜﺎﺒﻼﺕ‬ ‫ﺤﻤﺎﻴﺔ‬ ‫ﺤﺎﻟﺔ‬ ‫ﻓﻰ‬‫ﺫﺍﺕ‬ ‫ﻜﺜﻴﻔﺔ‬ ‫ﺍﻟﺨﺭﺴﺎﻨﺔ‬
‫ﻋﻥ‬ ‫ﻴﻘل‬ ‫ﻻ‬ ‫ﺇﺠﻬﺎﺩ‬٤٠‫ﻨﻴﻭﺘﻥ‬/‫ﻤﻡ‬٢
‫ﻓـﻰ‬ ‫ﺍﻟﺨﺭﺴﺎﻨﻰ‬ ‫ﺍﻟﻐﻁﺎﺀ‬ ‫ﺴﻤﻙ‬ ‫ﻴﻘل‬ ‫ﺃﻻ‬ ‫ﻭ‬ ‫ﺘﺒﺎﻋﺎ‬ ‫ﺘﻀﺎﻑ‬ ‫ﻭﺃﻥ‬
‫ﺍﻟﺨﺭﺴـﺎﻨﻰ‬ ‫ﺍﻟﻘﻁـﺎﻉ‬ ‫ﺩﺍﺨـل‬ ‫ﺍﻟﻜﺎﺒﻼﺕ‬ ‫ﻭﺠﻭﺩ‬ ‫ﺤﺎﻟﺔ‬ ‫ﻓﻰ‬ ‫ﻟﻠﻐﻁﺎﺀ‬ ‫ﺍﻟﻤﺤﺩﺩ‬ ‫ﺍﻟﺴﻤﻙ‬ ‫ﻋﻥ‬ ‫ﺍﻟﺤﺎﻟﺔ‬ ‫ﻫﺫﻩ‬
‫ﺒﺎﻟﻌﻨﺼﺭ‬ ‫ﺘﺴﻠﻴﺢ‬ ‫ﺼﻠﺏ‬ ‫ﺒﺎﺴﺘﺨﺩﺍﻡ‬ ‫ﺍﻟﺨﺭﺴﺎﻨﻰ‬ ‫ﺍﻟﻐﻁﺎﺀ‬ ‫ﺭﺒﻁ‬ ‫ﻴﺘﻡ‬ ‫ﻭﺃﻥ‬ ‫ﻤﻤﺎﺜﻠﺔ‬ ‫ﻅﺭﻭﻑ‬ ‫ﻓﻰ‬ ‫ﺍﻹﻨﺸﺎﺌﻲ‬
‫ﺍﻟ‬‫ﺍﻟﺭﺍﺒﻊ‬ ‫ﺒﺎﻟﺒﺎﺏ‬ ‫ﺍﻟﻤﺫﻜﻭﺭﺓ‬ ‫ﻟﻠﻤﺘﻁﻠﺒﺎﺕ‬ ‫ﻁﺒﻘﺎ‬ ‫ﺍﻟﺸﺭﻭﺥ‬ ‫ﻓﻰ‬ ‫ﺍﻟﺘﺤﻜﻡ‬ ‫ﻤﻥ‬ ‫ﺍﻟﺘﺤﻘﻕ‬ ‫ﻤﻊ‬ ‫ﺍﻹﺠﻬﺎﺩ‬ ‫ﺴﺎﺒﻕ‬.
١٠-٥-٤‫اﻹﺟﮭﺎد‬ ‫ﺳﺒﻖ‬ ‫ﻛﺎﺑﻼت‬ ‫ﺑﯿﻦ‬ ‫اﻟﻤﺴﺎﻓﺔ‬
١٠-٥-٤-١‫ﻋــــــﺎم‬
‫ﺍﻵﺘﻴـﺔ‬ ‫ﺍﻻﺸﺘﺭﺍﻁﺎﺕ‬ ‫ﺍﻟﻜﺎﺒﻼﺕ‬ ‫ﻤﺠﻤﻭﻋﺎﺕ‬ ‫ﺒﻴﻥ‬ ‫ﺃﻭ‬ ‫ﺍﻟﻜﺎﺒﻼﺕ‬ ‫ﺒﻴﻥ‬ ‫ﺍﻟﻤﺴﺎﻓﺔ‬ ‫ﺘﺤﻘﻕ‬ ‫ﺃﻥ‬ ‫ﻴﺠﺏ‬
‫ﻤ‬ ‫ﻫﻭ‬ ‫ﻋﻤﺎ‬ ‫ﺍﻷﺤﻭﺍل‬ ‫ﻤﻥ‬ ‫ﺤﺎل‬ ‫ﺒﺄﻯ‬ ‫ﺘﻘل‬ ‫ﺃﻻ‬ ‫ﻋﻠﻰ‬‫ﻟﻬﺎ‬ ‫ﺍﻟﻤﻨﺘﺠﺔ‬ ‫ﺍﻟﺸﺭﻜﺎﺕ‬ ‫ﻗﺒل‬ ‫ﻤﻥ‬ ‫ﻋﻠﻴﻪ‬ ‫ﻨﺼﻭﺹ‬.
١٠-٥-٤-٢‫اﻟﺴﺎﺑﻖ‬ ‫اﻟﺸﺪ‬ ‫ﻧﻈﺎم‬ ‫ﻓﻰ‬ ‫اﻟﻜﺎﺑﻼت‬ ‫ﺑﯿﻦ‬ ‫اﻟﻤﺴﺎﻓﺔ‬Pre-tensioning
‫ﻟﻠﺸﻜل‬ ‫ﹰ‬‫ﺎ‬‫ﻁﺒﻘ‬ ‫ﺍﻟﻜﺎﺒﻼﺕ‬ ‫ﺒﻴﻥ‬ ‫ﺍﻟﻤﺴﺎﻓﺔ‬ ‫ﹸﺤﺩﺩ‬‫ﺘ‬)١٠-٨.(‫ﻓﻴﻬـﺎ‬ ‫ﻴﺘﻡ‬ ‫ﺍﻟﺘﻰ‬ ‫ﺍﻟﻌﻨﺎﺼﺭ‬ ‫ﺤﺎﻟﺔ‬ ‫ﻭﻓﻰ‬
‫ﺍﻟﺼﺏ‬ ‫ﻗﺒل‬ ‫ﺍﻟﺸﺩ‬ ‫ﺘﻨﻔﻴﺫ‬(Pre-tensioned)‫ﺍﻟﺨﺭﺴﺎﻨﺔ‬ ‫ﻤﻊ‬ ‫ﺍﻟﺼﻠﺏ‬ ‫ﻓﻴﻬﺎ‬ ‫ﻴﺘﻤﺎﺴﻙ‬ ‫ﻭﺍﻟﺘﻰ‬‫ﺒﻁﺭﻴـﻕ‬
‫ﺍﻟﺭﺒﻁ‬(Bonded tendons)‫ﺍﻷﺴﻴﺎﺥ‬ ‫ﺒﻴﻥ‬ ‫ﺍﻟﻤﺴﺎﻓﺔ‬ ‫ﻓﺈﻥ‬(Wires)‫ﺍﻟﺠـﺩﺍﺌل‬ ‫ﺃﻭ‬(Strands)
‫ﺒﺎﻟﺒﻨﺩﻴﻥ‬ ‫ﺠﺎﺀ‬ ‫ﻤﺎ‬ ‫ﺘﺤﻘﻕ‬ ‫ﺃﻥ‬ ‫ﻴﺠﺏ‬ ‫ﺍﻟﻨﻬﺎﻴﺎﺕ‬ ‫ﻋﻨﺩ‬)١٠-٣-٣-٢(‫ﻭ‬)١٠-٣-٣-٥.(‫ﻜﺎﻨﺕ‬ ‫ﻓﺈﺫﺍ‬
‫ﻴﺅﺨـﺫ‬ ‫ﺃﻥ‬ ‫ﻴﺠﺏ‬ ‫ﺍﻟﺒﻌﺽ‬ ‫ﺒﻌﻀﻬﺎ‬ ‫ﻋﻥ‬ ‫ﻤﺘﺒﺎﻋﺩﺓ‬ ‫ﺃﻜﺜﺭ‬ ‫ﺃﻭ‬ ‫ﻤﺠﻤﻭﻋﺘﻴﻥ‬ ‫ﻓﻲ‬ ‫ﻤﻭﻀﻭﻋﺔ‬ ‫ﺍﻟﻜﺎﺒﻼﺕ‬ ‫ﻫﺫﻩ‬
‫ﺤ‬ ‫ﺇﻤﻜﺎﻨﻴﺔ‬ ‫ﺍﻻﻋﺘﺒﺎﺭ‬ ‫ﻓﻲ‬‫ﻁـﻭﻟﻰ‬ ‫ﺍﻨﻔﻼﻕ‬ ‫ﺩﻭﺙ‬(Longitudinal splitting)‫ﺍﻟﻌﻨـﺼﺭ‬ ‫ﻓـﻰ‬
‫ﺘﺴﻠﻴﺢ‬ ‫ﻭﻴﻀﺎﻑ‬ ‫ﺍﻹﻨﺸﺎﺌﻲ‬‫وﻛﺎﻧﺎت‬‫ﺍﻻﻨﻔﻼﻕ‬ ‫ﺫﻟﻙ‬ ‫ﺤﺩﻭﺙ‬ ‫ﻟﻤﻨﻊ‬.
١٠-٥-٤-٣‫اﻟﻼﺣﻖ‬ ‫اﻟﺸﺪ‬ ‫ﻧﻈﺎم‬ ‫ﻓﻰ‬ ‫اﻟﻜﺎﺑﻼت‬ ‫ﺑﯿﻦ‬ ‫اﻟﻤﺴﺎﻓﺔ‬Post-tensioning
‫ﹰ‬‫ﺎ‬‫ﻁﺒﻘـ‬ ‫ﺍﻷﺨﺭﻯ‬ ‫ﻭﺍﻟﻜﺎﺒﻼﺕ‬ ‫ﺍﻷﺠﺭﺒﺔ‬ ‫ﺒﻴﻥ‬ ‫ﺃﻭ‬ ‫ﺍﻷﺠﺭﺒﺔ‬ ‫ﺒﻴﻥ‬ ‫ﺍﻟﺼﺎﻓﻴﺔ‬ ‫ﺍﻟﻤﺴﺎﻓﺔ‬ ‫ﺘﻘل‬ ‫ﺃﻻ‬ ‫ﻴﺠﺏ‬
‫ﻟﻠﺸـ‬‫ﻜﻠﻴﻥ‬)١٠-٩(‫ﻭ‬)١٠-١٠(‫ﺃﻜﺒﺭ‬ ‫ﺃﻴﻬﺎ‬ ‫ﺍﻵﺘﻴﺔ‬ ‫ﺍﻟﻘﻴﻡ‬ ‫ﻋﻥ‬:
‫ﺃ‬-‫ﺍﻟﻴﻪ‬ ‫ﹰ‬‫ﺎ‬‫ﻤﻀﺎﻓ‬ ‫ﻟﻠﺭﻜﺎﻡ‬ ‫ﺍﻷﻜﺒﺭ‬ ‫ﺍﻻﻋﺘﺒﺎﺭﻯ‬ ‫ﺍﻟﻤﻘﺎﺱ‬٥‫ﻤﻡ‬
‫ﺏ‬–‫ﺍﻟﺭﺃﺴﻰ‬ ‫ﺍﻹﺘﺠﺎﻩ‬ ‫ﻓﻲ‬:‫ﻟﻠﺠﺭﺍﺏ‬ ‫ﺍﻟﺭﺃﺴﻰ‬ ‫ﺍﻟﺩﺍﺨﻠﻰ‬ ‫ﺍﻟﺒﻌﺩ‬
‫ﺠـ‬–‫ﺍﻷﻓﻘﻰ‬ ‫ﺍﻹﺘﺠﺎﻩ‬ ‫ﻓﻲ‬:‫ﻟﻠﺠﺭﺍﺏ‬ ‫ﺍﻷﻓﻘﻰ‬ ‫ﺍﻟﺩﺍﺨﻠﻰ‬ ‫ﺍﻟﺒﻌﺩ‬

45. ‫ﺍﳋﺮﺳﺎﻧﻴﺔ‬ ‫ﺍﳌﻨﺸﺂﺕ‬ ‫ﻭﺗﻨﻔﻴﺬ‬ ‫ﻟﺘﺼﻤﻴﻢ‬ ‫ﺍﳌﺼﺮﻯ‬ ‫ﺍﻟﻜﻮﺩ‬٦٢٠٠‫ﺍﻟﻌﺎﺷﺮ‬ ‫ﺍﻟﺒﺎﺏ‬
١٠-٤٥
‫ﺍﻷ‬ ‫ﺒﻴﻥ‬ ‫ﻜﺎﻓﻴﺔ‬ ‫ﻤﺴﺎﻓﺔ‬ ‫ﻭﺠﻭﺩ‬ ‫ﻤﺭﺍﻋﺎﺓ‬ ‫ﻤﻊ‬‫ﺤﺎﻟﺔ‬ ‫ﻓﻲ‬ ‫ﺍﻟﺩﺍﺨﻠﻴﺔ‬ ‫ﺍﻟﻬﺯﺍﺯﺍﺕ‬ ‫ﺒﺘﺤﺭﻙ‬ ‫ﻟﻠﺴﻤﺎﺡ‬ ‫ﺠﺭﺒﺔ‬
‫ﺍﻷﺠﺭﺒـﺔ‬ ‫ﺒـﻴﻥ‬ ‫ﺍﻟﻔﺠﻭﺓ‬ ‫ﺘﻜﻭﻥ‬ ‫ﺍﻷﺠﺭﺒﺔ‬ ‫ﻤﻥ‬ ‫ﺃﻜﺜﺭ‬ ‫ﺃﻭ‬ ‫ﺼﻔﻴﻥ‬ ‫ﻭﺠﻭﺩ‬ ‫ﺍﻻﻤﺭ‬ ‫ﺘﻁﻠﺏ‬ ‫ﻭﺍﺫﺍ‬ ‫ﺍﺴﺘﺨﺩﺍﻤﻬﺎ‬
‫ﺍﻹﻨﺸﺎﺀ‬ ‫ﺃﻋﻤﺎل‬ ‫ﻟﺘﺴﻬﻴل‬ ‫ﺍﻹﻤﻜﺎﻥ‬ ‫ﺒﻘﺩﺭ‬ ‫ﺭﺃﺴﻴﺎ‬ ‫ﻤﺘﺼﻠﺔ‬.‫ﺍﻹﻀـﺎﻓﻴﺔ‬ ‫ﺍﻻﺸـﺘﺭﺍﻁﺎﺕ‬ ‫ﻤﺭﺍﻋـﺎﺓ‬ ‫ﻤﻊ‬
‫ﺍﻟﺨﺎﺼﺔ‬‫ﺎﺑﻼت‬‫ﺑﺎﻟﻜ‬‫ﺒﺎﻟﺒﻨﺩ‬ ‫ﺍﻟﻤﺫﻜﻭﺭﺓ‬ ‫ﺍﻟﻤﻨﺤﻨﻴﺔ‬)١٠-٥-٥.(‫ﻭﺒﺎﻟ‬‫ﹰ‬‫ﺎ‬‫ﺃﻴـﻀ‬ ‫ﻴﺭﺍﻋﻰ‬ ‫ﻟﻠﺒﻼﻁﺎﺕ‬ ‫ﻨﺴﺒﺔ‬
‫ﺍﻟﺒﻨﺩ‬ ‫ﻤﺘﻁﻠﺒﺎﺕ‬)١٠-٤-٣-٦.(
١٠-٥-٥‫اﻟﻤﻨﺤﻨﯿـــﺔ‬ ‫اﻟﻜﺎﺑﻼت‬
١٠-٥-٥-١‫ﻋـــــــــﺎم‬
‫ﺍﻟﻼﺤﻕ‬ ‫ﺍﻹﺠﻬﺎﺩ‬ ‫ﺴﺒﻕ‬ ‫ﺘﻨﻔﻴﺫ‬ ‫ﻓﻲ‬ ‫ﻤﻨﺤﻨﻴﺔ‬ ‫ﻜﺎﺒﻼﺕ‬ ‫ﺍﺴﺘﺨﺩﻤﺕ‬ ‫ﻤﺎ‬ ‫ﺍﺫﺍ‬(Post-tensioning)‫ﺘﺤﺩﺩ‬
‫ﺃﺠـ‬ ‫ﺘﻭﺍﻟﻰ‬ ‫ﻴﺤﺩﺩ‬ ‫ﻭﻜﺫﺍ‬ ،‫ﺍﻟﺜﻼﺜﺔ‬ ‫ﺍﻷﺒﻌﺎﺩ‬ ‫ﻓﻰ‬ ‫ﺒﺈﺤﺩﺍﺜﻴﺎﺘﻬﺎ‬ ‫ﺍﻟﻜﺎﺒﻼﺕ‬ ‫ﺃﺠﺭﺒﺔ‬ ‫ﺃﻤﺎﻜﻥ‬‫ﻟﻠﻜـﺎﺒﻼﺕ‬ ‫ﺍﻟـﺸﺩ‬ ‫ﺭﺍﺀ‬
‫ﻴﻠﻰ‬ ‫ﻤﺎ‬ ‫ﺘﺠﻨﺏ‬ ‫ﻴﻤﻜﻥ‬ ‫ﺒﺤﻴﺙ‬:
‫ﺃ‬-‫ﺍﻷﺠﺭﺒﺔ‬ ‫ﺍﻨﺤﻨﺎﺀ‬ ‫ﻤﺴﺘﻭﻯ‬ ‫ﻋﻠﻰ‬ ‫ﻋﻤﻭﺩﻴﺎ‬ ‫ﺍﻟﺠﺎﻨﺒﻰ‬ ‫ﺍﻟﺨﺭﺴﺎﻨﻰ‬ ‫ﺍﻟﻐﻁﺎﺀ‬ ‫ﺘﻔﺘﺕ‬.
‫ﺏ‬–‫ﺍﻷﺠﺭﺒﺔ‬ ‫ﺍﻨﺤﻨﺎﺀ‬ ‫ﻤﺴﺘﻭﻯ‬ ‫ﻓﻲ‬ ‫ﺍﻟﻐﻁﺎﺀ‬ ‫ﺘﻔﺘﺕ‬.
‫ﺠـ‬–‫ﻋﻠﻴﻬﺎ‬ ‫ﻭﻋﻤﻭﺩﻯ‬ ‫ﺍﻻﻨﺤﻨﺎﺀ‬ ‫ﻤﺴﺘﻭﻯ‬ ‫ﺫﺍﺕ‬ ‫ﻓﻲ‬ ‫ﺍﻷﺠﺭﺒﺔ‬ ‫ﺒﻴﻥ‬ ‫ﺍﻟﻔﺎﺼﻠﺔ‬ ‫ﻟﻠﺨﺭﺴﺎﻨﻪ‬ ‫ﻜﺴﺭ‬.
‫ﺍﻻﻟﺘﺯﺍﻡ‬ ‫ﻴﺘﻡ‬ ‫ﺫﻟﻙ‬ ‫ﺍﻟﻰ‬ ‫ﻭﺒﺎﻹﻀﺎﻓﺔ‬‫ﺒﺎﻟﺒﻨﺩﻴــﻥ‬ ‫ﺍﻟﻤﺫﻜــﻭﺭﺓ‬ ‫ﺒﺎﻻﺸﺘﺭﺍﻁﺎﺕ‬)١٠-٥-٥-٢(،
)١٠-٥-٥-٣(‫ﺘﻠﻙ‬ ‫ﻋﻥ‬ ‫ﺍﻟﻜﺎﺒﻼﺕ‬ ‫ﺒﻴﻥ‬ ‫ﻭﺍﻟﻤﺴﺎﻓﺔ‬ ‫ﺍﻟﺨﺭﺴﺎﻨﻰ‬ ‫ﺍﻟﻐﻁﺎﺀ‬ ‫ﺴﻤﻙ‬ ‫ﻴﻘل‬ ‫ﻻ‬ ‫ﺃﻥ‬ ‫ﻋﻠﻰ‬ ‫ﺍﻟﺘﺎﻟﻴﻴﻥ‬
‫اﻟﻤﺒﯿﻨﺔ‬‫ﺒﺎﻟﺒﻨﺩﻴﻥ‬)١٠-٥-٣(‫ﻭ‬)١٠-٥-٤.(
١٠-٥-٥-٢‫اﻟﺨﺮﺳﺎﻧﻰ‬ ‫اﻟﻐﻄــــــﺎء‬
‫ﺍﻨﺤ‬ ‫ﻤﺴﺘﻭﻯ‬ ‫ﻋﻠﻰ‬ ‫ﻋﻤﻭﺩﻴﺎ‬ ‫ﺍﻟﺨﺭﺴﺎﻨﻰ‬ ‫ﻟﻠﻐﻁﺎﺀ‬ ‫ﻜﺴﺭ‬ ‫ﺤﺩﻭﺙ‬ ‫ﻟﺘﺠﻨﺏ‬‫ﻤﺴﺘﻭﺍﻫﺎ‬ ‫ﻭﻓﻰ‬ ‫ﺍﻟﻜﺎﺒﻼﺕ‬ ‫ﻨﺎﺀ‬
‫ﻟﻠﺠﺩﻭل‬ ‫ﻁﺒﻘﺎ‬ ‫ﺍﺨﺘﻴﺎﺭﻩ‬ ‫ﻴﺘﻡ‬ ‫ﺃﻥ‬ ‫ﻴﺠﺏ‬ ‫ﺍﻟﻐﻁﺎﺀ‬ ‫ﺴﻤﻙ‬ ‫ﻓﺈﻥ‬)١٠-٨(‫ﺘﻤﻨـﻊ‬ ‫ﺃﻥ‬ ‫ﻴﺭﺍﻋﻰ‬ ‫ﺍﻟﺤﺎﻟﺔ‬ ‫ﻫﺫﻩ‬ ‫ﻭﻓﻰ‬
‫ﻗﻁﺭﻴﺔ‬ ‫ﻗﻭﻯ‬ ‫ﻋﻨﻬﺎ‬ ‫ﻴﻨﺘﺞ‬ ‫ﻗﺩ‬ ‫ﻭﺍﻟﺘﻰ‬ ‫ﺍﻷﺠﺭﺒﺔ‬ ‫ﺤﺭﻜﺔ‬(Radial forces)‫ﺍﻟﺴﻁﺢ‬ ‫ﻋﻠﻰ‬ ‫ﻋﻤﻭﺩﻴﺔ‬‫ﺎھﺮ‬‫اﻟﻈ‬
‫ﺍﻹﻨﺸﺎﺌﻲ‬ ‫ﺍﻟﻌﻨﺼﺭ‬ ‫ﺩﺍﺨل‬ ‫ﻤﺜﺒﺘﺔ‬ ‫ﻜﺎﻨﺎﺕ‬ ‫ﺒﻭﺍﺴﻁﺔ‬ ‫ﻟﻠﺨﺭﺴﺎﻨﺔ‬.
١٠-٥-٥-٣‫اﻟﻤﺴﺎﻓ‬‫اﻷﺟﺮﺑــﺔ‬ ‫ﺑﯿﻦ‬ ‫ﺔ‬
‫ﺃ‬-‫ﺍﻟﻤﻭﻀﺤﺔ‬ ‫ﺍﻟﻤﺴﺎﻓﺔ‬ ‫ﻋﻥ‬ ‫ﺍﻟﻜﺎﺒﻼﺕ‬ ‫ﺍﻨﺤﻨﺎﺀ‬ ‫ﻤﺴﺘﻭﻯ‬ ‫ﻓﻲ‬ ‫ﺍﻷﺠﺭﺒﺔ‬ ‫ﺒﻴﻥ‬ ‫ﺍﻟﻤﺴﺎﻓﺔ‬ ‫ﺘﻘل‬ ‫ﺃﻻ‬ ‫ﻴﺠﺏ‬
‫ﺒﺎﻟﺠﺩﻭل‬)١٠-٩(‫ﻟﻠﺒﻨﺩ‬ ‫ﻁﺒﻘﺎ‬ ‫ﺍﻟﻤﺤﺩﺩﺓ‬ ‫ﺍﻟﻤﺴﺎﻓﺔ‬ ‫ﺃﻭ‬)١٠-٥-٤-٣(‫ﺃﻜﺒﺭ‬ ‫ﺃﻴﻬﻤﺎ‬.
‫ﺏ‬–‫ﺍﻟﻤـﺴﺎﻓﺔ‬ ‫ﻋﻥ‬ ‫ﺍﻟﻜﺎﺒﻼﺕ‬ ‫ﺍﻨﺤﻨﺎﺀ‬ ‫ﻤﺴﺘﻭﻯ‬ ‫ﻋﻠﻰ‬ ‫ﻋﻤﻭﺩﻴﺎ‬ ‫ﺍﻷﺠﺭﺒﺔ‬ ‫ﺒﻴﻥ‬ ‫ﺍﻟﻤﺴﺎﻓﺔ‬ ‫ﺘﻘل‬ ‫ﺃﻻ‬ ‫ﻴﺠﺏ‬
‫ﺍﻟﻤﺤﺩﺩﺓ‬‫ﻟﻠﺒﻨﺩ‬ ‫ﻁﺒﻘﺎ‬)١٠-٥-٤-٣.(

46. ‫ﺍﳋﺮﺳﺎﻧﻴﺔ‬ ‫ﺍﳌﻨﺸﺂﺕ‬ ‫ﻭﺗﻨﻔﻴﺬ‬ ‫ﻟﺘﺼﻤﻴﻢ‬ ‫ﺍﳌﺼﺮﻯ‬ ‫ﺍﻟﻜﻮﺩ‬٠٦٢٠‫ﺍﻟﻌﺎﺷﺮ‬ ‫ﺍﻟﺒﺎﺏ‬
١٠-٤٦
‫ﺟﺪول‬)١٠-٨(‫اﻻﻧﺤﻨﺎء‬ ‫ﻣﺮﻛﺰ‬ ‫ﻧﺎﺣﯿﺔ‬ ً‫ﺎ‬‫ﻣﻘﺎﺳ‬ ‫اﻟﻤﻨﺤﻨﯿﺔ‬ ‫اﻷﺟﺮﺑﺔ‬ ‫ذات‬ ‫ﻟﻠﻜﺎﺑﻼت‬ ‫اﻟﺨﺮﺳﺎﻧﻲ‬ ‫ﻟﻠﻐﻄﺎء‬ ‫اﻷدﻧﻰ‬ ‫اﻟﺤﺪ‬
‫ﻟﻠﺠﺭﺍﺏ‬ ‫ﺍﻟﺩﺍﺨﻠﻰ‬ ‫ﺍﻟﻘﻁﺭ‬)‫ﻤﻡ‬(
1930405060708090100110120130140150160170
‫ﺍﻟﻤ‬ ‫ﺍﻟﻘﻭﺓ‬‫ﺒﺎﻟﻜﺎﺒل‬ ‫ﻭﺠﻭﺩﺓ‬)‫ﻨﻴﻭﺘﻥ‬ ‫ﻜﻴﻠﻭ‬(
‫ﻗﻁﺭ‬ ‫ﻨﺼﻑ‬
‫ﺍﻨﺤﻨﺎﺀ‬
‫ﺍﻟﺠﺭﺍﺏ‬
2963879601337192026403360432051836019720086409424103381124813200
‫ﻤﺘﺭ‬‫ﻤﻡ‬‫ﻤﻡ‬‫ﻤﻡ‬‫ﻤﻡ‬‫ﻤﻡ‬‫ﻤﻡ‬‫ﻤﻡ‬‫ﻤﻡ‬‫ﻤﻡ‬‫ﻤﻡ‬‫ﻤﻡ‬‫ﻤﻡ‬‫ﻤﻡ‬‫ﻤﻡ‬‫ﻤﻡ‬‫ﻤﻡ‬
25055155220320445
45070100145205265350420
6506590125165220265310375460
‫ﺃﻗﻁﺎﺭ‬ ‫ﺃﻨﺼﺎﻑ‬
‫ﺸﺎﺌﻌﺔ‬ ‫ﻏﻴﺭ‬
‫ﺍﻻﺴﺘﺨﺩﺍﻡ‬
8557595115150185220270330360395
10506585100120140165205250275300330
12607590110125145165200215240260315
14557085100115130150170185200215260
1655658095110125140160175190205225
1850657590105115135150165180190215
20607085100110125145155170180205
2255708095105120140150160175195
2455658090100115130145155165185
2650657585100110125135150160180
2860758595105120130145155170
3060708090105120130140150165
3255708090100115125135145160
3455657585100110120130140155
365565758595105115125140150
385060708090105115125135150
405050505050505060708090100110120130145
‫ﻤﻼﺤﻅﺎﺕ‬:
)١(‫ﺍﻟﻤﻘﺎ‬ ‫ﺫﺍﺕ‬ ‫ﺒﺎﻷﺠﺭﺒﺔ‬ ‫ﺍﻟﻤﻭﻀﻭﻋﺔ‬ ‫ﺒﺎﻟﻜﺎﺒﻼﺕ‬ ‫ﻋﺎﺩﺓ‬ ‫ﺘﻭﺠﺩ‬ ‫ﺍﻟﺘﻰ‬ ‫ﺍﻟﻘﺼﻭﻯ‬ ‫ﺍﻟﻘﻭﻩ‬ ‫ﻫﻰ‬ ‫ﺍﻟﺠﺩﻭل‬ ‫ﻓﻰ‬ ‫ﺍﻟﻤﺫﻜﻭﺭﺓ‬ ‫ﺍﻟﻜﺎﺒل‬ ‫ﻗﻭﺓ‬‫ﺒﺎﻟﺠﺩﻭل‬ ‫ﺍﻟﻤﻭﻀﺤﺔ‬ ‫ﺴﺎﺕ‬)‫ﺒﻨﺴﺒﺔ‬ ‫ﻤﺄﺨﻭﺫﺓ‬ ‫ﻭﻫﻰ‬٧٥%‫ﻟﻠﻜﺎﺒل‬ ‫ﺍﻟﻤﻤﻴﺯﺓ‬ ‫ﺍﻟﻤﻘﺎﻭﻤﺔ‬ ‫ﻤﻥ‬. (
)٢(‫ﺨﺎﺼﺔ‬ ‫ﻗﻁﺎﻋﺎﺕ‬ ‫ﻋﻠﻰ‬ ‫ﺍﻟﺠﺭﺍﺏ‬ ‫ﺍﺤﺘﻭﻯ‬ ‫ﺍﺫﺍ‬(Profilers)‫ﺍﻟﻘﻁﺭﻴﺔ‬ ‫ﺍﻟﻘﻭﻯ‬ ‫ﺘﺭﻜﻴﺯ‬ ‫ﻋﻠﻰ‬ ‫ﺴﻴﻌﻤل‬ ‫ﺍﻟﻤﺒﺎﻋﺩﺍﺕ‬ ‫ﺃﻭ‬ ‫ﺍﻟﻘﻁﺎﻋﺎﺕ‬ ‫ﻫﺫﻩ‬ ‫ﺍﺴﺘﺨﺩﺍﻡ‬ ‫ﻭﻜﺎﻥ‬ ‫ﻤﺒﺎﻋﺩﺍﺕ‬ ‫ﺃﻭ‬ ‫ﺍﻟﻜﺎﺒﻼﺕ‬ ‫ﺒﻴﻥ‬‫ﺒﺎﻟﺠﺩﻭل‬ ‫ﺍﻟﻤﺫﻜﻭﺭﺓ‬ ‫ﺍﻟﻘﻴﻡ‬ ‫ﺯﻴﺎﺩﺓ‬ ‫ﻓﻴﺠﺏ‬.
)٣(‫ﺍﻟﻐﻁﺎﺀ‬ ‫ﻗﻴﻤﺔ‬ ‫ﺘﺨﻔﻴﺽ‬ ‫ﻴﻤﻜﻥ‬‫ﺍﻟﻤﻭﻀﺤﺔ‬‫ﺒـﺸﺭﻁ‬ ‫ﺒﺎﻟﺠﺩﻭل‬ ‫ﺍﻟﻤﻌﻁﺎﺓ‬ ‫ﺍﻟﻘﻴﻤﺔ‬ ‫ﻤﻥ‬ ‫ﺃﻗل‬ ‫ﺍﻟﻘﻴﻤﺔ‬ ‫ﻫﺫﻩ‬ ‫ﻜﺎﻨﺕ‬ ‫ﺍﺫﺍ‬ ‫ﺒﺎﻟﻜﺎﺒل‬ ‫ﺍﻟﻤﻭﺠﻭﺩﺓ‬ ‫ﻟﻠﻘﻭﺓ‬ ‫ﺍﻟﺘﺭﺒﻴﻌﻲ‬ ‫ﺍﻟﺠﺫﺭ‬ ‫ﺒﻨﺴﺒﺔ‬ ‫ﺒﺎﻟﺠﺩﻭل‬ ‫ﺍﻟﻤﻭﻀﺢ‬ ‫ﺍﻻﻨﺤﻨﺎﺀ‬ ‫ﻗﻁﺭ‬ ‫ﻭﻨﺼﻑ‬ ‫ﻟﻠﺠﺭﺍﺏ‬ ‫ﺍﻟﺩﺍﺨﻠﻰ‬ ‫ﺍﻟﻘﻁﺭ‬ ‫ﻤﻘﺎﺒل‬
‫ﺒﺎﻟﺒﻨﺩﻴﻥ‬ ‫ﺠﺎﺀ‬ ‫ﻤﺎ‬ ‫ﺘﺤﻘﻴﻕ‬)١٠-٥-٣-١-٢(‫ﻭ‬)١٠-٥-٣-١-٣. (

47. ‫ﺍﳋﺮﺳﺎﻧﻴﺔ‬ ‫ﺍﳌﻨﺸﺂﺕ‬ ‫ﻭﺗﻨﻔﻴﺬ‬ ‫ﻟﺘﺼﻤﻴﻢ‬ ‫ﺍﳌﺼﺮﻯ‬ ‫ﺍﻟﻜﻮﺩ‬٠٦٢٠‫ﺍﻟﻌﺎﺷﺮ‬ ‫ﺍﻟﺒﺎﺏ‬
١٠-٤٧
‫ﺟﺪول‬)١٠-٩(‫اﻟﻤﻨﺤﻨﯿﺔ‬ ‫اﻷﺟﺮﺑﺔ‬ ‫اﻧﺤﻨﺎء‬ ‫ﻣﺴﺘﻮى‬ ‫ﻓﻰ‬ ‫اﻷﺟﺮﺑﺔ‬ ‫ﻣﺤﺎور‬ ‫ﺑﯿﻦ‬ ‫ﻣﺴﺎﻓﺔ‬ ‫أﻗﻞ‬
‫ﻟﻠﺠﺭﺍﺏ‬ ‫ﺍﻟﺩﺍﺨﻠﻰ‬ ‫ﺍﻟﻘﻁﺭ‬)‫ﻤﻡ‬(
1930405060708090100110120130140150160170
‫ﺒﺎﻟﻜﺎﺒل‬ ‫ﺍﻟﻤﻭﺠﻭﺩﺓ‬ ‫ﺍﻟﻘﻭﺓ‬)‫ﻨﻴﻭﺘﻥ‬ ‫ﻜﻴﻠﻭ‬(
‫ﻗﻁﺭ‬ ‫ﻨﺼﻑ‬
‫ﺍﻨﺤﻨﺎﺀ‬
‫ﺍﻟﺠﺭﺍﺏ‬
2963879601337192026403360432051836019720086409424103361124813200
‫ﻤﺘﺭ‬‫ﻤﻡ‬‫ﻤﻡ‬‫ﻤﻡ‬‫ﻤﻡ‬‫ﻤﻡ‬‫ﻤﻡ‬‫ﻤﻡ‬‫ﻤﻡ‬‫ﻤﻡ‬‫ﻤﻡ‬‫ﻤﻡ‬‫ﻤﻡ‬‫ﻤﻡ‬‫ﻤﻡ‬‫ﻤﻡ‬‫ﻤﻡ‬
2110140350485700960
45570175245350480610785940
638601201652353204105256307308701045
‫ﺃﻗﻁﺎﺭ‬ ‫ﺃﻨﺼﺎﻑ‬
‫ـﺎﺌﻌﺔ‬‫ﺸـ‬ ‫ـﺭ‬‫ﻏﻴـ‬
‫ﺍﻻﺴﺘﺨﺩﺍﻡ‬
890125175240305395470545655785855940
1080100140195245315375440525630685750815
12160205265315365435525570625680800
14140175225270315375450490535585785
16160195235275330395430470510600
18180210245290350380420455535
20200220265315345375410480
22240285310340370435
24265285315340400
26260280300320370
28345
30340
32
34
36
38
40386080100140140160180200220240260280300320340
‫ﻣﻼﺣﻈﺎت‬:
)١(‫ﺍﻟﻤﻭﻀ‬ ‫ﺒﺎﻟﻜﺎﺒﻼﺕ‬ ‫ﺘﻭﺠﺩ‬ ‫ﺍﻟﺘﻰ‬ ‫ﺍﻟﻘﺼﻭﻯ‬ ‫ﺍﻟﻘﻭﺓ‬ ‫ﻫﻰ‬ ‫ﺒﺎﻟﺠﺩﻭل‬ ‫ﺍﻟﻤﺫﻜﻭﺭﺓ‬ ‫ﺍﻟﻜﺎﺒل‬ ‫ﻗﻭﺓ‬‫ﺍﻟﻤﻭﻀﺤﺔ‬ ‫ﺍﻟﻤﻘﺎﺴﺎﺕ‬ ‫ﺫﺍﺕ‬ ‫ﺒﺎﻷﺠﺭﺒﺔ‬ ‫ﻭﻋﺔ‬)‫ﺒﻨﺴﺒﺔ‬ ‫ﻤﺄﺨﻭﺫﺓ‬ ‫ﻭﻫﻰ‬٧٥%‫ﻟﻠﻜﺎﺒل‬ ‫ﺍﻟﻤﻤﻴﺯﺓ‬ ‫ﺍﻟﻤﻘﺎﻭﻤﺔ‬ ‫ﻤﻥ‬(
)٢(‫ﻟﻠﺠﺭﺍﺏ‬ ‫ﺍﻟﺩﺍﺨﻠﻰ‬ ‫ﺍﻟﻘﻁﺭ‬ ‫ﻀﻌﻑ‬ ‫ﻋﻥ‬ ‫ﺍﻷﺠﺭﺒﺔ‬ ‫ﺒﻴﻥ‬ ‫ﺍﻟﻤﺴﺎﻓﺔ‬ ‫ﺘﻘل‬ ‫ﺃﻻ‬ ‫ﻴﺭﺍﻋﻰ‬.
)٣(‫ﺍﻟﻜﺎﺒﻼﺕ‬ ‫ﺒﻴﻥ‬ ‫ﺨﺎﺼﺔ‬ ‫ﻗﻁﺎﻋﺎﺕ‬ ‫ﻋﻠﻰ‬ ‫ﺍﻟﺠﺭﺍﺏ‬ ‫ﺍﺤﺘﻭﻯ‬ ‫ﺍﺫﺍ‬(Profilers)‫ﺍﻟﻤﺒ‬ ‫ﺃﻭ‬ ‫ﺍﻟﻘﻁﺎﻋﺎﺕ‬ ‫ﻫﺫﻩ‬ ‫ﻭﻜﺎﻨﺕ‬ ‫ﻤﺒﺎﻋﺩﺍﺕ‬ ‫ﺃﻭ‬‫ﺍﻟﻘﻁﺭﻴــﺔ‬ ‫ﺍﻟﻘﻭﻯ‬ ‫ﺘﺭﻜﻴﺯ‬ ‫ﻋﻠﻰ‬ ‫ﺴﺘﻌﻤل‬ ‫ﺎﻋﺩﺍﺕ‬(Radial forces)‫ﺒﺎﻟﺠـﺩﻭل‬ ‫ﺍﻟﻤﺫﻜﻭﺭﺓ‬ ‫ﺍﻟﻘﻴﻡ‬ ‫ﺯﻴﺎﺩﺓ‬ ‫ﻓﻴﺠﺏ‬
‫ﺍﻷﺠﺭﺒﺔ‬ ‫ﺒﻴﻥ‬ ‫ﺘﺴﻠﻴﺢ‬ ‫ﺼﻠﺏ‬ ‫ﻴﻭﻀﻊ‬ ‫ﺍﻟﻀﺭﻭﺭﺓ‬ ‫ﺩﻋﺕ‬ ‫ﻭﺇﺫﺍ‬.
)٤(‫ﻜﺎﻨﺕ‬ ‫ﺍﺫﺍ‬ ‫ﺒﺎﻟﻜﺎﺒل‬ ‫ﺍﻟﻤﻭﺠﻭﺩﺓ‬ ‫ﺍﻟﻘﻭﻯ‬ ‫ﺒﻨﺴﺒﺔ‬ ‫ﺒﺎﻟﺠﺩﻭل‬ ‫ﺍﻟﻤﻭﻀﺢ‬ ‫ﺍﻟﻘﻁﺭ‬ ‫ﻭﻨﺼﻑ‬ ‫ﻟﻠﺠﺭﺍﺏ‬ ‫ﺍﻟﺩﺍﺨﻠﻰ‬ ‫ﺍﻟﻘﻁﺭ‬ ‫ﻤﻘﺎﺒل‬ ‫ﺍﻟﻤﻭﻀﺤﺔ‬ ‫ﺍﻟﻤﺴﺎﻓﺔ‬ ‫ﺘﺨﻔﻴﺽ‬ ‫ﻴﻤﻜﻥ‬‫ﺒﺎﻟﺒﻨـﺩ‬ ‫ﺠـﺎﺀ‬ ‫ﻤـﺎ‬ ‫ﺘﺤﻘﻴـﻕ‬ ‫ﺒـﺸﺭﻁ‬ ‫ﺒﺎﻟﺠـﺩﻭل‬ ‫ﺍﻟﻘﻴﻤـﺔ‬ ‫ﻤـﻥ‬ ‫ﺃﻗل‬)١٠-٥-٤-٣(

48. ‫ﺍﳋﺮﺳﺎﻧﻴﺔ‬ ‫ﺍﳌﻨﺸﺂﺕ‬ ‫ﻭﺗﻨﻔﻴﺬ‬ ‫ﻟﺘﺼﻤﻴﻢ‬ ‫ﺍﳌﺼﺮﻯ‬ ‫ﺍﻟﻜﻮﺩ‬٢٠٠٦‫ﺍﻟﻌﺎﺷﺮ‬ ‫ﺍﻟﺒﺎﺏ‬
١٠-٤٨
١٠-٥-٥-٤‫ﺍﻷﺠﺭﺒﺔ‬ ‫ﺒﻴﻥ‬ ‫ﺍﻟﻤﺴﺎﻓﺔ‬ ‫ﺘﺨﻔﻴﺽ‬
‫ﺒﺎﻟﺒﻨﺩ‬ ‫ﻤﺫﻜﻭﺭ‬ ‫ﻫﻭ‬ ‫ﻋﻤﺎ‬ ‫ﺍﻷﺠﺭﺒﺔ‬ ‫ﺒﻴﻥ‬ ‫ﺍﻟﻤﺴﺎﻓﺔ‬ ‫ﺘﺨﻔﻴﺽ‬ ‫ﻴﻤﻜﻥ‬)١٠-٥-٥-٣(‫ﺒﻌﺽ‬ ‫ﻓﻲ‬
‫ﺍﻟﻘﻁﺭ‬ ‫ﻨﺼﻑ‬ ‫ﺫﻯ‬ ‫ﺍﻟﻜﺎﺒل‬ ‫ﻭﺤﻘﻥ‬ ‫ﺸﺩ‬ ‫ﺘﻡ‬ ‫ﺍﺫﺍ‬ ‫ﺍﻟﻤﺼﻤﻡ‬ ‫ﺍﻟﻤﻬﻨﺩﺱ‬ ‫ﻟﻤﻭﺍﻓﻘﺔ‬ ‫ﻭﻁﺒﻘﺎ‬ ‫ﺍﻻﺴﺘﺜﻨﺎﺌﻴﺔ‬ ‫ﺍﻟﺤﺎﻻﺕ‬
‫ﺃﻭ‬ ‫ﺍﻷﻗل‬‫ﻤﺭﻭﺭ‬ ‫ﺒﻌﺩ‬ ‫ﺜﻡ‬ ‫ﻻ‬٤٨‫ﺍﻟﻘﻁﺭ‬ ‫ﻓﻰ‬ ‫ﻴﻠﻴﻪ‬ ‫ﺍﻟﺫﻯ‬ ‫ﺍﻟﻜﺎﺒل‬ ‫ﻭﺤﻘﻥ‬ ‫ﺸﺩ‬ ‫ﻴﺘﻡ‬ ‫ﺍﻟﻜﺎﺒل‬ ‫ﻫﺫﺍ‬ ‫ﺤﻘﻥ‬ ‫ﻤﻥ‬ ‫ﺴﺎﻋﺔ‬.
١٠-٥-٦‫ﺍﻟﺘﺜﺒﻴﺕ‬ ‫ﺃﻟﻭﺍﺡ‬ ‫ﻤﻨﻁﻘﺔ‬Tendon Anchorage Zone
‫ﺍﻟﺸﻜل‬ ‫ﻴﻭﻀﺢ‬)١٠-١١(‫ﺍﻟﺘﺜﺒﻴﺕ‬ ‫ﺃﻟﻭﺍﺡ‬ ‫ﺒﻴﻥ‬ ‫ﺒﺎﻟﻤﺴﺎﻓﺎﺕ‬ ‫ﺍﻟﺨﺎﺼﺔ‬ ‫ﺍﻻﺸﺘﺭﺍﻁﺎﺕ‬.
١٠-٥-٧‫ﺍﻷﺠﺭﺒﺔ‬ ‫ﻤﻘﺎﺴﺎﺕ‬
١٠-٥-٧-١‫ﺍﻷﺠﺭﺒـﺔ‬ ‫ﻤﻘﺎﺴﺎﺕ‬Duct Sizes
‫ﺒﻤﻘﺩﺍﺭ‬ ‫ﻟﻠﺠﺭﺍﺏ‬ ‫ﺍﻟﺩﺍﺨﻠﻰ‬ ‫ﺍﻟﻘﻁﺭ‬ ‫ﻴﺯﻴﺩ‬ ‫ﺃﻥ‬ ‫ﻴﺠﺏ‬٦‫ﻓﻰ‬ ‫ﻭﺫﻟﻙ‬ ، ‫ﺍﻻﻗل‬ ‫ﻋﻠﻰ‬ ‫ﺍﻟﻜﺎﺒل‬ ‫ﻗﻁﺭ‬ ‫ﻋﻠﻰ‬ ‫ﻤﻡ‬
‫ﺍﻟﺠﺭﺍﺏ‬ ‫ﺩﺍﺨل‬ ‫ﻭﺍﺤﺩ‬ ‫ﻜﺎﺒل‬ ‫ﺍﺴﺘﺨﺩﺍﻡ‬ ‫ﺤﺎﻟﺔ‬-‫ﻤﺴﺎﺤﺔ‬ ‫ﻀﻌﻑ‬ ‫ﻋﻥ‬ ‫ﺍﻟﺠﺭﺍﺏ‬ ‫ﻓﺭﺍﻍ‬ ‫ﻤﺴﺎﺤﺔ‬ ‫ﺘﻘل‬ ‫ﻭﺃﻻ‬
‫ﺍﻟﺠﺭﺍﺏ‬ ‫ﺩﺍﺨل‬ ‫ﺍﻟﻜﺎﺒﻼﺕ‬ ‫ﻤﺠﻤﻭﻋﺔ‬ ‫ﻤﻘﻁﻊ‬)‫ﻭﻨﺼﻑ‬ ‫ﻤﺭﺘﺎﻥ‬ ‫ﻭﻴﻔﻀل‬.(‫ﺍﻟﺠﺩﻭل‬ ‫ﻭﻴﻭﻀﺢ‬)١٠-١٠(
‫ﺩﺍﺨﻠﻴ‬ ‫ﺃﺒﻌﺎﺩ‬ ‫ﺃﻗل‬‫ﻟﻸﺠﺭﺒﺔ‬ ‫ﺒﻪ‬ ‫ﻤﺴﻤﻭﺡ‬ ‫ﺴﻤﻙ‬ ‫ﻭﺃﻗل‬ ‫ﺔ‬.‫ﺍﻟﻤﺴﺘﺨﺩﻤﺔ‬ ‫ﺍﻟﻜﺎﺒﻼﺕ‬ ‫ﻷﺠﺭﺒﺔ‬ ‫ﺒﺎﻟﻨﺴﺒﺔ‬ ‫ﻭﻴﺭﺍﻋﻰ‬
‫ﺒﻁﻭل‬ ‫ﻤﺴﺘﻘﻴﻤﺔ‬ ‫ﻤﺴﺎﻓﺔ‬ ‫ﻭﺠﻭﺩ‬ ‫ﺍﻟﻼﺤﻕ‬ ‫ﺍﻟﺸﺩ‬ ‫ﻨﻅﺎﻡ‬ ‫ﻓﻰ‬٥٠‫ﻓﻰ‬ ‫ﺍﻻﻨﺤﻨﺎﺀ‬ ‫ﺒﺩﺀ‬ ‫ﻗﺒل‬ ‫ﺍﻷﻗل‬ ‫ﻋﻠﻰ‬ ‫ﺴﻡ‬
‫ﺍﻟﺠﺭﺍﺏ‬.
١٠-٥-٧-٢‫ﺍﻟﻭﺼﻼﺕ‬:
‫ﺍﻟﻭﺼﻼﺕ‬ ‫ﺘﺴﺘﺨﺩﻡ‬ ‫ﺃﻻ‬ ‫ﻴﺠﺏ‬)Couplers(‫ﺒﺎﻟﺭﺴﻭﻤ‬ ‫ﺇﻟﻴﻬﺎ‬ ‫ﺍﻟﻤﺸﺎﺭ‬ ‫ﺍﻟﻤﻭﺍﻀﻊ‬ ‫ﻓﻰ‬ ‫ﻓﻰ‬ ‫ﺇﻻ‬‫ﺎﺕ‬
‫ﻤﻥ‬ ‫ﺃﻜﺜﺭ‬ ‫ﻓﻰ‬ ‫ﻭﺼﻼﺕ‬ ‫ﺒﻌﻤل‬ ‫ﻴﺴﻤﺢ‬ ‫ﻭﻻ‬ ، ‫ﺍﻟﻤﺼﻤﻡ‬ ‫ﺍﻟﻤﻬﻨﺩﺱ‬ ‫ﻤﻥ‬ ‫ﺍﻟﻤﻌﺘﻤﺩﺓ‬ ‫ﺃﻭ‬٥٠%‫ﺍﻟﻜﺎﺒﻼﺕ‬ ‫ﻤﻥ‬
‫ﺃﺨﺭﻯ‬ ‫ﻭﺼﻼﺕ‬ ‫ﺒﻌﻤل‬ ‫ﻴﺴﻤﺢ‬ ‫ﻻ‬ ‫ﺫﻟﻙ‬ ‫ﺇﻟﻰ‬ ‫ﺒﺎﻹﻀﺎﻓﺔ‬ ، ‫ﺍﻟﻭﺍﺤﺩ‬ ‫ﺍﻟﻘﻁﺎﻉ‬ ‫ﻋﻨﺩ‬)‫ﻏﻴﺭ‬ ‫ﻟﻠﻜﺎﺒﻼﺕ‬
‫ﺍﻟﻤﻭﺼﻭﻟﺔ‬(‫ﻤﻥ‬ ‫ﺃﻜﺒﺭ‬ ‫ﻤﺴﺎﻓﺔ‬ ‫ﺒﻌﺩ‬ ‫ﺇﻻ‬١,٥‫ﺫﺍﺕ‬ ‫ﻟﻠﻜﻤﺭﺍﺕ‬ ‫ﺒﺎﻟﻨﺴﺒﺔ‬ ‫ﺍﻟﻜﺎﺒﻼﺕ‬ ‫ﻁﻭل‬ ‫ﺇﺘﺠﺎﻩ‬ ‫ﻓﻰ‬ ‫ﺘﻘﺎﺱ‬ ‫ﻤﺘﺭ‬
‫ﺃﻗ‬ ‫ﺍﻻﺭﺘﻔﺎﻉ‬‫ﻤﻥ‬ ‫ل‬٢‫ﻤﻥ‬ ‫ﺃﻜﺒﺭ‬ ‫ﺍﺭﺘﻔﺎﻉ‬ ‫ﺫﺍﺕ‬ ‫ﻟﻠﻜﻤﺭﺍﺕ‬ ‫ﺒﺎﻟﻨﺴﺒﺔ‬ ‫ﺃﻤﺘﺎﺭ‬ ‫ﺜﻼﺜﺔ‬ ‫ﻤﻥ‬ ‫ﺃﻜﺒﺭ‬ ‫ﻤﺴﺎﻓﺔ‬ ‫ﺃﻭ‬ ‫ﻤﺘﺭ‬٢
‫ﺴﺒﻕ‬ ‫ﻟﺼﻠﺏ‬ ‫ﻋﻠﻴﻬﺎ‬ ‫ﺍﻟﻤﻨﺼﻭﺹ‬ ‫ﺍﻟﻘﺼﻭﻯ‬ ‫ﺍﻟﻤﻘﺎﻭﻤﺔ‬ ‫ﺘﺤﻘﻕ‬ ‫ﺒﺤﻴﺙ‬ ‫ﺍﻟﻭﺼﻼﺕ‬ ‫ﺘﺨﺘﺎﺭ‬ ‫ﺃﻥ‬ ‫ﻭﻴﺠﺏ‬ ، ‫ﻤﺘﺭ‬
‫ﺍﻟﺘﺸﻜل‬ ‫ﺘﺘﻌﺩﻯ‬ ‫ﺃﻥ‬ ‫ﺩﻭﻥ‬ ‫ﺍﻻﺠﻬﺎﺩ‬)Deformation(‫ﻟﻠﻭﺼﻠﺔ‬ ‫ﺍﻟﻤﺘﻭﻗﻊ‬)Coupler(‫ﺴﺒﻕ‬ ‫ﻟﺼﻠﺏ‬ ‫ﺃﻭ‬
‫ﺘﺘﺴﺒ‬ ‫ﺃﻻ‬ ‫ﻭﻴﺠﺏ‬ ، ‫ﺍﻹﺠﻬﺎﺩ‬‫ﺘﺴﻤﺢ‬ ‫ﺃﺠﺭﺒﺔ‬ ‫ﻓﻰ‬ ‫ﺘﻭﻀﻊ‬ ‫ﻭﺃﻥ‬ ‫ﺍﻟﻜﺎﺒﻼﺕ‬ ‫ﻤﻤﻁﻭﻟﻴﺔ‬ ‫ﺇﻨﻘﺎﺹ‬ ‫ﻓﻰ‬ ‫ﺍﻟﻭﺼﻼﺕ‬ ‫ﺏ‬
‫ﺍﻟﻭﺼﻠﺔ‬ ‫ﻤﻜﻭﻨﺎﺕ‬ ‫ﻟﻜل‬ ‫ﺍﻟﻜﺎﻤل‬ ‫ﺒﺎﻟﺤﻘﻥ‬ ‫ﺘﺴﻤﺢ‬ ‫ﺒﻭﺴﺎﺌل‬ ‫ﺘﺯﻭﺩ‬ ‫ﻭﺃﻥ‬ ‫ﺍﻟﺸﺩ‬ ‫ﺇﺠﺭﺍﺀ‬ ‫ﺃﺜﻨﺎﺀ‬ ‫ﺒﺎﻟﺤﺭﻜﺔ‬.

49. ‫ﺍﳋﺮﺳﺎﻧﻴﺔ‬ ‫ﺍﳌﻨﺸﺂﺕ‬ ‫ﻭﺗﻨﻔﻴﺬ‬ ‫ﻟﺘﺼﻤﻴﻢ‬ ‫ﺍﳌﺼﺮﻯ‬ ‫ﺍﻟﻜﻮﺩ‬٢٠٠٦‫ﺍﻟﻌﺎﺷﺮ‬ ‫ﺍﻟﺒﺎﺏ‬
١٠-٤٩
١٠-٥-٨‫ﺍﻟﺘﻨﻔﻴﺫ‬ ‫ﻭﺜﺎﺌﻕ‬
١٠-٥-٨-١‫ﺍﻟﺘﻨﻔﻴﺫ‬ ‫ﻭﺜﺎﺌﻕ‬ ‫ﺘﻘﺩﻴﻡ‬
‫ﺍﻟ‬ ‫ﻟﻠﻤﻬﻨﺩﺱ‬ ‫ﺒﻤﻭﺠﺒﻬﺎ‬ ‫ﺍﻟﻌﻤل‬ ‫ﺴﻴﺘﻡ‬ ‫ﺍﻟﺘﻰ‬ ‫ﺍﻟﺘﻨﻔﻴﺫ‬ ‫ﻭﺜﺎﺌﻕ‬ ‫ﺍﻟﻤﻘﺎﻭل‬ ‫ﻴﻘﺩﻡ‬‫ﺒﻭﻗﺕ‬ ‫ﺍﻟﻌﻤل‬ ‫ﺒﺩﺀ‬ ‫ﻗﺒل‬ ‫ﻤﺼﻤﻡ‬
‫ﻋﻠﻰ‬ ‫ﺍﻟﻤﺭﺍﺠﻊ‬ ‫ﺍﻟﻤﻬﻨﺩﺱ‬ ‫ﺃﻭ‬ ‫ﺍﻟﻤﺼﻤﻡ‬ ‫ﺍﻟﻤﻬﻨﺩﺱ‬ ‫ﻤﻭﺍﻓﻘﺔ‬ ‫ﺃﻥ‬ ‫ﻤﺭﺍﻋﺎﺓ‬ ‫ﻤﻊ‬ ‫ﻭﺍﻋﺘﻤﺎﺩﻫﺎ‬ ‫ﻟﻤﺭﺍﺠﻌﺘﻬﺎ‬ ‫ﻜﺎﻑ‬
‫ﺇﻋﺩﺍﺩﻫﺎ‬ ‫ﻋﻥ‬ ‫ﻤﺴﺌﻭﻟﻴﺘﻪ‬ ‫ﻤﻥ‬ ‫ﺍﻟﻤﻘﺎﻭل‬ ‫ﺘﻌﻔﻰ‬ ‫ﻻ‬ ‫ﺍﻟﺭﺴﻭﻤﺎﺕ‬ ‫ﻫﺫﻩ‬.
١٠-٥-٨-٢‫ﺍﻟﺘﻨﻔﻴﺫ‬ ‫ﻭﺜﺎﺌﻕ‬ ‫ﺘﺸﻤل‬ ‫ﺍﻟﺘﻰ‬ ‫ﺍﻟﻤﺴﺘﻨﺩﺍﺕ‬
‫ﻋﻠ‬ ‫ﺍﻟﺴﺎﺒﻕ‬ ‫ﺒﺎﻟﺒﻨﺩ‬ ‫ﺇﻟﻴﻬﺎ‬ ‫ﺍﻟﻤﺸﺎﺭ‬ ‫ﺍﻟﺘﻨﻔﻴﺫ‬ ‫ﻭﺜﺎﺌﻕ‬ ‫ﺘﺸﺘﻤل‬‫ﻤﺎﻴﻠﻰ‬ ‫ﻰ‬:
‫ﺃ‬-‫ﻭﺍﻷﺭﺒﻁـﺔ‬ ‫ﺍﻟﻤـﺴﺘﺨﺩﻤﺔ‬ ‫ﺍﻟﻜـﺎﺒﻼﺕ‬ ‫ﻤﻭﺍﺼـﻔﺎﺕ‬ ‫ﺸﺎﻤﻠﺔ‬ ‫ﺍﻟﻤﺴﺘﺨﺩﻡ‬ ‫ﻟﻠﻨﻅﺎﻡ‬ ‫ﺍﻟﻜﺎﻤﻠﺔ‬ ‫ﺍﻟﺘﻔﺎﺼﻴل‬
(Anchors)‫ﻭﺍﻷﺠﺭﺒﺔ‬(Ducts)‫ﺍﻟﻜـﺎﺒﻼﺕ‬ ‫ﺸـﺩ‬ ‫ﻭﻁﺭﻴﻘـﺔ‬ ‫ﺍﻟﻤـﺴﺘﺨﺩﻤﺔ‬ ‫ﻭﺍﻟﻤﻌﺩﺍﺕ‬
‫ﺍﻟﺘـﺸﻐﻴل‬ ‫ﻭﺇﺠﻬـﺎﺩﺍﺕ‬(Working stresses)‫ﺍﻟـﺭﺒﻁ‬ ‫ﻭﺇﺠﻬـﺎﺩﺍﺕ‬(Anchoring
stresses)‫ﺍﻷ‬ ‫ﺘﺤﺕ‬ ‫ﺍﻟﻜﺎﺒﻼﺕ‬ ‫ﻭﺍﺴﺘﻁﺎﻟﺔ‬‫ﺍﻟﺸﺩ‬ ‫ﻨﺘﻴﺠﺔ‬ ‫ﺤﻤﺎل‬.
‫ﺒﺎﻟﺭﻤﻭﺯ‬ ‫ﺍﻟﺘﻌﺭﻴﻑ‬:
E=‫ﺍﻟﻤﻨﺘﺠﺔ‬ ‫ﺍﻟﺸﺭﻜﺔ‬ ‫ﻜﺘﺎﻟﻭﺝ‬ ‫ﻤﻥ‬ ‫ﺍﻟﺘﺜﺒﻴﺕ‬ ‫ﻟﻠﻭﺡ‬ ‫ﺍﻷﺼﻐﺭ‬ ‫ﺍﻟﺒﻌﺩ‬
D=‫ﺍﻟﻤﻨﺘﺠﺔ‬ ‫ﺍﻟﺸﺭﻜﺔ‬ ‫ﻜﺘﺎﻟﻭﺝ‬ ‫ﻤﻥ‬ ‫ﺍﻟﺘﺜﺒﻴﺕ‬ ‫ﻟﻠﻭﺡ‬ ‫ﺍﻷﻜﺒﺭ‬ ‫ﺍﻟﺒﻌﺩ‬
ao=‫ﺍﻟﺘﺜﺒﻴﺕ‬ ‫ﺃﻟﻭﺍﺡ‬ ‫ﻤﺤﺎﻭﺭ‬ ‫ﺒﻴﻥ‬ ‫ﺒﻬﺎ‬ ‫ﻤﺴﻤﻭﺡ‬ ‫ﻤﺴﺎﻓﺔ‬ ‫ﺃﻗل‬)‫ﺍﻟﻤﻨﺘﺠﺔ‬ ‫ﺍﻟﺸﺭﻜﺔ‬ ‫ﻜﺘﺎﻟﻭﺠﺎﺕ‬ ‫ﻤﻥ‬ ‫ﺘﺅﺨﺫ‬(
ao<(D or E)+٣٠‫ﻤﻠﻠﻴﻤﺘﺭ‬
bo=‫ﺍﻟﺨﺭﺴﺎﻨﺔ‬ ‫ﻭﺤﺩ‬ ‫ﺍﻟﺘﺜﺒﻴﺕ‬ ‫ﻟﻭﺡ‬ ‫ﻤﺤﻭﺭ‬ ‫ﺒﻴﻥ‬ ‫ﺒﻬﺎ‬ ‫ﻤﺴﻤﻭﺡ‬ ‫ﻤﺴﺎﻓﺔ‬ ‫ﺃﻗل‬)‫ﺍﻟﺸﺭﻜﺔ‬ ‫ﻜﺘﺎﻟﻭﺠﺎﺕ‬ ‫ﻤﻥ‬ ‫ﺘﺅﺨﺫ‬
‫ﺍﻟﻤﻨﺘﺠﺔ‬(
a=‫ﺍﻟﺘﺜﺒﻴﺕ‬ ‫ﺃﻟﻭﺍﺡ‬ ‫ﻤﺤﺎﻭﺭ‬ ‫ﺒﻴﻥ‬ ‫ﺍﻟﻔﻌﻠﻴﺔ‬ ‫ﺍﻷﻓﻘﻴﺔ‬ ‫ﺍﻟﻤﺴﺎﻓﺔ‬
b=‫ﺍﻟﺨﺭﺴﺎﻨﺔ‬ ‫ﻭﺤﺩ‬ ‫ﺍﻟﺘﺜﺒﻴﺕ‬ ‫ﻟﻭﺡ‬ ‫ﻤﺤﻭﺭ‬ ‫ﺒﻴﻥ‬ ‫ﺍﻟﻔﻌﻠﻴﺔ‬ ‫ﺍﻷﻓﻘﻴﺔ‬ ‫ﺍﻟﻤﺴﺎﻓﺔ‬
a′=‫ﺃﻟﻭﺍﺡ‬ ‫ﻤﺤﺎﻭﺭ‬ ‫ﺒﻴﻥ‬ ‫ﺍﻟﻔﻌﻠﻴﺔ‬ ‫ﺍﻟﺭﺃﺴﻴﺔ‬ ‫ﺍﻟﻤﺴﺎﻓﺔ‬‫ﺍﻟﺘﺜﺒﻴﺕ‬
b′=‫ﺍﻟﺨﺭﺴﺎﻨﺔ‬ ‫ﻭﺤﺩ‬ ‫ﺍﻟﺘﺜﺒﻴﺕ‬ ‫ﻟﻭﺡ‬ ‫ﻤﺤﻭﺭ‬ ‫ﺒﻴﻥ‬ ‫ﺍﻟﻔﻌﻠﻴﺔ‬ ‫ﺍﻟﺭﺃﺴﻴﺔ‬ ‫ﺍﻟﻤﺴﺎﻓﺔ‬
c=‫ﺍﻟﺨﺭﺴﺎﻨﺔ‬ ‫ﻭﺤﺩ‬ ‫ﺍﻟﺘﺜﺒﻴﺕ‬ ‫ﻟﻭﺡ‬ ‫ﺤﺩ‬ ‫ﺒﻴﻥ‬ ‫ﺍﻟﻤﺴﺎﻓﺔ‬)‫ﺍﻟﺘﺎﻟﻰ‬ ‫ﺒﺎﻟﺠﺩﻭل‬ ‫ﻤﺒﻴﻨﺔ‬:(

50. ‫ﺍﳋﺮﺳﺎﻧﻴﺔ‬ ‫ﺍﳌﻨﺸﺂﺕ‬ ‫ﻭﺗﻨﻔﻴﺬ‬ ‫ﻟﺘﺼﻤﻴﻢ‬ ‫ﺍﳌﺼﺮﻯ‬ ‫ﺍﻟﻜﻮﺩ‬٢٠٠٦‫ﺍﻟﻌﺎﺷﺮ‬ ‫ﺍﻟﺒﺎﺏ‬
١٠-٥٠
‫ﺭﺃﺴﻰ‬ ‫ﺨﻁ‬ ‫ﻋﻠﻰ‬ ‫ﻤﻭﺯﻋﺔ‬ ‫ﺘﺜﺒﻴﺕ‬ ‫ﺃﻟﻭﺍﺡ‬ ‫ﻭﺭﺃﺴﻴﺔ‬ ‫ﺃﻓﻘﻴﺔ‬ ‫ﺨﻁﻭﻁ‬ ‫ﻋﺩﺓ‬ ‫ﻋﻠﻰ‬ ‫ﻤﻭﺯﻋﺔ‬ ‫ﺘﺜﺒﻴﺕ‬ ‫ﺃﻟﻭﺍﺡ‬
‫ﻭﺍﺤﺩ‬
‫ﺃﻥ‬ ‫ﻴﺭﺍﻋﻰ‬:‫ﺃﻥ‬ ‫ﻴﺭﺍﻋﻰ‬:
a<ao،a′<ao
b′<bo1.5
b<bo،b′<bo2ba′<‫ﺍﻷﺼﻠﻴﺔ‬ ‫ﺍﻟﺸﺩ‬ ‫ﻗﻭﺓ‬
fcu
b a′<bo
2
1.6b a′<bo
2
1.6
b′ a<bo
2
1.6
′aa<١,٥‫ﺍﻷﺼﻠﻴﺔ‬ ‫ﺍﻟﺸﺩ‬ ‫ﻗﻭﺓ‬
fcu
‫ﺍﻷﺼﻠﻴﺔ‬ ‫ﺍﻟﺸﺩ‬ ‫ﻗﻭﺓ‬)‫ﻨﻴﻭ‬ ‫ﻜﻴﻠﻭ‬‫ﺘﻥ‬(5001000 - 5003000 - 15004000 - 30004000 <
‫ﺍﻟﻤﺴﺎﻓﺔ‬c‫ﻤﻠﻠﻴﻤﺘﺭ‬30507080100
‫ﺸﻜل‬)١٠-١١(‫ﺍﻟﺘﺜﺒﻴﺕ‬ ‫ﺃﻟﻭﺍﺡ‬ ‫ﺒﻴﻥ‬ ‫ﺍﻟﻤﺴﺎﻓﺎﺕ‬

51. ‫ﺍﳋﺮﺳﺎﻧﻴﺔ‬ ‫ﺍﳌﻨﺸﺂﺕ‬ ‫ﻭﺗﻨﻔﻴﺬ‬ ‫ﻟﺘﺼﻤﻴﻢ‬ ‫ﺍﳌﺼﺮﻯ‬ ‫ﺍﻟﻜﻮﺩ‬٢٠٠٦‫ﺍﻟﻌﺎﺷﺮ‬ ‫ﺍﻟﺒﺎﺏ‬
١٠-٥١
‫ﺠﺩﻭل‬)١٠-١٠(‫ﻟﻸﺠﺭﺒﺔ‬ ‫ﺒﻪ‬ ‫ﻤﺴﻤﻭﺡ‬ ‫ﺴﻤﻙ‬ ‫ﻭﺃﻗل‬ ‫ﺩﺍﺨﻠﻴﺔ‬ ‫ﺃﺒﻌﺎﺩ‬ ‫ﺃﻗل‬*
‫ﺃﺠ‬‫ﺍﻟﺼﻠﺏ‬ ‫ﻤﻥ‬ ‫ﺭﻓﻴﻌﺔ‬ ‫ﺭﺒﺔ‬
‫ﺍﻟﻤﻌﺭﺝ‬**
‫ﺍﻟـﺼﻠﺏ‬ ‫ﻤﻥ‬ ‫ﺠﺎﺴﺌـﺔ‬ ‫ﺃﺠﺭﺒﺔ‬***،
****
‫ﺴﺒﻕ‬ ‫ﺼﻠﺏ‬ ‫ﻨﻭﻉ‬
‫ﺍﻹﺠﻬﺎﺩ‬
‫ﺍﻷﺴﻼﻙ‬ ‫ﻋﺩﺩ‬
‫ﺍﻟﺠﺩﺍﺌل‬ ‫ﺃﻭ‬
‫ﻟﻠﻜﺎﺒل‬ ‫ﺍﻟﻤﻜﻭﻨﺔ‬
‫ﺍﻟﻘﻁﺭ‬
‫ﺍﻟﺩﺍﺨﻠﻲ‬
‫ﻤﻡ‬
‫ﺍﻟﺴﻤﻙ‬
‫ﻤﻡ‬
‫ﺍﻟﻘﻁﺭ‬
‫ﺍﻟﺩﺍﺨﻠﻲ‬
‫ﻤﻡ‬
‫ﺍﻟﺴﻤﻙ‬
‫ﻤﻡ‬
‫ﻗﻁﺭ‬ ‫ﺃﺴﻼﻙ‬٧‫ﻤﻡ‬9
14
18
22
30
54
84
40
46
50
60
65
90
110
0.4
0.4
0.4
0.4
0.4
0.6
0.6
‫ـ‬
‫ـ‬
‫ـ‬
‫ـ‬
76
89
108
‫ـ‬
‫ـ‬
‫ـ‬
‫ـ‬
2
2
2
‫ﺍﺴـﻤﻲ‬ ‫ﻗﻁﺭ‬ ‫ﺠﺩﺍﺌل‬
١٢,٥‫ﺃﻭ‬ ‫ـﻡ‬‫ﻤـ‬١٢,٩
‫ﻤﻡ‬
7
12
18
31
55
50
65
80
105
140
0.4
0.4
0.6
0.6
0.6
55
76
84
108
139
2
2
2
2
2
‫ﺍﺴـﻤﻲ‬ ‫ﻗﻁـﺭ‬ ‫ﺠﺩﺍﺌل‬
١٥,٢‫ﺃﻭ‬ ‫ﻤﻡ‬١٥,٧‫ﻤﻡ‬
5
8
12
19
37
50
65
80
95
130
0.4
0.4
0.6
0.6
0.6
55
76
84
101
139
2
2
2
2
2
*‫ﻗﻴﻤﺔ‬ ‫ﺃﻗﺭﺏ‬ ‫ﻴﺅﺨﺫ‬ ، ‫ﺒﺎﻟﺠﺩﻭل‬ ‫ﻤﺫﻜﻭﺭﺓ‬ ‫ﺍﻟﻐﻴﺭ‬ ‫ﺍﻟﺤﺎﻻﺕ‬ ‫ﻓﻰ‬‫ﻤﻜﺎﻓﺌﺔ‬
**‫ﻋﻥ‬ ‫ﻟﻠﺠﺭﺍﺏ‬ ‫ﺍﻻﻨﺤﻨﺎﺀ‬ ‫ﻗﻁﺭ‬ ‫ﻨﺼﻑ‬ ‫ﻴﻘل‬ ‫ﻻ‬١٠٠‫ﻗﺒـل‬ ‫ﻤﻥ‬ ‫ﺍﻟﻤﺤﺩﺩﺓ‬ ‫ﺍﻟﻘﻴﻤﺔ‬ ‫ﺃﻭ‬ ‫ﺍﻟﺩﺍﺨﻠﻰ‬ ‫ﺍﻟﻘﻁﺭ‬ ‫ﻤﺭﺓ‬
‫ﺃﻜﺒﺭ‬ ‫ﺃﻴﻬﻤﺎ‬ ‫ﺍﻟﻤﻨﺘﺠﺔ‬ ‫ﺍﻟﺸﺭﻜﺔ‬
***‫ﺃﻤﺘﺎﺭ‬ ‫ﺜﻼﺜﺔ‬ ‫ﻋﻥ‬ ‫ﻟﻠﺠﺭﺍﺏ‬ ‫ﺍﻻﻨﺤﻨﺎﺀ‬ ‫ﻗﻁﺭ‬ ‫ﻨﺼﻑ‬ ‫ﻴﻘل‬ ‫ﻻ‬–‫ﺍﻟﺨﺎﺼـﺔ‬ ‫ﺍﻟﺤـﺎﻻﺕ‬ ‫ﻓـﻰ‬ ‫ﺘﺴﺘﺨﺩﻡ‬
‫ﺍﻟﺨ‬ ‫ﺍﻟﻜـﺎﺒﻼﺕ‬ ‫ﻷﺠﺭﺒـﺔ‬ ‫ﺃﻭ‬ ‫ﺍﻟﺼﻐﻴﺭﺓ‬ ‫ﺍﻷﻗﻁﺎﺭ‬ ‫ﺃﻨﺼﺎﻑ‬ ‫ﺫﺍﺕ‬ ‫ﻟﻠﻜﺎﺒﻼﺕ‬‫ﺎﺭﺠﻴـﺔ‬(External
tendons)
****‫ﻓـﻰ‬ ‫ﺍﻟﻤﺒﻴﻥ‬ ‫ﻤﺜل‬ ‫ﻟﻸﺠﺭﺒﺔ‬ ‫ﺍﻟﺩﺍﺨﻠﻰ‬ ‫ﺍﻟﻘﻁﺭ‬ ‫ﻴﻜﻭﻥ‬ ، ‫ﺍﻟﺒﻼﺴﺘﻴﻙ‬ ‫ﻤﻥ‬ ‫ﺃﺠﺭﺒﺔ‬ ‫ﺍﺴﺘﺨﺩﺍﻡ‬ ‫ﺤﺎﻟﺔ‬ ‫ﻓﻰ‬
‫ﻋﻥ‬ ‫ﻴﻘل‬ ‫ﻻ‬ ‫ﺍﻟﺠﺭﺍﺏ‬ ‫ﻭﺴﻤﻙ‬ ، ‫ﺍﻟﺠﺩﻭل‬ ‫ﻫﺫﺍ‬٣‫ﻤﻡ‬.
‫ﺏ‬-‫ﺘﻭﻀﻴﺢ‬ ‫ﻤﻊ‬ ‫ﺴﻴﺘﺒﻌﻪ‬ ‫ﺍﻟﺫﻯ‬ ‫ﺍﻟﻨﻅﺎﻡ‬ ‫ﻋﻠﻰ‬ ‫ﺒﻨﺎﺀ‬ ‫ﺍﻟﻤﻘﺎﻭل‬ ‫ﺒﺈﻋﺩﺍﺩﻫﺎ‬ ‫ﻗﺎﻡ‬ ‫ﺍﻟﺘﻰ‬ ‫ﺍﻹﻨﺸﺎﺌﻴﺔ‬ ‫ﺍﻟﺤﺴﺎﺒﺎﺕ‬
‫ﺍ‬ ‫ﺒﻴﻥ‬ ‫ﺍﺨﺘﻼﻓﺎﺕ‬ ‫ﺃﻱ‬‫ﻤﻨـﻪ‬ ‫ﺍﻟﻤﻘﺩﻡ‬ ‫ﻭﺍﻟﺘﺼﻤﻴﻡ‬ ‫ﺍﻟﻤﺼﻤﻡ‬ ‫ﺍﻟﻤﻬﻨﺩﺱ‬ ‫ﻤﻥ‬ ‫ﺍﻟﻤﻘﺩﻡ‬ ‫ﺍﻟﻤﺒﺩﺌﻲ‬ ‫ﻟﺘﺼﻤﻴﻡ‬
‫ﻤﻊ‬ ‫ﺍﻟﺘﺴﻠﻴﺢ‬ ‫ﺼﻠﺏ‬ ‫ﻭﻜﺫﺍ‬ ‫ﻭﻤﻭﺍﻗﻌﻬﺎ‬ ‫ﺍﻟﻜﺎﺒﻼﺕ‬ ‫ﻭﺃﻋﺩﺍﺩ‬ ‫ﺍﻟﺨﺭﺴﺎﻨﻴﺔ‬ ‫ﺍﻟﻘﻁﺎﻋﺎﺕ‬ ‫ﺃﺒﻌﺎﺩ‬ ‫ﺤﻴﺙ‬ ‫ﻤﻥ‬

52. ‫ﺍﳋﺮﺳﺎﻧﻴﺔ‬ ‫ﺍﳌﻨﺸﺂﺕ‬ ‫ﻭﺗﻨﻔﻴﺬ‬ ‫ﻟﺘﺼﻤﻴﻢ‬ ‫ﺍﳌﺼﺮﻯ‬ ‫ﺍﻟﻜﻮﺩ‬٢٠٠٦‫ﺍﻟﻌﺎﺷﺮ‬ ‫ﺍﻟﺒﺎﺏ‬
١٠-٥٢
‫ﺍﻟﺘـﻰ‬ ‫ﺍﻟﻜﻭﺩ‬ ‫ﺒﻨﻭﺩ‬ ‫ﺒﻴﺎﻥ‬ ‫ﻤﻊ‬ ‫ﻭﺍﻀﺤﺔ‬ ‫ﺒﻁﺭﻴﻘﺔ‬ ‫ﻤﻜﺘﻭﺒﺔ‬ ‫ﺍﻟﻤﻘﺩﻤﺔ‬ ‫ﺍﻟﺤﺴﺎﺒﺎﺕ‬ ‫ﺘﻜﻭﻥ‬ ‫ﺃﻥ‬ ‫ﻤﺭﺍﻋﺎﺓ‬
‫ﺃﺴﺎﺴﻬﺎ‬ ‫ﻋﻠﻰ‬ ‫ﺍﻟﺘﺼﻤﻴﻡ‬ ‫ﺒﻨﻰ‬.
‫ﺠـ‬-‫ﺍﻟﺘﻨﻔ‬ ‫ﺍﻟﺭﺴﻭﻤﺎﺕ‬‫ﺠﻤﻴـﻊ‬ ‫ﻹﻴـﻀﺎﺡ‬ ‫ﻭﻜـﺎﻑ‬ ‫ﻤﻨﺎﺴـﺏ‬ ‫ﺭﺴﻡ‬ ‫ﺒﻤﻘﻴﺎﺱ‬ ‫ﺘﻜﻭﻥ‬ ‫ﺃﻥ‬ ‫ﻴﺠﺏ‬ ‫ﻴﺫﻴﺔ‬
، ‫ﺒﻭﻀـﻭﺡ‬ ‫ﻭﻤﻭﺍﻗﻌﻬـﺎ‬ ‫ﻭﺃﻨﻭﺍﻋﻬﺎ‬ ‫ﺍﻟﻜﺎﺒﻼﺕ‬ ‫ﺠﻤﻴﻊ‬ ‫ﺒﻴﺎﻥ‬ ‫ﻤﻊ‬ ، ‫ﻟﻠﺘﻨﻔﻴﺫ‬ ‫ﺍﻟﻼﺯﻤﺔ‬ ‫ﺍﻟﺘﻔﺎﺼﻴل‬
‫ﺍﻟﺜﻼﺜﺔ‬ ‫ﺍﻷﺒﻌﺎﺩ‬ ‫ﻓﻰ‬ ‫ﺍﺤﺩﺍﺜﻴﺎﺘﻬﺎ‬ ‫ﻭﻜﺫﻟﻙ‬)‫ﺍﻟﻜﺎﺒﻼﺕ‬ ‫ﻗﻁﺎﻉ‬ ‫ﻤﺭﻜﺯ‬ ‫ﺇﻟﻰ‬ ‫ﻤﻨﺴﻭﺒﺔ‬(‫ﺒﺎﻹﻀـﺎﻓﺔ‬
‫ﺸﺎﻤﻠ‬ ‫ﻭﺘﻔﺎﺼﻴل‬ ‫ﻭﺍﻟﺭﺒﻁ‬ ‫ﺍﻟﺘﺜﺒﻴﺕ‬ ‫ﺃﻟﻭﺍﺡ‬ ‫ﻭﻤﻭﺍﺼﻔﺎﺕ‬ ‫ﻤﻭﺍﻗﻊ‬ ‫ﺇﻟﻰ‬‫ﻭﺍﻟﻘﻁﺎﻉ‬ ‫ﺍﻟﺘﺴﻠﻴﺢ‬ ‫ﻟﺼﻠﺏ‬ ‫ﺔ‬
‫ﻓﻰ‬ ‫ﺍﻟﺨﺭﺴﺎﻨﻰ‬ ‫ﺒﺎﻟﻘﻁﺎﻉ‬ ‫ﻤﻭﺠﻭﺩﺓ‬ ‫ﺘﻜﻭﻥ‬ ‫ﻗﺩ‬ ‫ﺃﺨﺭﻯ‬ ‫ﺃﺠﺯﺍﺀ‬ ‫ﺃﻱ‬ ‫ﻤﻭﺍﻗﻊ‬ ‫ﺇﻅﻬﺎﺭ‬ ‫ﻤﻊ‬ ‫ﺍﻟﺨﺭﺴﺎﻨﻰ‬
‫ﻫـﺫﻩ‬ ‫ﺘﺤﻘﻕ‬ ‫ﺒﺤﻴﺙ‬ ‫ﺍﻟﺠﻭﺍﻴﻁ‬ ‫ﺃﻭ‬ ‫ﺍﻟﺭﻜﺎﺌﺯ‬ ‫ﻤﺜل‬ ‫ﺍﻟﺘﺜﺒﻴﺕ‬ ‫ﻤﻨﺎﻁﻕ‬ ‫ﻭﻓﻰ‬ ‫ﺍﻟﻌﻨﺼﺭ‬ ‫ﻁﻭل‬ ‫ﻜﺎﻤل‬
‫ﺍﻷﺠﺯﺍﺀ‬ ‫ﻫﺫﻩ‬ ‫ﻭﻤﻭﺍﻗﻊ‬ ‫ﻤﺴﺎﺭﺍﺕ‬ ‫ﺒﻴﻥ‬ ‫ﺘﻌﺎﺭﺽ‬ ‫ﺃﻱ‬ ‫ﻭﺠﻭﺩ‬ ‫ﻋﺩﻡ‬ ‫ﺍﻟﺭﺴﻭﻤﺎﺕ‬.‫ﻗﻴﻡ‬ ‫ﺒﻴﺎﻥ‬ ‫ﻭﻴﺠﺏ‬
‫ﺍﻻﺤﺘﻜﺎﻙ‬ ‫ﻤﻌﺎﻤﻼﺕ‬µ, k‫ﺍﻟﻠﻭﺤﺎﺕ‬ ‫ﻋﻠﻰ‬ ‫ﺍﻟﺘﺼﻤﻴﻡ‬ ‫ﻓﻰ‬ ‫ﺍﻟﻤﺴﺘﺨﺩﻤﺔ‬.
١٠-٦‫ﺍﻟﺠﻭﺩﺓ‬ ‫ﻀﺒﻁ‬ ‫ﻭ‬ ‫ﺍﻟﺘﻔﺘﻴﺵ‬
‫ﺒﺠﻭﺩﺓ‬ ‫ﺍﻻﻫﺘﻤﺎﻡ‬ ‫ﻤﻊ‬ ‫ﺍﻹﺠﻬﺎﺩ‬ ‫ﺴﺎﺒﻘﺔ‬ ‫ﺍﻟﺨﺭﺴﺎﻨﺔ‬ ‫ﺃﻋﻤﺎل‬ ‫ﻋﻠﻰ‬ ‫ﺍﻟﺜﺎﻤﻥ‬ ‫ﺒﺎﻟﺒﺎﺏ‬ ‫ﺠﺎﺀ‬ ‫ﻤﺎ‬ ‫ﺘﻁﺒﻴﻕ‬ ‫ﻴﺠﺏ‬
‫ﺴﺒﻕ‬ ‫ﻗﻭﺓ‬ ‫ﻤﻥ‬ ‫ﻭﺍﻟﺘﺤﻘﻕ‬ ‫ﺍﻟﺘﺴﻠﻴﺢ‬ ‫ﺼﻠﺏ‬ ‫ﻭﺠﻭﺩﺓ‬ ‫ﺍﻹﺠﻬﺎﺩ‬ ‫ﺴﺒﻕ‬ ‫ﻗﻭﺓ‬ ‫ﻨﻘل‬ ‫ﻋﻨﺩ‬ ‫ﻤﻘﺎﻭﻤﺘﻬﺎ‬ ‫ﺸﺎﻤﻠﺔ‬ ‫ﺍﻟﺨﺭﺴﺎﻨﺔ‬
‫ﺠﻭﺩ‬ ‫ﻤﻥ‬ ‫ﻭﺍﻟﺘﺤﻘﻕ‬ ‫ﺍﻹﺠﻬﺎﺩ‬‫ﺨﻼل‬ ‫ﻭﺍﻷﻤﺎﻥ‬ ‫ﻭﺠﺩﺕ‬ ‫ﺇﻥ‬ ‫ﺒﺎﻟﺒﺨﺎﺭ‬ ‫ﺍﻟﻤﻌﺎﻟﺠﺔ‬ ‫ﺠﻭﺩﺓ‬ ‫ﻤﻥ‬ ‫ﻭﻜﺫﻟﻙ‬ ‫ﺍﻟﺤﻘﻥ‬ ‫ﺓ‬
‫ﺍﻻﻋﺘﺒﺎﺭ‬ ‫ﻓﻲ‬ ‫ﺍﻟﺘﺎﻟﻴﺔ‬ ‫ﺍﻹﻀﺎﻓﻴﺔ‬ ‫ﺍﻟﺒﻨﻭﺩ‬ ‫ﻭﻀﻊ‬ ‫ﻭﻴﺠﺏ‬ ‫ﺍﻟﻜﺎﺒﻼﺕ‬ ‫ﺸﺩ‬ ‫ﻋﻤﻠﻴﺔ‬ ‫ﻤﺜل‬ ‫ﺍﻟﺘﻨﻔﻴﺫ‬.
١٠-٦-١‫ﺍﻟﺨﺭﺴﺎﻨﺔ‬ ‫ﺠﻭﺩﺓ‬
‫ﺃ‬-‫ﻤﻜﻌﺒﺎﺕ‬ ‫ﻤﻥ‬ ‫ﻜﺎﻑ‬ ‫ﻋﺩﺩ‬ ‫ﺼﺏ‬ ‫ﻴﺘﻡ‬‫ﺍﻟﺨﺭﺴﺎﻨﺔ‬‫ﻗﻭﺓ‬ ‫ﻨﻘل‬ ‫ﻋﻨﺩ‬ ‫ﺍﻟﻀﻐﻁ‬ ‫ﻤﻘﺎﻭﻤﺔ‬ ‫ﺍﺨﺘﺒﺎﺭ‬ ‫ﻹﺠﺭﺍﺀ‬
‫ﻤ‬ ‫ﻭﻟﻠﺘﺤﻘﻕ‬ ‫ﺍﻹﺠﻬﺎﺩ‬ ‫ﺴﺒﻕ‬‫ﺍﻟﻤﻬﻨـﺩﺱ‬ ‫ﻴﻁﻠﺒﻬـﺎ‬ ‫ﺍﻟﺘـﻲ‬ ‫ﺍﻷﺯﻤﻨﺔ‬ ‫ﻭﻋﻨﺩ‬ ‫ﺍﻟﻤﻤﻴﺯﺓ‬ ‫ﺍﻟﻤﻘﺎﻭﻤﺔ‬ ‫ﻥ‬
‫ﺍﻻﺴﺘﺸﺎﺭﻱ‬.‫ﻴﺯﻴﺩ‬ ‫ﻻ‬ ‫ﻭﺒﻤﺎ‬ ‫ﺍﻟﻌﻨﺼﺭ‬ ‫ﺍﺨﺘﻼﻑ‬ ‫ﻋﻨﺩ‬ ‫ﺃﻭ‬ ‫ﺼﺏ‬ ‫ﻴﻭﻡ‬ ‫ﻜل‬ ‫ﻤﻥ‬ ‫ﺍﻟﻌﻴﻨﺎﺕ‬ ‫ﻭﺘﺅﺨﺫ‬
‫ﻋﻠﻰ‬١٠٠‫ﻡ‬٣
‫ﺍﻟﻌﻤل‬ ‫ﻤﻥ‬ ‫ﻤﺘﺼﻠﺔ‬ ‫ﻓﺘﺭﺍﺕ‬ ‫ﻓﻲ‬ ‫ﺨﺭﺴﺎﻨﺔ‬.
‫ﺏ‬-‫ﺍﻟﻀﻐﻁ‬ ‫ﻤﻘﺎﻭﻤﺔ‬ ‫ﺍﺨﺘﺒﺎﺭ‬ ‫ﻴﺘﻡ‬‫ﻟﻠﺨﺭﺴﺎﻨﺔ‬‫ﻨﺘﺎﺌﺞ‬ ‫ﺘﺤﻘﻕ‬ ‫ﺃﻥ‬ ‫ﻭﻴﺠﺏ‬ ‫ﺍﻟﻜﺎﺒﻼﺕ‬ ‫ﺸﺩ‬ ‫ﻓﻲ‬ ‫ﺍﻟﺒﺩﺀ‬ ‫ﻗﺒل‬
‫ﺍﻻﺨﺘﺒﺎﺭﺍ‬‫ﻨﺘﻴﺠﺔ‬ ‫ﺘﻘل‬ ‫ﺃﻻ‬ ‫ﻭﻴﺠﺏ‬ ‫ﺍﻹﺠﻬﺎﺩ‬ ‫ﺴﺒﻕ‬ ‫ﻗﻭﺓ‬ ‫ﻨﻘل‬ ‫ﻋﻨﺩ‬ ‫ﺍﻟﻤﻁﻠﻭﺒﺔ‬ ‫ﺍﻟﻀﻐﻁ‬ ‫ﻤﻘﺎﻭﻤﺔ‬ ‫ﺕ‬
‫ﻋﻥ‬ ‫ﺍﺨﺘﺒﺎﺭ‬ ‫ﺃﻱ‬٨٥%‫ﺍﻟﻤﻁﻠﻭﺒـﺔ‬ ‫ﺍﻟﻀﻐﻁ‬ ‫ﻤﻘﺎﻭﻤﺔ‬ ‫ﻤﻥ‬.‫ﺍﻟﻤﻘﺎﻭﻤـﺔ‬ ‫ﺘﺘﺤﻘـﻕ‬ ‫ﻟـﻡ‬ ‫ﻭﺇﺫﺍ‬
‫ﻻﺤﻕ‬ ‫ﻭﻗﺕ‬ ‫ﻓﻲ‬ ‫ﺍﻟﻀﻐﻁ‬ ‫ﻤﻘﺎﻭﻤﺔ‬ ‫ﺍﺨﺘﺒﺎﺭ‬ ‫ﻟﺤﻴﻥ‬ ‫ﺍﻻﻨﺘﻅﺎﺭ‬ ‫ﻴﺠﺏ‬ ‫ﺍﻟﻤﻁﻠﻭﺒﺔ‬.

53. ‫ﺍﳋﺮﺳﺎﻧﻴﺔ‬ ‫ﺍﳌﻨﺸﺂﺕ‬ ‫ﻭﺗﻨﻔﻴﺬ‬ ‫ﻟﺘﺼﻤﻴﻢ‬ ‫ﺍﳌﺼﺮﻯ‬ ‫ﺍﻟﻜﻮﺩ‬٢٠٠٦‫ﺍﻟﻌﺎﺷﺮ‬ ‫ﺍﻟﺒﺎﺏ‬
١٠-٥٣
‫ﺠـ‬-‫ﺍﻟﻤﻁﻠ‬ ‫ﺍﻟﻤﻤﻴﺯﺓ‬ ‫ﺍﻟﻤﻘﺎﻭﻤﺔ‬ ‫ﻟﺭﺘﺒﺔ‬ ‫ﻤﺴﺘﻭﻓﻴﺔ‬ ‫ﺍﻟﺨﺭﺴﺎﻨﺔ‬ ‫ﹸﻌﺘﺒﺭ‬‫ﺘ‬‫ﺇﺫﺍ‬ ‫ﺍﻟﺘﻨﻔﻴﺫ‬ ‫ﺃﺜﻨﺎﺀ‬ ‫ﺍﻟﺘﺤﻤﻴل‬ ‫ﻋﻨﺩ‬ ‫ﻭﺒﺔ‬
‫ﺒﺎﻟﺒﻨﺩ‬ ‫ﺍﻟﻭﺍﺭﺩﺓ‬ ‫ﺍﻟﺸﺭﻭﻁ‬ ‫ﺘﺤﻘﻘﺕ‬)٨-٩-٣(‫ﻤﻥ‬ ‫ﺃﻗل‬ ‫ﻨﺘﺎﺌﺠﻬﺎ‬ ‫ﺍﻟﺘﻲ‬ ‫ﺍﻻﺨﺘﺒﺎﺭﺍﺕ‬ ‫ﻋﺩﺩ‬ ‫ﻭﻜﺎﻥ‬
‫ﺒـ‬ ‫ﺍﻟﻤﻤﻴﺯﺓ‬ ‫ﺍﻟﻤﻘﺎﻭﻤﺔ‬٤‫ﻨﻴﻭﺘﻥ‬/‫ﻤﻡ‬٢
‫ﺍﺨﺘﺒﺎﺭ‬ ‫ﻤﺎﺌﺔ‬ ‫ﻟﻜل‬ ‫ﻭﺍﺤﺩ‬ ‫ﺍﺨﺘﺒﺎﺭ‬ ‫ﻋﻠﻰ‬ ‫ﺘﺯﻴﺩ‬ ‫ﻻ‬.
١٠-٦-٢‫ﺍﻟﺤﻘﻥ‬ ‫ﻟﻤﻭﻨﺔ‬ ‫ﺍﻟﺠﻭﺩﺓ‬ ‫ﻭﻀﺒﻁ‬ ‫ﺍﻟﻤﺭﺍﻗﺒﺔ‬
‫ﺃ‬-‫ﻴﺘﻁﻠ‬ ‫ﺍﻟﺘﻰ‬ ‫ﺍﻟﺨﻭﺍﺹ‬ ‫ﻋﻠﻰ‬ ‫ﺀ‬‫ﺒﻨﺎ‬‫ﻟﺘﺤﺩﻴـﺩ‬ ‫ﺍﻟﺤﻘﻥ‬ ‫ﻤﻭﻨﺔ‬ ‫ﺨﻠﻁﺔ‬ ‫ﺘﺼﻤﻴﻡ‬ ‫ﻴﺘﻡ‬ ‫ﻓﺈﻨﻪ‬ ‫ﺍﻟﻤﺼﻤﻡ‬ ‫ﺒﻬﺎ‬
‫ﺍﻟﺸﺭﻜﺔ‬ ‫ﺍﺤﺩﻯ‬ ‫ﻤﻥ‬ ‫ﺠﺎﻫﺯﺓ‬ ‫ﺘﻭﺭﺩ‬ ‫ﺃﻭ‬ ‫ﻤﻌﺘﻤﺩ‬ ‫ﻤﻌﻤل‬ ‫ﺒﻭﺍﺴﻁﺔ‬ ‫ﻤﻜﻭﻨﺎﺘﻬﺎ‬ ‫ﻨﺴﺏ‬=‫ﺍﻟﻤﺘﺨﺼﺼﺔ‬
‫ﺍﻟﺨﻭﺍﺹ‬ ‫ﻫﺫﻩ‬ ‫ﻻﺨﺘﺒﺎﺭ‬ ‫ﺇﻟﻴﻬﺎ‬ ‫ﻴﺭﺠﻊ‬ ‫ﺍﻟﺘﻰ‬ ‫ﻭﺍﻟﻤﻭﺍﺼﻔﺔ‬ ‫ﺒﺨﻭﺍﺼﻬﺎ‬ ‫ﺒﻴﺎﻥ‬ ‫ﻤﻊ‬.
‫ﺏ‬-‫ﹸﻁﺒﻕ‬‫ﺘ‬‫ﺨﻁﻭﺍﺕ‬‫ﻭﻤـﻭﺍﺩ‬ ‫ﺃﺴﻤﻨﺕ‬ ‫ﻤﻥ‬ ‫ﺍﻟﺤﻘﻥ‬ ‫ﻤﻭﻨﺔ‬ ‫ﻤﻭﺍﺩ‬ ‫ﻋﻠﻰ‬ ‫ﺍﻟﺠﻭﺩﺓ‬ ‫ﻀﺒﻁ‬ ‫ﻭﺍﺸﺘﺭﺍﻁﺎﺕ‬
‫ﺍﻟﻴـﻭﻡ‬ ‫ﺨـﻼل‬ ‫ﺍﻟﻁﺎﺯﺠﺔ‬ ‫ﺍﻟﻤﻭﻨﺔ‬ ‫ﻋﻠﻰ‬ ‫ﺍﻟﻘﻭﺍﻡ‬ ‫ﺍﺨﺘﺒﺎﺭ‬ ‫ﺇﺠﺭﺍﺀ‬ ‫ﻭﻴﺘﻡ‬ ‫ﻭﻤﺎﺀ‬ ‫ﻭﺇﻀﺎﻓﺎﺕ‬ ‫ﻤﺎﻟﺌﺔ‬
‫ﻋﻥ‬ ‫ﺘﻘل‬ ‫ﻻ‬ ‫ﻤﻨﺎﺴﺒﺔ‬ ‫ﻓﺘﺭﺍﺕ‬ ‫ﻋﻠﻰ‬ ‫ﺍﻟﻭﺍﺤﺩ‬٣‫ﻟﻠﻘـﻭﺍﻡ‬ ‫ﺍﻟﺩﺍﺌﻡ‬ ‫ﺍﻟﺒﺼﺭﻱ‬ ‫ﺍﻟﻔﺤﺹ‬ ‫ﻭﻴﺘﻡ‬ ‫ﻤﺭﺍﺕ‬
‫ﺍﻟﻴﻭﻡ‬ ‫ﺨﻼل‬.
‫ﺠـ‬-‫ﹰ‬‫ﺎ‬‫ﻁﺒﻘ‬ ‫ﻟﻠﻤﻭﻨﺔ‬ ‫ﺍﻟﻀﻐﻁ‬ ‫ﻤﻘﺎﻭﻤﺔ‬ ‫ﺍﺨﺘﺒﺎﺭ‬ ‫ﺇﺠﺭﺍﺀ‬ ‫ﻴﺘﻡ‬‫ﺍﺨﺘﺒﺎﺭﺍﺕ‬ ‫ﺒﺩﻟﻴل‬ ‫ﻭﺭﺩ‬ ‫ﻟﻤﺎ‬........‫ﺭﻗـﻡ‬
.........‫ﻭﻴ‬‫ﺍﻟﻌﻨـﺼﺭ‬ ‫ﺍﺨﺘﻼﻑ‬ ‫ﻭﻋﻨﺩ‬ ‫ﺍﻟﻴﻭﻡ‬ ‫ﺨﻼل‬ ‫ﻤﻨﺎﺴﺒﺔ‬ ‫ﻓﺘﺭﺍﺕ‬ ‫ﻋﻠﻰ‬ ‫ﺍﻟﻌﻴﻨﺎﺕ‬ ‫ﺃﺨﺫ‬ ‫ﺘﻡ‬
‫ﺍﻟﺤﻘﻥ‬ ‫ﻓﻴﻪ‬ ‫ﻴﺘﻡ‬ ‫ﺍﻟﺫﻱ‬.
‫ﺩ‬–‫ﺃﻥ‬ ‫ﻴﺠﺏ‬‫ﺍﺨﺘﺒﺎﺭ‬ ‫ﻨﺘﺎﺌﺞ‬ ‫ﻤﺘﻭﺴﻁ‬ ‫ﻴﺘﺠﺎﻭﺯ‬‫ﺍﻟﻤﻁﻠﻭﺒﺔ‬ ‫ﺍﻟﻤﻘﺎﻭﻤﺔ‬ ‫ﺍﻟﻤﻭﻨﺔ‬ ‫ﻀﻐﻁ‬ ‫ﻤﻘﺎﻭﻤﺔ‬‫ﺒﻤﻘﺩﺍﺭ‬
......‫ﺒﻨﺴﺒﺔ‬.............‫ﻋﻥ‬ ‫ﺍﺨﺘﺒﺎﺭ‬ ‫ﺃﻯ‬ ‫ﻨﺘﻴﺠﺔ‬ ‫ﺘﻘل‬ ‫ﻻ‬ ‫ﻭﺒﺤﻴﺙ‬٨٥%‫ﺍﻟﻤﻘﺎﻭﻤـﺔ‬ ‫ﻤﻥ‬
‫ﺍﻟﻤﻁﻠﻭﺒﺔ‬.
١٠-٦-٣‫ﺍﻹﺠﻬﺎﺩ‬ ‫ﺴﺒﻕ‬ ‫ﻟﺼﻠﺏ‬ ‫ﺍﻟﺠﻭﺩﺓ‬ ‫ﻭﻀﺒﻁ‬ ‫ﺍﻟﻤﺭﺍﻗﺒﺔ‬
‫ﺍﺨﺘﺒـﺎﺭﺍﺕ‬ ‫ﺇﺠﺭﺍﺀ‬ ‫ﻴﺠﺏ‬ ‫ﺍﻹﺠﻬﺎﺩ‬ ‫ﺴﺒﻕ‬ ‫ﻟﺼﻠﺏ‬ ‫ﺍﻟﻤﺼﺎﺤﺒﺔ‬ ‫ﻭﺍﻟﺘﻔﺘﻴﺵ‬ ‫ﺍﻻﺨﺘﺒﺎﺭ‬ ‫ﺸﻬﺎﺩﺍﺕ‬ ‫ﺒﺠﺎﻨﺏ‬
‫ﺘـﻡ‬ ‫ﺍﻟﺘـﻲ‬ ‫ﺍﻟﻌﺎﻟﻤﻴﺔ‬ ‫ﺍﻟﻘﻴﺎﺴﻴﺔ‬ ‫ﺍﻟﻤﻭﺍﺼﻔﺎﺕ‬ ‫ﻟﺤﺩﻭﺩ‬ ‫ﺘﺤﻘﻴﻘﻪ‬ ‫ﻤﻥ‬ ‫ﺍﻟﺘﺄﻜﺩ‬ ‫ﻭﻴﺘﻡ‬ ‫ﺍﻟﺼﻠﺏ‬ ‫ﻟﺫﻟﻙ‬ ‫ﺍﻟﺠﻭﺩﺓ‬ ‫ﻀﺒﻁ‬
‫ﻋﻠﻴﻬﺎ‬ ‫ﺒﻨﺎﺀ‬ ‫ﺘﺼﻨﻴﻌﻪ‬.‫ﻭﺍﻟﺠﺩﺍﺌل‬ ‫ﺍﻷﺴﻼﻙ‬ ‫ﻋﻠﻰ‬ ‫ﺍﻟﺘﻔﺘﻴﺵ‬ ‫ﻭﻴﺠﺏ‬‫ﺍﻟﺘـﻲ‬ ‫ﺍﻟﺒﻜﺭﺍﺕ‬ ‫ﻤﻥ‬ ‫ﻭﻓﻜﻬﺎ‬ ‫ﻓﺭﺩﻫﺎ‬ ‫ﺒﻌﺩ‬
‫ﺍﺴﺘﺒﻌﺎﺩ‬ ‫ﻴﺘﻡ‬ ‫ﺍﻻﺴﺘﺨﺩﺍﻡ‬ ‫ﻭﻗﺒل‬ ‫ﻭﺍﻻﻨﺤﻨﺎﺀ‬ ‫ﺍﻟﺘﺸﻭﻩ‬ ‫ﻤﻥ‬ ‫ﻭﺨﺎﻟﻴﺔ‬ ‫ﻤﺴﺘﻘﻴﻤﺔ‬ ‫ﺘﻜﻭﻥ‬ ‫ﺒﺤﻴﺙ‬ ‫ﻋﻠﻴﻬﺎ‬ ‫ﻤﻠﻔﻭﻓﺔ‬ ‫ﺘﻭﺭﺩ‬
‫ﹸﻘﺭ‬‫ﻨ‬ ‫ﺒﻪ‬ ‫ﺼﻠﺏ‬ ‫ﺃﻱ‬(Pits)‫ﺨﺎﻟ‬ ‫ﺍﻟﺼﻠﺏ‬ ‫ﻴﻜﻭﻥ‬ ‫ﺃﻥ‬ ‫ﻭﻴﺠﺏ‬‫ﹰ‬‫ﺎ‬‫ﻴ‬‫ﺯﻴﻭﺕ‬ ‫ﺃﻭ‬ ‫ﺃﺘﺭﺒﺔ‬ ‫ﻤﻥ‬ ‫ﺍﻟﻌﺎﻟﻘﺔ‬ ‫ﺍﻟﻤﻭﺍﺩ‬ ‫ﻤﻥ‬.‫ﺇﺫﺍ‬
‫ﻟﻔﺘﺭ‬ ‫ﺇﺠﻬﺎﺩ‬ ‫ﺒﺩﻭﻥ‬ ‫ﺍﻷﺠﺭﺒﺔ‬ ‫ﻓﻲ‬ ‫ﺍﻹﺠﻬﺎﺩ‬ ‫ﺴﺒﻕ‬ ‫ﺼﻠﺏ‬ ‫ﺘﺭﻙ‬‫ﻓﺤـﺹ‬ ‫ﻴﻌـﺎﺩ‬ ‫ﺃﺴـﺎﺒﻴﻊ‬ ‫ﺨﻤﺴﺔ‬ ‫ﻤﻥ‬ ‫ﺃﻜﺜﺭ‬ ‫ﺓ‬
‫ﺼﺩﺃ‬ ‫ﻟﻅﻬﻭﺭ‬ ‫ﺘﻌﺭﺽ‬ ‫ﻗﺩ‬ ‫ﻴﻜﻭﻥ‬ ‫ﻻ‬ ‫ﺤﺘﻰ‬ ‫ﺃﺨﺭﻯ‬ ‫ﻤﺭﺓ‬ ‫ﺍﻟﺼﻠﺏ‬.

54. ‫ﺍﳋﺮﺳﺎﻧﻴﺔ‬ ‫ﺍﳌﻨﺸﺂﺕ‬ ‫ﻭﺗﻨﻔﻴﺬ‬ ‫ﻟﺘﺼﻤﻴﻢ‬ ‫ﺍﳌﺼﺮﻯ‬ ‫ﺍﻟﻜﻮﺩ‬٢٠٠٦‫ﺍﻟﻌﺎﺷﺮ‬ ‫ﺍﻟﺒﺎﺏ‬
١٠-٥٤
١٠-٦-٤‫ﻭﺍﻟﻜﺎﺒﻼﺕ‬ ‫ﺍﻷﺠﺭﺒﺔ‬ ‫ﻋﻠﻰ‬ ‫ﺍﻟﺘﻔﺘﻴﺵ‬
‫ﺃ‬-‫ﺤﺩﺙ‬ ‫ﺃﻭ‬ ‫ﺍﺨﺘﻨﺎﻗﺎﺕ‬ ‫ﺒﻬﺎ‬ ‫ﺃﺠﺭﺒـﺔ‬ ‫ﺃﻴﺔ‬ ‫ﻭﺍﺴﺘﺒﻌﺎﺩ‬ ‫ﺘﻭﺭﻴﺩﻫﺎ‬ ‫ﻋﻨﺩ‬ ‫ﺍﻷﺠﺭﺒﺔ‬ ‫ﻋﻠﻰ‬ ‫ﺍﻟﺘﻔﺘﻴﺵ‬ ‫ﻴﺠﺏ‬
‫ﺘﺭﻜﻴﺒﻬ‬ ‫ﺒﻌﺩ‬ ‫ﻋﻠﻴﻬﺎ‬ ‫ﺍﻟﺘﻔﺘﻴﺵ‬ ‫ﻴﺘﻡ‬ ‫ﺜﻡ‬ ‫ﺍﻷﺴﺒﺎﺏ‬ ‫ﻤﻥ‬ ‫ﺴﺒﺏ‬ ‫ﻷﻱ‬ ‫ﺜﻘﻭﺏ‬ ‫ﺒﻬﺎ‬‫ﻜﻤـﺎ‬ ‫ﺃﻤﺎﻜﻨﻬـﺎ‬ ‫ﻓﻲ‬ ‫ﺎ‬
‫ﺍﻷﺠﺭﺒﺔ‬ ‫ﺭﻜﺎﺌﺯ‬ ‫ﻭﺼﻼﺒﺔ‬ ‫ﻗﻭﺓ‬ ‫ﻋﻠﻰ‬ ‫ﻭﺍﻟﺘﻔﺘﻴﺵ‬ ‫ﺒﺎﻟﺭﺴﻭﻤﺎﺕ‬ ‫ﺠﺎﺀﺕ‬.‫ﻋﻠـﻰ‬ ‫ﺍﻟﺘﻔﺘـﻴﺵ‬ ‫ﻭﻴﺘﻡ‬
‫ﻋﻠﻰ‬ ‫ﻭﺘﺅﺜﺭ‬ ‫ﺍﻟﻤﻭﻨﺔ‬ ‫ﺘﺩﺨل‬ ‫ﻻ‬ ‫ﺤﺘﻰ‬ ‫ﺍﻟﻭﺼﻼﺕ‬ ‫ﻭﻋﻨﺩ‬ ‫ﺍﻷﻁﺭﺍﻑ‬ ‫ﻋﻨﺩ‬ ‫ﻟﻸﺠﺭﺒﺔ‬ ‫ﺍﻟﺠﻴﺩ‬ ‫ﺍﻟﻌﺯل‬
‫ﺍﻟﻜﺎﺒﻼﺕ‬ ‫ﺸﺩ‬.‫ﻫـﻭﺍﺀ‬ ‫ﺒـﻀﺦ‬ ‫ﺫﻟـﻙ‬ ‫ﻭ‬ ‫ﺒﺎﻷﺠﺭﺒﺔ‬ ‫ﺍﻨﺴﺩﺍﺩ‬ ‫ﺤﺩﻭﺙ‬ ‫ﻋﺩﻡ‬ ‫ﻤﻥ‬ ‫ﺍﻟﺘﺄﻜﺩ‬ ‫ﻭﻴﺠﺏ‬
‫ﻋﻠﻰ‬ ‫ﻀﻐﻁﻪ‬ ‫ﻴﺯﻴﺩ‬ ‫ﻻ‬ ‫ﻤﻀﻐﻭﻁ‬٢‫ﻨ‬‫ﻴﻭﺘﻥ‬/‫ﻤﻡ‬٢
‫ﻭ‬ ‫ﺍﻷﻓﻘﻴﺔ‬ ‫ﻟﻸﺠﺭﺒﺔ‬١‫ﻨﻴﻭﺘﻥ‬/‫ﻤﻡ‬٢
‫ﻟﻸﺠﺭﺒﺔ‬
‫ﺍﻟﻬﻭﺍﺀ‬ ‫ﻀﻐﻁ‬ ‫ﻤﺭﺍﻗﺒﺔ‬ ‫ﻤﻊ‬ ‫ﺍﻟﺭﺃﺴﻴﺔ‬.
‫ﺏ‬-‫ﻭﻴﺘﻡ‬ ‫ﺍﻟﻤﻁﻠﻭﺒﺔ‬ ‫ﺍﻟﺘﺼﻤﻴﻤﻴﺔ‬ ‫ﺒﺎﻟﻘﻭﺓ‬ ‫ﻭﺒﺎﻨﺘﻅﺎﻡ‬ ‫ﺒﺎﻟﺘﺩﺭﻴﺞ‬ ‫ﺸﺩﻩ‬ ‫ﺘﻡ‬ ‫ﻗﺩ‬ ‫ﻜﺎﺒل‬ ‫ﻜل‬ ‫ﺃﻥ‬ ‫ﺍﻟﺘﺄﻜﺩ‬ ‫ﻴﺠﺏ‬
‫ﺒﺎﻻﺴـﺘﻁﺎﻟﺔ‬ ‫ﻭﻤﻘﺎﺭﻨﺘﻬـﺎ‬ ‫ﻟﻠﻜﺎﺒل‬ ‫ﺍﻟﻤﻭﻗﻊ‬ ‫ﻓﻲ‬ ‫ﺍﻟﺤﻘﻴﻘﻴﺔ‬ ‫ﺍﻻﺴﺘﻁﺎﻟﺔ‬ ‫ﺘﺤﺩﻴﺩ‬ ‫ﻁﺭﻴﻕ‬ ‫ﻋﻥ‬ ‫ﺫﻟﻙ‬
‫ﺃﺨ‬ ‫ﻭﻴﺠﺏ‬ ‫ﺍﻟﻤﺤﺴﻭﺒﺔ‬‫ﻭﻴﺠـﺏ‬ ‫ﺍﻻﻋﺘﺒﺎﺭ‬ ‫ﻓﻲ‬ ‫ﻟﻠﻜﺎﺒﻼﺕ‬ ‫ﺍﻟﻁﺭﻓﻴﺔ‬ ‫ﺍﻟﺭﻭﺍﺒﻁ‬ ‫ﻓﻲ‬ ‫ﺯﺤﺯﺤﺔ‬ ‫ﺃﻱ‬ ‫ﺫ‬
‫ﺃﻻ‬‫ﺘﻘل‬‫ﻋﻥ‬ ‫ﺍﻻﺴﺘﻁﺎﻟﺔ‬ ‫ﻗﺭﺍﺀﺓ‬ ‫ﺩﻗﺔ‬٢‫ﺍﻷﻁـﺭﺍﻑ‬ ‫ﺃﺤـﺩ‬ ‫ﻓﻲ‬ ‫ﺍﻟﺸﺩ‬ ‫ﻗﻭﺓ‬ ‫ﻗﻴﺎﺱ‬ ‫ﻴﺠﺏ‬ ‫ﻜﻤﺎ‬ ‫ﻤﻡ‬
‫ﺍﻟﻤﻌﺎﻴﺭﺓ‬ ‫ﺍﻷﺠﻬﺯﺓ‬ ‫ﺃﺤﺩ‬ ‫ﻁﺭﻴﻕ‬ ‫ﻋﻥ‬)‫ﻋﻠﻰ‬ ‫ﺘﺯﻴﺩ‬ ‫ﻻ‬ ‫ﺍﻟﻘﺭﺍﺀﺓ‬ ‫ﻭﺩﻗﺔ‬١,٥.(%
‫ﺠـ‬–‫ﺃﺴﻼﻙ‬ ‫ﻋﺩﺩ‬ ‫ﺫﺍﺕ‬ ‫ﺠﺩﺍﺌل‬ ‫ﺍﺴﺘﺨﺩﺍﻡ‬ ‫ﺤﺎﻟﺔ‬ ‫ﻓﻰ‬ ‫ﺃﻭ‬ ‫ﺍﻟﻘﺼﻴﺭﺓ‬ ‫ﺍﻷﻋﻀﺎﺀ‬ ‫ﻓﻲ‬‫ﺃﻭ‬ ‫ﻤـﻥ‬ ‫ﺃﻜﺒـﺭ‬
‫ﻴﺴﺎﻭﻯ‬١٩‫ﺍﻟﻘﻭﺓ‬ ‫ﻤﻘﻴﺎﺱ‬ ‫ﺒﺎﺴﺘﺨﺩﺍﻡ‬ ‫ﺍﻟﻜﺎﺒﻼﺕ‬ ‫ﻓﻰ‬ ‫ﺍﻟﺸﺩ‬ ‫ﻗﻭﺓ‬ ‫ﻤﻥ‬ ‫ﺍﻟﺘﺤﻘﻕ‬ ‫ﻴﻔﻀل‬.
١٠-٦-٥‫ﺍﻟﻜﺎﺒﻼﺕ‬ ‫ﺒﺸﺩ‬ ‫ﺍﻟﺨﺎﺼﺔ‬ ‫ﺍﻟﻤﻌﺩﺍﺕ‬ ‫ﻤﻌﺎﻴﺭﺓ‬
‫ﻭﻴﻌـﺎﺩ‬ ‫ﺍﻻﺴـﺘﺨﺩﺍﻡ‬ ‫ﻗﺒل‬ ‫ﺍﻟﻜﺎﺒﻼﺕ‬ ‫ﺸﺩ‬ ‫ﻗﻭﺓ‬ ‫ﻗﻴﺎﺱ‬ ‫ﻭﺃﺠﻬﺯﺓ‬ ‫ﺍﻻﺴﺘﻁﺎﻟﺔ‬ ‫ﻗﻴﺎﺱ‬ ‫ﺃﺠﻬﺯﺓ‬ ‫ﻤﻌﺎﻴﺭﺓ‬ ‫ﻴﺘﻡ‬
‫ﻜل‬ ‫ﻤﻌﺎﻴﺭﺘﻬﺎ‬٦‫ﻟ‬ ‫ﹰ‬‫ﺎ‬‫ﻁﺒﻘ‬ ‫ﺃﻗل‬ ‫ﺃﻭ‬ ‫ﺍﻟﻁﺒﻴﻌﻴﺔ‬ ‫ﺍﻟﻅﺭﻭﻑ‬ ‫ﻓﻲ‬ ‫ﺸﻬﻭﺭ‬‫ﺍﻻﺴﺘﺸﺎﺭﻱ‬ ‫ﺍﻟﻤﻬﻨﺩﺱ‬ ‫ﻁﻠﺏ‬.‫ﺃﻻ‬ ‫ﻭﻴﺠﺏ‬
‫ﺍﻟﻤﻭﺍﺼـﻔﺎﺕ‬ ‫ﻓـﻲ‬ ‫ﺒﻬﺎ‬ ‫ﺍﻟﻤﺴﻤﻭﺡ‬ ‫ﺍﻟﺤﺩﻭﺩ‬ ‫ﻋﻥ‬ ‫ﺍﻟﻤﻌﺎﻴﺭﺓ‬ ‫ﺠﻬﺎﺯ‬ ‫ﺃﻭ‬ ‫ﺍﻷﺠﻬﺯﺓ‬ ‫ﺘﻠﻙ‬ ‫ﺩﻗﺔ‬ ‫ﻓﻰ‬ ‫ﺍﻟﺨﻁﺄ‬ ‫ﻴﺯﻴﺩ‬
‫ﺍﻟﻘﻴﺎﺱ‬ ‫ﻷﺠﻬﺯﺓ‬ ‫ﺍﻟﻤﺼﺭﻴﺔ‬ ‫ﺍﻟﻘﻴﺎﺴﻴﺔ‬.
١٠-٦-٦‫ﺍﻟﻌﻨﺼﺭ‬ ‫ﻭﻨﻘل‬ ‫ﺍﻟﻘﻭﺓ‬ ‫ﻨﻘل‬ ‫ﺒﻌﺩ‬ ‫ﺍﻟﺨﺭﺴﺎﻨﻰ‬ ‫ﺍﻟﻌﻨﺼﺭ‬ ‫ﻋﻠﻰ‬ ‫ﺍﻟﺘﻔﺘﻴﺵ‬
‫ﺃ‬-‫ﺒ‬ ‫ﺸﺭﻭﺥ‬ ‫ﺃﻭ‬ ‫ﺘﺸﻭﻫﺎﺕ‬ ‫ﺃﻯ‬ ‫ﺤﺩﻭﺙ‬ ‫ﻋﺩﻡ‬ ‫ﻤﻥ‬ ‫ﺍﻟﺘﺄﻜﺩ‬ ‫ﻴﺘﻡ‬‫ﺍﻟﻘـﻭﺓ‬ ‫ﻨﻘل‬ ‫ﺒﻌﺩ‬ ‫ﺍﻟﺨﺭﺴﺎﻨﻰ‬ ‫ﺎﻟﻌﻨﺼﺭ‬
‫ﺘﺤﺩﺏ‬ ‫ﺃﻗﺼﻰ‬ ‫ﻗﻴﺎﺱ‬ ‫ﻭﻴﺘﻡ‬(Camber)‫ﺒﻬﺎ‬ ‫ﺍﻟﻤﺴﻤﻭﺡ‬ ‫ﺒﺎﻟﺤﺩﻭﺩ‬ ‫ﻭﻤﻘﺎﺭﻨﺘﻪ‬ ‫ﺒﺎﻟﻌﻨﺼﺭ‬ ‫ﺤﺩﺙ‬.
‫ﺏ‬-‫ﺸـﺭﻭﺥ‬ ‫ﺃﻭ‬ ‫ﺘـﺸﻭﻫﺎﺕ‬ ‫ﺃﻯ‬ ‫ﺤﺩﻭﺙ‬ ‫ﻋﺩﻡ‬ ‫ﻤﻥ‬ ‫ﺍﻟﺘﺄﻜﺩ‬ ‫ﻴﺘﻡ‬ ‫ﺍﻟﺼﺏ‬ ‫ﺴﺎﺒﻘﺔ‬ ‫ﺍﻟﻌﻨﺎﺼﺭ‬ ‫ﺤﺎﻟﺔ‬ ‫ﻓﻰ‬
‫ﺍﻟﻌﻨﺼﺭ‬ ‫ﺒﻴﻥ‬ ‫ﺍﻟﻭﺼﻼﺕ‬ ‫ﻋﻠﻰ‬ ‫ﺍﻟﺘﻔﺘﻴﺵ‬ ‫ﻴﺠﺏ‬ ‫ﻭﻜﺫﻟﻙ‬ ‫ﺒﺎﻟﻤﻨﺸﺄ‬ ‫ﻤﻜﺎﻨﻪ‬ ‫ﺇﻟﻰ‬ ‫ﻨﻘﻠﻪ‬ ‫ﺒﻌﺩ‬ ‫ﺒﺎﻟﻌﻨﺼﺭ‬
‫ﺴﺎﺒﻕ‬‫ﻭ‬ ‫ﺒﻪ‬ ‫ﺍﻟﻤﺘﺼﻠﺔ‬ ‫ﻭﺍﻟﻌﻨﺎﺼﺭ‬ ‫ﺍﻹﺠﻬﺎﺩ‬/‫ﻟﻪ‬ ‫ﺍﻟﺤﺎﻤﻠﺔ‬ ‫ﺃﻭ‬.

55. ‫ﺍﳋﺮﺳﺎﻧﻴﺔ‬ ‫ﺍﳌﻨﺸﺂﺕ‬ ‫ﻭﺗﻨﻔﻴﺬ‬ ‫ﻟﺘﺼﻤﻴﻢ‬ ‫ﺍﳌﺼﺮﻯ‬ ‫ﺍﻟﻜﻮﺩ‬٢٠٠٦‫ﺍﻟﻌﺎﺷﺮ‬ ‫ﺍﻟﺒﺎﺏ‬
١٠-٥٥
١٠-٦-٧‫ﺍﻟﻤﺘﻠﻔﺔ‬ ‫ﻏﻴﺭ‬ ‫ﺍﻻﺨﺘﺒﺎﺭﺍﺕ‬
‫ﺍﻟﺒﻨﻭﺩ‬ ‫ﺇﻟﻰ‬ ‫ﻴﺭﺠﻊ‬٨-٩-٤،٨-٩-٥،٨-٩-٦‫ﺍﻟﺼﺩﺩ‬ ‫ﻫﺫﺍ‬ ‫ﻓﻰ‬.
١٠-٧‫ﺍﻟﺘﻨﻔﻴــﺫ‬
١٠-٧-١‫ﻋــــــــﺎﻡ‬
١٠-٧-١-١‫ﺍﻟﺒﺎﺏ‬ ‫ﻫﺫﺍ‬ ‫ﻓﻰ‬ ‫ﺍﻟﻤﺫﻜﻭﺭﺓ‬ ‫ﺍﻻﺸﺘﺭﺍﻁﺎﺕ‬ ‫ﺇﻟﻰ‬ ‫ﺒﺎﻹﻀﺎﻓﺔ‬ ‫ﺍﻟﺘﺎﺴﻊ‬ ‫ﺍﻟﺒﺎﺏ‬ ‫ﺇﻟﻰ‬ ‫ﻴﺭﺠﻊ‬.
١٠-٧-١-٢‫ﺍﻹﺠﻬﺎﺩ‬ ‫ﺴﺒﻕ‬ ‫ﻟﺘﻨﻔﻴﺫ‬ ‫ﺍﻟﻤﺴﺘﺨﺩﻡ‬ ‫ﺒﺎﻟﻨﻅﺎﻡ‬ ‫ﻜﺎﻓﻴﺔ‬ ‫ﺨﺒﺭﺓ‬ ‫ﺫﻭ‬ ‫ﻤﻘﺎﻭل‬ ‫ﺒﺎﻟﺘﻨﻔﻴﺫ‬ ‫ﻴﻘﻭﻡ‬ ‫ﺃﻥ‬ ‫ﻴﺠﺏ‬
‫ﺍﻹ‬ ‫ﺠﻬﺔ‬ ‫ﻤﻥ‬ ‫ﺨﺒﺭﺘﻪ‬ ‫ﺘﻌﺘﻤﺩ‬ ‫ﻭﺃﻥ‬ ‫ﺒﺎﻟﺨﺭﺴﺎﻨﺔ‬‫ﺍﻷﻋﻤﺎل‬ ‫ﺇﺴﻨﺎﺩ‬ ‫ﻗﺒل‬ ‫ﺍﻟﻤﺼﻤﻡ‬ ‫ﻭﻤﻥ‬ ‫ﺸﺭﺍﻑ‬
‫ﺇﻟﻴﻪ‬.‫ﺍﻟـﺸﺩ‬ ‫ﺒﺄﻋﻤﺎل‬ ‫ﺍﻟﻘﺎﺌﻤﻭﻥ‬ ‫ﻴﻜﻭﻥ‬ ‫ﺃﻥ‬ ‫ﺍﻟﻤﻘﺎﻭل‬ ‫ﻴﻀﻤﻥ‬ ‫ﺃﻥ‬ ‫ﻓﻴﺠﺏ‬ ‫ﻟﻸﻓﺭﺍﺩ‬ ‫ﻭﺒﺎﻟﻨﺴﺒﺔ‬
‫ﻭ‬ ‫ﺃﻤﺎﻜﻨﻬﺎ‬ ‫ﻓﻰ‬ ‫ﺍﻟﻜﺎﺒﻼﺕ‬ ‫ﻭﺘﺜﺒﻴﺕ‬ ‫ﻭﺍﻟﺤﻘﻥ‬‫ﻋﻠﻰ‬ ‫ﺍﻻﺠﻬﺎﺩ‬ ‫ﺒﺴﺒﻕ‬ ‫ﺍﻟﺨﺎﺼﺔ‬ ‫ﺍﻷﻋﻤﺎل‬ ‫ﻜﺎﻓﺔ‬
‫ﺨـﻼل‬ ‫ﻤﻥ‬ ‫ﺍﻟﻤﺸﺭﻓﺔ‬ ‫ﺍﻟﺠﻬﺔ‬ ‫ﺘﻘﺒﻠﻪ‬ ‫ﻟﻤﺎ‬ ‫ﹰ‬‫ﺎ‬‫ﻭﻓﻘ‬ ‫ﺍﻟﻤﺠﺎل‬ ‫ﻫﺫﺍ‬ ‫ﻓﻰ‬ ‫ﺍﻟﻤﻬﺎﺭﺓ‬ ‫ﻤﻥ‬ ‫ﻋﺎﻟﻴﺔ‬ ‫ﺩﺭﺠﺔ‬
‫ﻤﻤﺎﺜﻠـﺔ‬ ‫ﻷﻋﻤﺎل‬ ‫ﺨﺒﺭﺓ‬ ‫ﺸﻬﺎﺩﺍﺕ‬ ‫ﺃﻭ‬ ‫ﻤﺭﻤﻭﻗﺔ‬ ‫ﺠﻬﺎﺕ‬ ‫ﺘﺼﺩﺭﻫﺎ‬ ‫ﺘﺩﺭﻴﺏ‬ ‫ﺸﻬﺎﺩﺍﺕ‬ ‫ﺘﻘﺩﻴﻡ‬
‫ﺃﺩﻨﻰ‬ ‫ﻜﺤﺩ‬.
١٠-٧-١-٣‫ﺒﺎﻟﺒﻨﺩ‬ ‫ﺇﻟﻴﻬﺎ‬ ‫ﺍﻟﻤﺸﺎﺭ‬ ‫ﺍﻟﺘﻨﻔﻴﺫ‬ ‫ﻭﺜﺎﺌﻕ‬ ‫ﺍﻟﻤﻘﺎﻭل‬ ‫ﻴﻘﺩﻡ‬)١٠-٥-٨(‫ﺍﻟﺠﻭﺩﺓ‬ ‫ﻀﻤﺎﻥ‬ ‫ﻭﺨﻁﺔ‬
‫ﻟﻠﺒﻨﺩ‬ ‫ﹰ‬‫ﺎ‬‫ﻁﺒﻘ‬)١٠-٧-٩(‫ﺠﻬـﺔ‬ ‫ﻤـﻥ‬ ‫ﺍﻋﺘﻤﺎﺩﻫﺎ‬ ‫ﺒﻌﺩ‬ ‫ﺍﻟﻭﺜﺎﺌﻕ‬ ‫ﻟﻬﺫﻩ‬ ‫ﻁﺒﻘﺎ‬ ‫ﺍﻟﺘﻨﻔﻴﺫ‬ ‫ﻭﻴﺘﻡ‬
‫ﺍﻟﻤﺼﻤﻡ‬ ‫ﻭﻤﻥ‬ ‫ﺍﻷﺸﺭﺍﻑ‬.
١٠-٧-١-٤‫ﻭﺍﻥ‬ ‫ﺍﻟﺜـﺎﻨﻰ‬ ‫ﺒﺎﻟﺒﺎﺏ‬ ‫ﺍﻟﻤﺫﻜﻭﺭﺓ‬ ‫ﺍﻟﻤﻭﺍﺼﻔﺎﺕ‬ ‫ﺍﻟﺘﻨﻔﻴﺫ‬ ‫ﻓﻲ‬ ‫ﺍﻟﻤﺴﺘﺨﺩﻤﺔ‬ ‫ﺍﻟﻤﻭﺍﺩ‬ ‫ﺘﻁﺎﺒﻕ‬ ‫ﺃﻥ‬ ‫ﻴﺠﺏ‬
‫ﺒﺎ‬ ‫ﺍﻟﻤﺫﻜﻭﺭﺓ‬ ‫ﻟﻼﺸﺘﺭﺍﻁﺎﺕ‬ ‫ﻁﺒﻘﺎ‬ ‫ﻭﺩﻭﺭﻴﺎ‬ ‫ﺍﻟﺘﻨﻔﻴﺫ‬ ‫ﻗﺒل‬ ‫ﺍﺨﺘﺒﺎﺭﻫﺎ‬ ‫ﻴﺘﻡ‬‫ﺍﻟﺜﺎﻤﻥ‬ ‫ﻟﺒﺎﺏ‬.
١٠-٧-١-٥‫ﺍﻟﻤﻬﻨﺩﺱ‬ ‫ﻤﻥ‬ ‫ﻟﻼﻋﺘﻤﺎﺩ‬ ‫ﺍﻟﺘﻨﻔﻴﺫ‬ ‫ﻗﺒل‬ ‫ﺘﻘﺩﻡ‬‫ﺍﻟﻤﺸﺭﻑ‬‫ﻤﻥ‬ ‫ﻜل‬ ‫ﺍﻟﻤﺼﻤﻡ‬ ‫ﻭﺍﻟﻤﻬﻨﺩﺱ‬:
‫ﺃ‬–‫ﻭﺍﻟﻤﻌﺘﻤﺩﺓ‬ ‫ﺍﻟﻤﺴﺌﻭﻟﺔ‬ ‫ﺍﻟﺠﻬﺎﺕ‬ ‫ﻤﻥ‬ ‫ﺍﻟﻤﺴﺘﺨﺩﻡ‬ ‫ﺍﻹﺠﻬﺎﺩ‬ ‫ﺴﺒﻕ‬ ‫ﻨﻅﺎﻡ‬ ‫ﺍﻋﺘﻤﺎﺩ‬ ‫ﺸﻬﺎﺩﺓ‬
)‫ﻤﻨﺸﺄ‬ ‫ﺸﻬﺎﺩﺓ‬.(
‫ﺏ‬–‫ﺍﻷﻋﻤﺎل‬ ‫ﻋﻠﻰ‬ ‫ﺒﺎﻟﻘﺎﺌﻤﻴﻥ‬ ‫ﺍﻟﺨﺎﺼﺔ‬ ‫ﺍﻟﺨﺒﺭﺓ‬ ‫ﺸﻬﺎﺩﺍﺕ‬.
١٠-٧-٢‫ﺍﻹﺠﻬﺎﺩ‬ ‫ﺴﺒﻕ‬ ‫ﺒﺭﻨﺎﻤﺞ‬
١٠-٧-٢-١‫ﻜﺎﻓﻴـﺔ‬ ‫ﻀﻐﻁ‬ ‫ﻤﻘﺎﻭﻤﺔ‬ ‫ﺍﻟﺨﺭﺴﺎﻨﺔ‬ ‫ﺘﺤﻘﻕ‬ ‫ﺃﻥ‬ ‫ﺒﻌﺩ‬ ‫ﺇﻻ‬ ‫ﺍﻹﺠﻬﺎﺩ‬ ‫ﺴﺒﻕ‬ ‫ﺘﻨﻔﻴﺫ‬ ‫ﻴﺘﻡ‬ ‫ﺃﻻ‬ ‫ﻴﺠﺏ‬
‫ﻫـﺫﻩ‬ ‫ﺘـﺄﺜﻴﺭ‬ ‫ﻤﻭﺍﻀـﻊ‬ ‫ﺍﻻﻋﺘﺒﺎﺭ‬ ‫ﻓﻲ‬ ‫ﺍﻷﺨﺫ‬ ‫ﻤﻊ‬ ‫ﺒﺄﻤﺎﻥ‬ ‫ﻋﻠﻴﻬﺎ‬ ‫ﺍﻟﻤﺅﺜﺭﺓ‬ ‫ﺍﻟﻘﻭﻯ‬ ‫ﻟﺘﺤﻤل‬

56. ‫ﺍﳋﺮﺳﺎﻧﻴﺔ‬ ‫ﺍﳌﻨﺸﺂﺕ‬ ‫ﻭﺗﻨﻔﻴﺬ‬ ‫ﻟﺘﺼﻤﻴﻢ‬ ‫ﺍﳌﺼﺮﻯ‬ ‫ﺍﻟﻜﻮﺩ‬٢٠٠٦‫ﺍﻟﻌﺎﺷﺮ‬ ‫ﺍﻟﺒﺎﺏ‬
١٠-٥٦
‫ﺍﻟﻘﻭﻯ‬.‫ﺍﻟﺠﺩﻭل‬ ‫ﻭﻴﻭﻀﺢ‬)١٠-١١(‫ﺍﻟﻀﻐﻁ‬ ‫ﻓﻰ‬ ‫ﺍﻟﺨﺭﺴﺎﻨﺔ‬ ‫ﻟﻤﻘﺎﻭﻤﺔ‬ ‫ﺍﻷﺩﻨﻰ‬ ‫ﺍﻟﺤﺩ‬
‫ﺍﻹﺠﻬﺎﺩ‬ ‫ﺴﺒﻕ‬ ‫ﺇﺠﺭﺍﺀ‬ ‫ﻋﻨﺩ‬ ‫ﺒﻪ‬ ‫ﺍﻟﻤﺴﻤﻭﺡ‬.‫ﻤﺭﺍﻋ‬ ‫ﻤﻊ‬‫ﻭﺍﻟﺸﺩ‬ ‫ﺍﻟﻀﻐﻁ‬ ‫ﺇﺠﻬﺎﺩﺍﺕ‬ ‫ﺤﺴﺎﺏ‬ ‫ﺎﺓ‬
‫ﺍﻟﺒﻨﺩ‬ ‫ﻓﻰ‬ ‫ﺒﻬﺎ‬ ‫ﺍﻟﻤﺴﻤﻭﺡ‬ ‫ﺍﻟﺤﺩﻭﺩ‬ ‫ﻋﻠﻰ‬ ‫ﺘﺯﻴﺩ‬ ‫ﻻ‬ ‫ﻭﺃﻥ‬ ‫ﺍﻟﺨﺭﺴﺎﻨﺔ‬ ‫ﻓﻰ‬)١٠-٣.(
‫ﺠﺩﻭل‬)١٠-١١(‫ﺍﻹﺠﻬﺎﺩ‬ ‫ﺴﺒﻕ‬ ‫ﺇﺠﺭﺍﺀ‬ ‫ﻋﻨﺩ‬ ‫ﺍﻟﻀﻐﻁ‬ ‫ﻓﻰ‬ ‫ﺍﻟﺨﺭﺴﺎﻨﺔ‬ ‫ﻟﻤﻘﺎﻭﻤﺔ‬ ‫ﺍﻷﺩﻨﻰ‬ ‫ﺍﻟﺤﺩ‬
‫ﺍﻟﺨﺭﺴﺎﻨﺔ‬ ‫ﺭﺘﺒــﺔ‬
‫ﺍﻟﺨﺭﺴﺎﻨﺔ‬ ‫ﻟﻤﻘﺎﻭﻤﺔ‬ ‫ﺍﻷﺩﻨﻰ‬ ‫ﺍﻟﺤﺩ‬
‫ﻨﻴﻭﺘﻥ‬/‫ﻤﻡ‬٢
30
35
40
45
50
55
60
26
30
32
36
40
44
48
١٠-٧-٢-٢‫ﺒﺎﻟﻜـﺎﺒﻼﺕ‬ ‫ﺍﻹﺠﻬـﺎﺩ‬ ‫ﺴـﺒﻕ‬ ‫ﺇﺠﺭﺍﺀ‬ ‫ﺘﺘﺎﺒﻊ‬ ‫ﻴﻭﻀﺢ‬ ‫ﻟﺒﺭﻨﺎﻤﺞ‬ ‫ﻁﺒﻘﺎ‬ ‫ﺍﻹﺠﻬﺎﺩ‬ ‫ﺴﺒﻕ‬ ‫ﻴﻨﻔﺫ‬
‫ﻤـﻥ‬ ‫ﺍﻟﺘﺄﻜـﺩ‬ ‫ﻤـﻊ‬ ‫ﻭﻤﻜﺎﻨﻪ‬ ‫ﻭﺍﺘﺠﺎﻫﻪ‬ ‫ﺍﻹﺠﻬﺎﺩ‬ ‫ﺒﻘﻴﻤﺔ‬ ‫ﺍﻟﺨﺎﺼﺔ‬ ‫ﺍﻟﺒﻴﺎﻨﺎﺕ‬ ‫ﺍﻟﻰ‬ ‫ﺒﺎﻹﻀﺎﻓﺔ‬
،‫ﺍﻟـﺸﺩﺍﺕ‬ ‫ﻟﻔـﻙ‬ ‫ﺍﻟﻤﺤﺩﺩﺓ‬ ‫ﻭﺍﻷﻭﻗﺎﺕ‬ ‫ﻭﺍﻟﺯﺤﺯﺤﺔ‬ ‫ﺍﻻﺤﺘﻜﺎﻙ‬ ‫ﻤﻌﺎﻤﻼﺕ‬ ‫ﻭﻗﻴﻤﺔ‬ ‫ﺘﺤﻘﻴﻕ‬
‫ﺍﻟﺒﺭﻨﺎﻤﺞ‬ ‫ﻫﺫﺍ‬ ‫ﺍﻟﻤﻘﺎﻭل‬ ‫ﻭﻴﻘﺩﻡ‬‫ﺍﻟﺸﺩ‬ ‫ﻋﻤﻠﻴﺎﺕ‬ ‫ﺇﺠﺭﺍﺀ‬ ‫ﻗﺒل‬،‫ﻤﻥ‬ ‫ﺍﻟﻤﻘﺩﻡ‬ ‫ﺍﻟﺒﺭﻨﺎﻤﺞ‬ ‫ﻭﻴﺸﻤل‬
‫ﺍﻹ‬ ‫ﺤﺴﺎﺏ‬ ‫ﺍﻟﻤﻘﺎﻭل‬‫ﺘـﺸﻤﻠﻪ‬ ‫ﻟـﻡ‬ ‫ﻓﻴﻤﺎ‬ ‫ﺍﻟﺸﺩ‬ ‫ﺇﺠﺭﺍﺀ‬ ‫ﻋﻤﻠﻴﺔ‬ ‫ﻋﻥ‬ ‫ﺘﻨﺘﺞ‬ ‫ﻗﺩ‬ ‫ﺍﻟﺘﻰ‬ ‫ﺠﻬﺎﺩﺍﺕ‬
‫ﺍﻟﺘﺼﻤﻴﻡ‬ ‫ﺃﻋﻤﺎل‬.
١٠-٧-٢-٣‫ﺒـﺸﺭﻁ‬ ‫ﻤﺭﺍﺤل‬ ‫ﻋﻠﻰ‬ ‫ﻤﺒﻜﺭﺍ‬ ‫ﺍﻹﺠﻬﺎﺩ‬ ‫ﺴﺒﻕ‬ ‫ﺒﺘﻨﻔﻴﺫ‬ ‫ﻴﻭﺼﻰ‬ ‫ﻗﺩ‬ ‫ﺍﻟﺨﺎﺼﺔ‬ ‫ﺍﻟﺤﺎﻻﺕ‬ ‫ﺒﻌﺽ‬ ‫ﻓﻰ‬
‫ﺇﻟﻰ‬ ‫ﺍﻟﺨﺭﺴﺎﻨﺔ‬ ‫ﻤﻘﺎﻭﻤﺔ‬ ‫ﻭﺼﻭل‬٧٥%‫ﺍﻟﻘﻴﻤـﺔ‬ ‫ﻤﻥ‬‫ﺒﺎﻟﺒﻨـﺩ‬ ‫ﺍﻟﻤـﺫﻜﻭﺭﺓ‬)١٠-٧-٢-١(
‫ﻗـﻭﻯ‬ ‫ﺘﺯﻴـﺩ‬ ‫ﺃﻻ‬ ‫ﻤﺭﺍﻋﺎﺓ‬ ‫ﻤﻊ‬ ‫ﻟﻠﺨﺭﺴﺎﻨﺔ‬ ‫ﺍﻟﻘﻴﺎﺴﻲ‬ ‫ﺍﻟﻀﻐﻁ‬ ‫ﺍﺨﺘﺒﺎﺭ‬ ‫ﺒﺈﺠﺭﺍﺀ‬ ‫ﺫﻟﻙ‬ ‫ﻤﻥ‬ ‫ﻭﺍﻟﺘﺄﻜﺩ‬
‫ﻋﻠﻰ‬ ‫ﺍﻟﻜﺎﺒﻼﺕ‬ ‫ﻤﻥ‬ ‫ﺃﻱ‬ ‫ﻋﻠﻰ‬ ‫ﺍﻟﻤﺅﺜﺭﺓ‬ ‫ﺍﻹﺠﻬﺎﺩ‬ ‫ﺴﺒﻕ‬٣٥%‫ﺒﻬﺎ‬ ‫ﺍﻟﻤﺴﻤﻭﺡ‬ ‫ﺍﻹﺠﻬﺎﺩﺍﺕ‬ ‫ﻤﻥ‬
‫ﻤﺭﺤﻠﺔ‬ ‫ﻟﻜل‬ ‫ﻭﺫﻟﻙ‬‫ﻋﻠﻰ‬ ‫ﺍﻟﺨﺭﺴﺎﻨﺔ‬ ‫ﻋﻠﻰ‬ ‫ﺍﻟﻭﺍﻗﻌﺔ‬ ‫ﺍﻹﺠﻬﺎﺩﺍﺕ‬ ‫ﺘﺯﻴﺩ‬ ‫ﻭﺃﻻ‬‫ﺍﻟﻘـﻴﻡ‬‫ﺍﻟﻤـﺫﻜﻭﺭﺓ‬
‫ﺒﺎﻟﺠﺩﻭ‬‫ل‬)١٠-٢(‫ﺤﻴﺙ‬fcui‫ﺍﻟﻤﻤﻴﺯﺓ‬ ‫ﺍﻟﻤﻘﺎﻭﻤﺔ‬ ‫ﻫﻲ‬‫ﻟﻠﺨﺭﺴﺎﻨﺔ‬‫ﺍﻟﻀﻐﻁ‬ ‫ﻓﻰ‬‫ﻨﻘـل‬ ‫ﻋﻨـﺩ‬
‫ﺍﻟﻤﻜﻌﺒﺎﺕ‬ ‫ﻤﻥ‬ ‫ﻤﻘﺎﺴﻪ‬ ‫ﺍﻹﺠﻬﺎﺩ‬ ‫ﺴﺒﻕ‬‫ﺘﺎﺭﻴﺦ‬ ‫ﻓﻰ‬ ‫ﺍﺨﺘﺒﺎﺭﻫﺎ‬ ‫ﺘﻡ‬ ‫ﺍﻟﺘﻰ‬‫ﺍﻹﺠﻬـﺎﺩ‬ ‫ﺴﺒﻕ‬،‫ﻓـﺈﺫﺍ‬
‫ﺍﻟﻘﻴﻤﺔ‬ ‫ﻋﻠﻰ‬ ‫ﺍﻻﺨﺘﺒﺎﺭ‬ ‫ﻨﺘﻴﺠﺔ‬ ‫ﺯﺍﺩﺕ‬‫ﺍﻟﻤﺘﻭﻗﻌﺔ‬‫ﻋﻠـﻰ‬ ‫ﺒـﻪ‬ ‫ﺍﻟﻤـﺴﻤﻭﺡ‬ ‫ﺍﻹﺠﻬﺎﺩ‬ ‫ﺯﻴﺎﺩﺓ‬ ‫ﻴﻤﻜﻥ‬
‫ﺨﻁﻴﺎ‬ ‫ﺒﺎﻟﻘﻴﺎﺱ‬ ‫ﺍﻟﺨﺭﺴﺎﻨﺔ‬.

57. ‫ﺍﳋﺮﺳﺎﻧﻴﺔ‬ ‫ﺍﳌﻨﺸﺂﺕ‬ ‫ﻭﺗﻨﻔﻴﺬ‬ ‫ﻟﺘﺼﻤﻴﻢ‬ ‫ﺍﳌﺼﺮﻯ‬ ‫ﺍﻟﻜﻮﺩ‬٢٠٠٦‫ﺍﻟﻌﺎﺷﺮ‬ ‫ﺍﻟﺒﺎﺏ‬
١٠-٥٧
١٠-٧-٢-٤‫ﺘ‬ ‫ﺤﺎﻟﺔ‬ ‫ﻓﻲ‬‫ﺘﺤـﺩﺙ‬ ‫ﺍﻟﺘﻰ‬ ‫ﺍﻟﻔﻭﺍﻗﺩ‬ ‫ﺍﻻﻋﺘﺒﺎﺭ‬ ‫ﻓﻲ‬ ‫ﺘﺅﺨﺫ‬ ‫ﻤﺭﺍﺤل‬ ‫ﻋﻠﻰ‬ ‫ﺍﻹﺠﻬﺎﺩ‬ ‫ﺴﺒﻕ‬ ‫ﻨﻔﻴﺫ‬
‫ﺍﻟﺘﻨﻔﻴﺫ‬ ‫ﺍﺜﻨﺎﺀ‬ ‫ﺍﻟﻨﻬﺎﺌﻰ‬ ‫ﺍﻹﺠﻬﺎﺩ‬ ‫ﺴﺒﻕ‬ ‫ﺤﺘﻰ‬ ‫ﺍﻹﺠﻬﺎﺩ‬ ‫ﻓﻲ‬.
١٠-٧-٣‫ﺍﻟﻜﺎﺒـــــﻼﺕ‬
١٠-٧-٣-١‫ﺍﻟﻨﻘل‬ ‫ﺃﻭ‬ ‫ﺍﻟﺘﺨﺯﻴﻥ‬ ‫ﺃﺜﻨﺎﺀ‬ ‫ﺍﻟﻜﺎﺒﻼﺕ‬ ‫ﺘﻠﻑ‬ ‫ﻟﻤﻨﻊ‬ ‫ﺍﻻﺤﺘﻴﺎﻁﺎﺕ‬ ‫ﻜﺎﻓﺔ‬ ‫ﹸﺘﺨﺫ‬‫ﺘ‬‫ﺃﺩﻨـﻰ‬ ‫ﻭﻜﺤـﺩ‬
‫ﻭﺤﻤﺎﻴﺘﻬ‬ ‫ﺍﻷﺭﺽ‬ ‫ﺴﻁﺢ‬ ‫ﻋﻥ‬ ‫ﺒﻌﻴﺩﺍ‬ ‫ﺘﺨﺯﻴﻨﻬﺎ‬ ‫ﻴﺠﺏ‬‫ﺃﻯ‬ ‫ﻭﻤـﻥ‬ ‫ﻭﺍﻟﺭﻁﻭﺒﺔ‬ ‫ﺍﻟﺠﻭ‬ ‫ﻤﻥ‬ ‫ﺎ‬
‫ﻤـﻥ‬ ‫ﺍﻟﻤﺘﻁـﺎﻴﺭ‬ ‫ﺍﻟـﺸﺭﺭ‬ ‫ﻭﻤﻥ‬ ‫ﹰ‬‫ﺍ‬‫ﻀﺭﺭ‬ ‫ﻭﺘﺴﺒﺏ‬ ‫ﻤﻌﻬﺎ‬ ‫ﺘﺘﻔﺎﻋل‬ ‫ﻗﺩ‬ ‫ﺃﺨﺭﻯ‬ ‫ﻟﻤﻭﺍﺩ‬ ‫ﺁﺜﺎﺭ‬
‫ﺍﻟﻌﻤل‬ ‫ﻤﻨﻁﻘﺔ‬ ‫ﻓﻲ‬ ‫ﺍﻟﻠﺤﺎﻡ‬ ‫ﻋﻤﻠﻴﺎﺕ‬.‫ﺍﻟﺘﻐﻠﻴﻑ‬ ‫ﻓﻲ‬ ‫ﺍﻟﻤﺴﺘﻌﻤﻠﺔ‬ ‫ﺍﻟﻤﻭﺍﺩ‬ ‫ﺘﻜﻭﻥ‬ ‫ﺃﻥ‬ ‫ﻭﻴﺭﺍﻋﻰ‬
‫ﺍﻟﻜﺎﺒﻼﺕ‬ ‫ﻷﻁﺭﺍﻑ‬ ‫ﺍﻟﻜﺎﻓﻴﺔ‬ ‫ﺍﻟﺤﻤﺎﻴﺔ‬ ‫ﺘﺘﻭﻓﺭ‬ ‫ﻭﺃﻥ‬ ‫ﻜﻴﻤﻴﺎﺌﻴﺎ‬ ‫ﻤﺘﻌﺎﺩﻟﺔ‬ ‫ﻟﻠﻜﺎﺒﻼﺕ‬ ‫ﺍﻟﻭﺍﻗﻰ‬.
١٠-٧-٣-٢‫ﺃ‬ ‫ﻴﺠﺏ‬‫ﻜﺎﻟﺠﻠﻔﻨـﺔ‬ ‫ﺍﻟﻤﻌﺩﻨﻴـﺔ‬ ‫ﺃﻭ‬ ‫ﺍﻟﺤﺭﺍﺭﻴﺔ‬ ‫ﺍﻟﻤﻌﺎﻟﺠﺔ‬ ‫ﺃﻭ‬ ‫ﻟﻠﺤﺎﻡ‬ ‫ﻋﻤﻠﻴﺎﺕ‬ ‫ﺃﻱ‬ ‫ﹸﺠﺭﻯ‬‫ﺘ‬ ‫ﻻ‬
‫ﺒﺎﻟﺒﻨﺩ‬ ‫ﺍﻹﺨﻼل‬ ‫ﺩﻭﻥ‬ ‫ﻭﺫﻟﻙ‬ ‫ﺍﻟﻜﺎﺒﻼﺕ‬ ‫ﻋﻠﻰ‬)١٠-٧-٣-٥(‫ﺒﺎﻟﻘﻁﻊ‬ ‫ﺍﻟﺨﺎﺹ‬.
١٠-٧-٣-٣‫ﻟﻸﺠﺭﺒﺔ‬ ‫ﻭﺍﻟﺨﺎﺭﺠﻴﺔ‬ ‫ﺍﻟﺩﺍﺨﻠﻴﺔ‬ ‫ﻭﺍﻷﺴﻁﺢ‬ ‫ﻟﻠﻜﺎﺒﻼﺕ‬ ‫ﺍﻟﺨﺎﺭﺠﻰ‬ ‫ﺍﻟﺴﻁﺢ‬ ‫ﻴﻜﻭﻥ‬ ‫ﺃﻥ‬ ‫ﻴﺠﺏ‬
‫ﻭﺍﻟـ‬ ‫ﻭﺍﻟـﺩﻫﺎﻨﺎﺕ‬ ‫ﻭﺍﻟﺯﻴﻭﺕ‬ ‫ﻭﺍﻷﺘﺭﺒﺔ‬ ‫ﺍﻟﺼﺩﺃ‬ ‫ﻤﻥ‬ ‫ﺨﺎﻟﻴﺔ‬‫ﻀـﺎﺭﺓ‬ ‫ﻤـﻭﺍﺩ‬ ‫ﻭﺃﻱ‬ ‫ﺸﺤﻭﻡ‬
‫ﺒﺎﻟﻤﻨﺸﺄ‬.
١٠-٧-٣-٤‫ﺍﻷﻤﺭ‬ ‫ﺘﻁﻠﺏ‬ ‫ﻭﺇﺫﺍ‬ ‫ﻓﺭﺩﻫﺎ‬ ‫ﻋﻨﺩ‬ ‫ﺍﺴﺘﻘﺎﻤﺘﻬﺎ‬ ‫ﺘﻀﻤﻥ‬ ‫ﺤﺎﻟﺔ‬ ‫ﻓﻲ‬ ‫ﻭﺍﻟﺠﺩﺍﺌل‬ ‫ﺍﻷﺴﻼﻙ‬ ‫ﺘﻭﺭﺩ‬
‫ﺇﺸـﺭﺍﻑ‬ ‫ﺘﺤـﺕ‬ ‫ﺫﻟﻙ‬ ‫ﻴﺘﻡ‬ ‫ﺃﻥ‬ ‫ﻓﻴﺠﺏ‬ ‫ﺍﻟﻤﻭﻗﻊ‬ ‫ﻓﻲ‬ ‫ﻟﻔﺭﺩﻫﺎ‬ ‫ﺒﺴﻴﻁﺔ‬ ‫ﺇﺠﺭﺍﺀﺍﺕ‬ ‫ﺃﻴﺔ‬ ‫ﺍﺘﺨﺎﺫ‬
‫ﻫﻨﺩﺴﻲ‬.‫ﺒﻬﺎ‬ ‫ﻭﺠﺩﺕ‬ ‫ﻓﺈﺫﺍ‬ ‫ﻤﺴﺘﻘﻴﻤﺔ‬ ‫ﺍﻷﺴﻴﺎﺥ‬ ‫ﺘﻜﻭﻥ‬ ‫ﺃﻥ‬ ‫ﻴﺠﺏ‬ ‫ﻜﻤﺎ‬‫ﺍ‬‫ﺒـﺴﻴﻁﺔ‬ ‫ﻟﺘﻭﺍﺀﺍﺕ‬
‫ﻓﺭﺩﻫﺎ‬ ‫ﻴﻤﻜﻥ‬‫ﺍﻷﺴﻴﺎﺥ‬ ‫ﺍﺴﺘﺨﺩﺍﻡ‬ ‫ﻋﺩﻡ‬ ‫ﻤﺭﺍﻋﺎﺓ‬ ‫ﻤﻊ‬ ‫ﻫﻨﺩﺴﻲ‬ ‫ﺇﺸﺭﺍﻑ‬ ‫ﺘﺤﺕ‬ ‫ﻴﺩﻭﻴﺎ‬ ‫ﺒﺎﻟﻤﻭﻗﻊ‬
‫ﺍﻟﻤﻘﻠﻭﻅ‬ ‫ﺒﺎﻟﻁﺭﻑ‬ ‫ﺍﻟﺘﻭﺍﺀ‬ ‫ﺒﻬﺎ‬ ‫ﺍﻟﺘﻰ‬،‫ﺍﻟﺒﺎﺭﺩ‬ ‫ﻋﻠﻰ‬ ‫ﻓﺭﺩﻫﺎ‬ ‫ﻴﺘﻡ‬ ‫ﺍﻷﺤﻭﺍل‬ ‫ﺠﻤﻴﻊ‬ ‫ﻭﻓﻰ‬.
١٠-٧-٣-٥‫ﺃﻁﺭﺍﻓﻬﺎ‬ ‫ﻭﺘﺴﻭﻴﺔ‬ ‫ﺍﻟﻤﻁﻠﻭﺏ‬ ‫ﻟﻠﻁﻭل‬ ‫ﺍﻟﻜﺎﺒﻼﺕ‬ ‫ﻗﻁﻊ‬ ‫ﻋﻤﻠﻴﺎﺕ‬ ‫ﺘﻨﻔﻴﺫ‬ ‫ﻴﺘﻡ‬‫ﻋﺠﻠـﺔ‬ ‫ﺒﻭﺍﺴـﻁﺔ‬
‫ﺒﺎﻟﺘﺂﻜل‬ ‫ﺍﻟﻘﻁﻊ‬‫ﺫ‬‫ﺒﻭﺍﺴﻁﺔ‬ ‫ﺃﻭ‬ ‫ﺍﻟﻌﺎﻟﻴﺔ‬ ‫ﺍﻟﺴﺭﻋﺔ‬ ‫ﺍﺕ‬‫ﻁﺭﻴﻘـﺔ‬ ‫ﺒـﺄﻯ‬ ‫ﺃﻭ‬ ‫ﺍﺤﺘﻜـﺎﻙ‬ ‫ﻤﻨـﺸﺎﺭ‬
‫ﺃﺨﺭﻯ‬ ‫ﻤﻴﻜﺎﻨﻴﻜﻴﺔ‬‫ﺍﻟﻜﺎﺒﻼﺕ‬ ‫ﺨﻭﺍﺹ‬ ‫ﻋﻠﻰ‬ ‫ﹰ‬‫ﺎ‬‫ﺴﻠﺒ‬ ‫ﺘﺅﺜﺭ‬ ‫ﻻ‬.
١٠-٧-٤‫ﻤﻭﺍﻀﻌﻬﺎ‬ ‫ﻓﻲ‬ ‫ﻭﺍﻷﺠﺭﺒﺔ‬ ‫ﺍﻹﺠﻬﺎﺩ‬ ‫ﺴﺒﻕ‬ ‫ﻜﺎﺒﻼﺕ‬ ‫ﺘﺜﺒﻴﺕ‬
١٠-٧-٤-١‫ﺒﺎﻟﺭﺴﻭﻤﺎﺕ‬ ‫ﺍﻟﻤﺤــﺩﺩﺓ‬ ‫ﺍﻟﻤﻭﺍﻀﻊ‬ ‫ﻓﻲ‬ ‫ﺒﺩﻗﺔ‬ ‫ﻭﺍﻷﺠﺭﺒﺔ‬ ‫ﺍﻹﺠﻬﺎﺩ‬ ‫ﺴﺒﻕ‬ ‫ﻜﺎﺒﻼﺕ‬ ‫ﹸﺜﺒﺕ‬‫ﺘ‬
‫ﺠـــﺭﺍ‬ ‫ﺃﻭ‬ ‫ﻜﺎﺒـل‬ ‫ﺃﻱ‬ ‫ﻤﻭﻀــﻊ‬ ‫ﻓﻲ‬ ‫ﺍﻟﺴــﻤﺎﺡ‬ ‫ﻴﺯﻴﺩ‬ ‫ﻻ‬ ‫ﺒﺤﻴﺙ‬‫ﻤﻜـﻭﻥ‬ ‫ﺃﻭ‬ ‫ﺏ‬
‫ﺍﻟﺠــﺭﺍﺏ‬(Duct former )‫ﻋﻥ‬+٥‫ﻤﻡ‬،‫ﻭ‬‫ﻭﺍﻟﻘﻁﺎﻋـﺎﺕ‬ ‫ﺍﻟﺒﻼﻁﺎﺕ‬ ‫ﺤﺎﻟﺔ‬ ‫ﻓﻰ‬
‫ﺍﻟﺴﻤﻙ‬ ‫ﺫﺍﺕ‬‫ﻴﺴﺎﻭﻯ‬ ‫ﺃﻭ‬ ‫ﺃﻗل‬٣٠٠‫ﻋﻥ‬ ‫ﺍﻟﺴﻤﺎﺡ‬ ‫ﻴﺯﻴﺩ‬ ‫ﻻ‬ ‫ﻤﻡ‬+٢‫ﻤﻡ‬.

58. ‫ﺍﳋﺮﺳﺎﻧﻴﺔ‬ ‫ﺍﳌﻨﺸﺂﺕ‬ ‫ﻭﺗﻨﻔﻴﺬ‬ ‫ﻟﺘﺼﻤﻴﻢ‬ ‫ﺍﳌﺼﺮﻯ‬ ‫ﺍﻟﻜﻮﺩ‬٢٠٠٦‫ﺍﻟﻌﺎﺷﺮ‬ ‫ﺍﻟﺒﺎﺏ‬
١٠-٥٨
١٠-٧-٤-٢‫ﺍﻟﻜﺎﺒﻼﺕ‬ ‫ﻭﺘﺜﺒﻴﺕ‬ ‫ﺍﺭﺘﻜﺎﺯ‬ ‫ﻴﺘﻡ‬)‫ﻤﻜﻭﻨﺎﺘﻬﺎ‬ ‫ﺃﻭ‬ ‫ﺍﻷﺠﺭﺒﺔ‬ ‫ﺃﻭ‬(‫ﺯﺤﺯﺤﺘﻬﺎ‬ ‫ﺘﻤﻨﻊ‬ ‫ﺒﻁﺭﻴﻘﺔ‬
‫ﺍﻷ‬ ‫ﻁﻭﻴل‬ ‫ﺃﻭ‬ ‫ﺍﻟﺯﺍﺌﺩ‬ ‫ﺍﻻﻫﺘﺯﺍﺯ‬ ‫ﻨﺘﻴﺠﺔ‬ ‫ﻤﻜﺎﻨﻬﺎ‬ ‫ﻋﻥ‬‫ﺼـﺒﻬﺎ‬ ‫ﺃﺜﻨﺎﺀ‬ ‫ﺍﻟﺨﺭﺴﺎﻨﺔ‬ ‫ﻭﺯﻥ‬ ‫ﺃﻭ‬ ‫ﻤﺩ‬
‫ﻓﻰ‬ ‫ﺯﻴﺎﺩﺓ‬ ‫ﺍﻟﺘﺜﺒﻴﺕ‬ ‫ﻁﺭﻴﻘﺔ‬ ‫ﻋﻥ‬ ‫ﻴﻨﺘﺞ‬ ‫ﺃﻻ‬ ‫ﻭﻴﺭﺍﻋﻰ‬ ‫ﺍﻹﻨﺸﺎﺀ‬ ‫ﺤﺭﻜﺔ‬ ‫ﺃﻭ‬ ‫ﺍﻟﻌﻤﺎل‬ ‫ﺤﺭﻜﺔ‬ ‫ﺃﻭ‬
‫ﺍﻟﺸﺩ‬ ‫ﺃﺜﻨﺎﺀ‬ ‫ﺍﻟﻜﺎﺒﻼﺕ‬ ‫ﺒﻴﻥ‬ ‫ﺍﻻﺤﺘﻜﺎﻙ‬.
١٠-٧-٤-٣‫ﺍﻟﻤﻭﻨﺔ‬ ‫ﺃﻭ‬ ‫ﺍﻟﺨﺭﺴﺎﻨﺔ‬ ‫ﺘﺴﺭﺏ‬ ‫ﺘﻤﻨﻊ‬ ‫ﺒﺤﻴﺙ‬ ‫ﺒﺄﻤﺎﻥ‬ ‫ﻤﻘﻔﻠﺔ‬ ‫ﺍﻷﺠﺭﺒﺔ‬ ‫ﻭﺼﻼﺕ‬ ‫ﺘﻜﻭﻥ‬ ‫ﺃﻥ‬ ‫ﻴﺭﺍﻋﻰ‬
‫ﺍﻟﻤﺠ‬ ‫ﻨﻬﺎﻴﺎﺕ‬ ‫ﺘﻘﻔل‬ ‫ﺃﻥ‬ ‫ﻴﺠﺏ‬ ‫ﻜﻤﺎ‬ ‫ﺇﻟﻴﻬﺎ‬‫ﻭﺍﻟﺤﻘـﻥ‬ ‫ﺍﻟـﺸﺩ‬ ‫ﻴـﺘﻡ‬ ‫ﺃﻥ‬ ‫ﺒﻌﺩ‬ ‫ﺤﻤﺎﻴﺘﻬﺎ‬ ‫ﺘﺘﻡ‬ ‫ﻭﺃﻥ‬ ‫ﺎﺭﻯ‬
‫ﺒﻤﻘﺩﺍﺭ‬ ‫ﻤﺘﺒﺎﻋﺩﺓ‬ ‫ﺍﻟﻤﺘﺠﺎﻭﺭﺓ‬ ‫ﺍﻷﺠﺭﺒﺔ‬ ‫ﻓﻰ‬ ‫ﺍﻟﻭﺼﻼﺕ‬ ‫ﻭﺘﻜﻭﻥ‬٣٠٠‫ﺍﻷﻗل‬ ‫ﻋﻠﻰ‬ ‫ﻤﻡ‬.
١٠-٧-٤-٤‫ﺃﻥ‬ ‫ﻴﺠﺏ‬‫ﺒﻔﺘﺤﺎﺕ‬ ‫ﺍﻷﺠﺭﺒﺔ‬ ‫ﺘﺯﻭﺩ‬‫ﺍﻟﺘﻬﻭﻴﺔ‬‫ﺍﻟﻤﺭﺘﻔﻌﺔ‬ ‫ﺍﻟﻨﻘﻁ‬ ‫ﺠﻤﻴﻊ‬ ‫ﻓﻰ‬‫ﻓـﻰ‬ ‫ﻟﻠﺤﻘﻥ‬ ‫ﻭﻓﺘﺤﺎﺕ‬
‫ﺍﻟﻤﻨﺨﻔﻀﺔ‬ ‫ﺍﻟﻨﻘﺎﻁ‬ ‫ﺠﻤﻴﻊ‬‫ﺍﻟﺠﺭ‬ ‫ﻭﻜﺎﻥ‬ ‫ﺒﺴﻴﻁﺔ‬ ‫ﺍﻟﺘﻘﻭﺱ‬ ‫ﺩﺭﺠﺔ‬ ‫ﻜﺎﻨﺕ‬ ‫ﺇﺫﺍ‬ ‫ﺇﻻ‬‫ﺍﺏ‬‫ﹰ‬‫ﺎ‬‫ﺃﻓﻘﻴ‬‫ﻭﻴﻭﻀﺢ‬
‫ﺍﻟﺠﺩﻭل‬)١٠-١٢(‫ﻟﻸﻗﻁﺎﺭ‬ ‫ﺍﻟﺩﻨﻴﺎ‬ ‫ﺍﻟﺤﺩﻭﺩ‬‫ﻭﺍﻟﺘﻬﻭﻴﺔ‬ ‫ﺍﻟﺤﻘﻥ‬ ‫ﻟﻤﻭﺍﺴﻴﺭ‬ ‫ﺍﻟﺩﺍﺨﻠﻴﺔ‬.
‫ﺠﺩﻭل‬)١٠-١٢(‫ﻟﻸﻗﻁﺎﺭ‬ ‫ﺍﻟﺩﻨﻴﺎ‬ ‫ﺍﻟﺤﺩﻭﺩ‬‫ﻭﺍﻟﺘﻬﻭﻴﺔ‬ ‫ﺍﻟﺤﻘﻥ‬ ‫ﻟﻤﻭﺍﺴﻴﺭ‬ ‫ﺍﻟﺩﺍﺨﻠﻴﺔ‬*
‫ﻭﺍﻟﺘﻬﻭﻴﺔ‬ ‫ﺍﻟﺤﻘﻥ‬ ‫ﻟﻤﻭﺍﺴﻴﺭ‬ ‫ﺩﺍﺨﻠﻰ‬ ‫ﻗﻁﺭ‬ ‫ﺃﻗل‬
)‫ﻤﻡ‬(
‫ﺴﺒﻕ‬ ‫ﺼﻠﺏ‬ ‫ﻨﻭﻉ‬
‫ﺍﻹﺠﻬﺎﺩ‬
‫ﺍﻟﺠﺩﺍﺌل‬ ‫ﺃﻭ‬ ‫ﺍﻷﺴﻼﻙ‬ ‫ﻋﺩﺩ‬
‫ﻟﻠﻜﺎﺒل‬ ‫ﺍﻟﻤﻜﻭﻨﺔ‬
‫ﺍﻟﺤﻘﻥ‬ ‫ﻤﻭﺍﺴﻴﺭ‬‫ﺍﻟﺘﻬﻭﻴﺔ‬ ‫ﻤﻭﺍﺴﻴﺭ‬
‫ﺃﺴﻼﻙ‬٧‫ﻤﻡ‬
)mm wires7(
9-30
54
84
20
26
33
20
20
26
‫ﺠﺩﺍﺌل‬(Strands)
‫ﺍﺴـﻤﻲ‬ ‫ﻗﻁﺭ‬١٢,٥
‫ﺃﻭ‬ ‫ﻤﻡ‬١٢,٩‫ﻤﻡ‬
7
12
18
31
55
20
20
26
33
40
20
20
20
26
33
‫ﺠﺩﺍﺌل‬(Strands)
‫ﺍﺴﻤﻲ‬ ‫ﻗﻁﺭ‬١٥,٢‫ﺃﻭ‬
١٥,٧‫ﻤﻡ‬
5
8
12
19
37
20
20
26
33
40
20
20
20
26
33

59. ‫ﺍﳋﺮﺳﺎﻧﻴﺔ‬ ‫ﺍﳌﻨﺸﺂﺕ‬ ‫ﻭﺗﻨﻔﻴﺬ‬ ‫ﻟﺘﺼﻤﻴﻢ‬ ‫ﺍﳌﺼﺮﻯ‬ ‫ﺍﻟﻜﻮﺩ‬٢٠٠٦‫ﺍﻟﻌﺎﺷﺮ‬ ‫ﺍﻟﺒﺎﺏ‬
١٠-٥٩
*
‫ﻴﺴﺎﻭﻯ‬ ‫ﺃﻭ‬ ‫ﻤﻥ‬ ‫ﺃﻗل‬ ‫ﺤﻘﻨـﻪ‬ ‫ﺍﻟﻤﻁﻠﻭﺏ‬ ‫ﺍﻟﺠﺭﺍﺏ‬ ‫ﻁﻭل‬ ‫ﻜﺎﻥ‬ ‫ﺇﺫﺍ‬ ‫ﺒﺎﻟﺠﺩﻭل‬ ‫ﺍﻟﻤﺫﻜﻭﺭﺓ‬ ‫ﺍﻟﻘﻴﻡ‬ ‫ﹸﺴﺘﺨﺩﻡ‬‫ﺘ‬
١٢٠٠‫ﺤﺎﻟﺔ‬ ‫ﻭﻓﻰ‬ ‫ﻟﻠﺠﺭﺍﺏ‬ ‫ﺍﻟﺩﺍﺨﻠﻰ‬ ‫ﺍﻟﻘﻁﺭ‬ ‫ﻤﺭﺓ‬‫ﻤﺎ‬‫ﻤﻭﺍﺴﻴﺭ‬ ‫ﺘﺅﺨﺫ‬ ‫ﺫﻟﻙ‬ ‫ﻤﻥ‬ ‫ﺃﻜﺒﺭ‬ ‫ﺍﻟﻁﻭل‬ ‫ﻜﺎﻥ‬ ‫ﺇﺫﺍ‬
‫ﻤﺒﺎﺸﺭﺓ‬ ‫ﻟﻬﺎ‬ ‫ﺍﻟﺘﺎﻟﻴﺔ‬ ‫ﺒﺎﻟﻘﻴﻡ‬ ‫ﻭﺍﻟﺘﻬﻭﻴﺔ‬ ‫ﺍﻟﺤﻘﻥ‬)‫ﺍﻷﻜﺒﺭ‬ ‫ﻟﻠﻌﺩﺩ‬ ‫ﺍﻟﻤﻨﺎﻅﺭﺓ‬.(
١٠-٧-٥‫ﺍﻟﺸــــــ‬‫ﺩ‬
١٠-٧-٥-١‫ﻋـــــــﺎﻡ‬
١٠-٧-٥-١-١‫ﺍﻷﺴﻼﻙ‬ ‫ﺍﺨﺘﻴﺎﺭ‬ ‫ﻴﺘﻡ‬(Wires)‫ﺍﻟﺠﺩﺍﺌل‬ ‫ﺃﻭ‬(Strands)‫ﻓﻲ‬ ‫ﺸﺩﻫﺎ‬ ‫ﺴﻴﺘﻡ‬ ‫ﻭﺍﻟﺘﻰ‬
‫ﻋﻠﻰ‬ ‫ﻴﺩل‬ ‫ﻤﺎ‬ ‫ﻜﺎﺒل‬ ‫ﻜل‬ ‫ﺒﻨﻬﺎﻴﺔ‬ ‫ﻴﻭﻀﻊ‬ ‫ﺃﻥ‬ ‫ﻭﻴﺠﺏ‬ ‫ﻭﺍﺤﺩﺓ‬ ‫ﺸﺤﻨﺔ‬ ‫ﻤﻥ‬ ‫ﻭﺍﺤﺩﺓ‬ ‫ﻋﻤﻠﻴﺔ‬
‫ﺒﺎﺴﺘﺨﺩﺍﻡ‬ ‫ﻴﺴﻤﺢ‬ ‫ﻭﻻ‬ ‫ﺘﺤﺘﻭﻴﻬﺎ‬ ‫ﺍﻟﺘﻰ‬ ‫ﺍﻷﺴﻼﻙ‬ ‫ﻭﻋﺩﺩ‬ ‫ﻭﻨﻭﻋﻬﺎ‬ ‫ﺍﻟﺸﺤﻨﺔ‬ ‫ﺭﻗﻡ‬
‫ﺍﻟﺠ‬ ‫ﺃﻭ‬ ‫ﺍﻟﻤﻠﺘﻭﻴﺔ‬ ‫ﺍﻟﻜﺎﺒﻼﺕ‬‫ﺍﻟﻤﻔﻜﻜﺔ‬ ‫ﺩﺍﺌل‬.
١٠-٧-٥-١-٢‫ﺘ‬‫ﺘ‬‫ﻗﺒل‬ ‫ﺍﻟﻼﺯﻤﺔ‬ ‫ﺍﻻﺤﺘﻴﺎﻁﺎﺕ‬ ‫ﻜﺎﻓﺔ‬ ‫ﺨﺫ‬‫ﻭﺃﺜﻨﺎﺀ‬‫ﺍﻷﺸﺨﺎﺹ‬ ‫ﻟﺤﻤﺎﻴﺔ‬ ‫ﺍﻟﺸﺩ‬ ‫ﺇﺠﺭﺍﺀ‬ ‫ﻭﺒﻌﺩ‬
‫ﺍﻟﻤﻔﺎﺠﺊ‬ ‫ﺍﻻﻨﻁﻼﻕ‬ ‫ﻨﺘﻴﺠﺔ‬ ‫ﻴﻨﺸﺄ‬ ‫ﻗﺩ‬ ‫ﺘﻠﻑ‬ ‫ﺃﻭ‬ ‫ﺇﺼﺎﺒﺔ‬ ‫ﺃﻱ‬ ‫ﻤﻥ‬ ‫ﻭﺍﻟﻤﻌﺩﺍﺕ‬ ‫ﻭﺍﻟﻤﻤﺘﻠﻜﺎﺕ‬
‫ﺒﺴﺒﺏ‬ ‫ﺍﻟﻤﺸﺩﻭﺩﺓ‬ ‫ﺍﻟﻜﺎﺒﻼﺕ‬ ‫ﻓﻲ‬ ‫ﺍﻟﻤﺨﺘﺯﻨﺔ‬ ‫ﻟﻠﻁﺎﻗﺔ‬‫ﺤﺩﻭﺙ‬‫ﻨﻭﻉ‬ ‫ﺃﻱ‬ ‫ﻤﻥ‬ ‫ﺨﻠل‬.
١٠-٧-٥-١-٣‫ﺍ‬ ‫ﺘﺘﺤﻘﻕ‬ ‫ﺃﻥ‬ ‫ﻴﺠﺏ‬‫ﺍﻟﻜﺎﺒﻼﺕ‬ ‫ﺸﺩ‬ ‫ﻋﻨﺩ‬ ‫ﺍﻟﺘﺎﻟﻴﺔ‬ ‫ﻟﺸﺭﻭﻁ‬:
١–‫ﺍﻟﻜﺎﺒﻼ‬ ‫ﹸﺜﺒﺕ‬‫ﺘ‬ ‫ﺃﻥ‬ ‫ﻴﺠﺏ‬‫ﺕ‬‫ﺁﻤﻨﺔ‬ ‫ﺒﻁﺭﻴﻘﻪ‬ ‫ﺍﻟﺭﺍﻓﻌﺔ‬ ‫ﺃﻭ‬ ‫ﺍﻟﺸﺩ‬ ‫ﺠﻬﺎﺯ‬ ‫ﻓﻲ‬.
٢–‫ﺃﻥ‬ ‫ﻴﺠﺏ‬ ‫ﺍﻟﻭﻗﺕ‬ ‫ﻨﻔﺱ‬ ‫ﻓﻲ‬ ‫ﺍﻟﺠﺩﺍﺌل‬ ‫ﺃﻭ‬ ‫ﺍﻷﺴﻼﻙ‬ ‫ﻤﻥ‬ ‫ﺃﻜﺜﺭ‬ ‫ﺃﻭ‬ ‫ﺇﺜﻨﻴﻥ‬ ‫ﺸﺩ‬ ‫ﻋﻨﺩ‬
‫ﺍﻟﻁﻭل‬ ‫ﻓﻰ‬ ‫ﻤﺘﺴﺎﻭﻴﺔ‬ ‫ﺘﻜﻭﻥ‬‫ﹰ‬‫ﺎ‬‫ﻤﻘﺎﺴ‬‫ﻨﻘ‬ ‫ﻤﻥ‬‫ﺎ‬‫ﺍﻟﺘﺜﺒﻴﺕ‬ ‫ﻁ‬‫ﻤ‬ ‫ﺇﻟﻰ‬‫ﺍﻻﺴﺘﻁﺎﻟﺔ‬ ‫ﻘﻴﺎﺱ‬.
١٠-٧-٥-١-٤‫ﺃﻥ‬ ‫ﻴﺠﺏ‬‫ﺍﻟ‬ ‫ﻴﻀﻤﻥ‬‫ﺍﻟﺸﺩ‬ ‫ﻋﻤﻠﻴﺔ‬ ‫ﺘﻜﻭﻥ‬ ‫ﺃﻥ‬ ‫ﺒﺎﻟﺸﺩ‬ ‫ﻘﺎﺌﻡ‬‫ﻤﺼﻤﻤ‬‫ﺔ‬‫ﻭﻤﻨﻔﺫﺓ‬‫ﻴﻤﻜﻥ‬ ‫ﺒﺤﻴﺙ‬
‫ﻓﻰ‬ ‫ﺜﺎﻨﻭﻴﺔ‬ ‫ﺇﺠﻬﺎﺩﺍﺕ‬ ‫ﺤﺩﻭﺙ‬ ‫ﻭﺒﺩﻭﻥ‬ ‫ﻭﺒﺎﻟﺘﺩﺭﻴﺞ‬ ‫ﻭﺒﺈﺤﻜﺎﻡ‬ ‫ﺒﻘﻭﺓ‬ ‫ﺍﻟﺸﺩ‬ ‫ﻋﻤﻠﻴﺔ‬ ‫ﺇﺠﺭﺍﺀ‬
‫ﺍﻟﺨﺭﺴﺎﻨﺔ‬ ‫ﺃﻭ‬ ‫ﺍﻟﻤﺜﺒﺘﺎﺕ‬ ‫ﺃﻭ‬ ‫ﺍﻟﻜﺎﺒﻼﺕ‬.
١٠-٧-٥-١-٥‫ﺍﻟﺸﺩ‬ ‫ﺃﺜﻨﺎﺀ‬ ‫ﺒﺎﻟﻜﺎﺒﻼﺕ‬ ‫ﺍﻟﻘﻭﺓ‬ ‫ﺘﻘﺎﺱ‬‫ﺇﻤﺎ‬‫ﺃﺠﻬﺯﺓ‬ ‫ﻗﻴﺎﺴﺎﺕ‬ ‫ﻁﺭﻴﻕ‬ ‫ﻋﻥ‬ ‫ﻤﺒﺎﺸﺭﺓ‬ ‫ﺒﻁﺭﻴﻘﺔ‬
‫ﺃﻭ‬ ‫ﺍﻷﺤﻤﺎل‬ ‫ﻗﻴﺎﺱ‬‫ﺃﻥ‬ ‫ﻭﻴﺠﺏ‬ ‫ﺍﻟﺭﻭﺍﻓﻊ‬ ‫ﻓﻰ‬ ‫ﺍﻟﻀﻐﻁ‬ ‫ﺒﻘﻴﺎﺱ‬ ‫ﻤﺒﺎﺸﺭﺓ‬ ‫ﻏﻴﺭ‬ ‫ﺒﻁﺭﻴﻘﺔ‬
‫ﺘﺘﻭﻓﺭ‬‫ﺍ‬‫ﻷ‬‫ﺍﻟﻜﺎﺒﻼﺕ‬ ‫ﻓﻲ‬ ‫ﺘﺤﺭﻙ‬ ‫ﻭﺃﻱ‬ ‫ﺍﻟﻜﺎﺒﻼﺕ‬ ‫ﻓﻲ‬ ‫ﺍﻻﺴﺘﻁﺎﻟﺔ‬ ‫ﻟﻘﻴﺎﺱ‬ ‫ﺍﻟﻼﺯﻤﺔ‬ ‫ﺠﻬﺯﺓ‬
‫ﺍﻟﺘﺜﺒﻴﺕ‬ ‫ﺃﺠﻬﺯﺓ‬ ‫ﺨﻼل‬(Gripping devices)‫ﺍﻟﺤﻤل‬ ‫ﻗﻴﺎﺱ‬ ‫ﻴﻌﺎﻴﺭ‬ ‫ﻭﺃﻥ‬ ،
‫ﺒﺎﻟﺒﻨﺩ‬ ‫ﺍﻟﻭﺍﺭﺩﻩ‬ ‫ﻟﻼﺸﺘﺭﺍﻁﺎﺕ‬ ‫ﻁﺒﻘﺎ‬ ‫ﻭﺍﻻﺴﺘﻁﺎﻟﺔ‬)١٠-٦-٥.(

60. ‫ﺍﳋﺮﺳﺎﻧﻴﺔ‬ ‫ﺍﳌﻨﺸﺂﺕ‬ ‫ﻭﺗﻨﻔﻴﺬ‬ ‫ﻟﺘﺼﻤﻴﻢ‬ ‫ﺍﳌﺼﺮﻯ‬ ‫ﺍﻟﻜﻮﺩ‬٢٠٠٦‫ﺍﻟﻌﺎﺷﺮ‬ ‫ﺍﻟﺒﺎﺏ‬
١٠-٦٠
١٠-٧-٥-٢‫ﺍﻟﺴﺎﺒ‬ ‫ﺍﻟﺸﺩ‬‫ﻕ‬Pre-tensioning
١٠-٧-٥-٢-١‫ﺍﻟﺴﺎﺒﻕ‬ ‫ﺍﻟﺸﺩ‬ ‫ﻁﺭﻴﻘﺔ‬ ‫ﺍﺴﺘﺨﺩﺍﻡ‬ ‫ﻋﻨﺩ‬‫ﺃﻥ‬ ‫ﻴﺠﺏ‬‫ﻟﻠﻤﺤﺎﻓﻅﺔ‬ ‫ﺍﻟﻼﺯﻤﺔ‬ ‫ﺍﻟﻭﺴﺎﺌل‬ ‫ﹸﺴﺘﺨﺩﻡ‬‫ﺘ‬
‫ﻭ‬ ‫ﺍﻟﻘﻭﺓ‬ ‫ﻭﺍﻨﺘﻘﺎل‬ ‫ﺍﻟﺸﺩ‬ ‫ﺇﺠﺭﺍﺀ‬ ‫ﺒﻴﻥ‬ ‫ﻤﺎ‬ ‫ﺍﻟﻔﺘﺭﺓ‬ ‫ﺨﻼل‬ ‫ﺒﻜﺎﻤﻠﻬﺎ‬ ‫ﺍﻟﺸﺩ‬ ‫ﻗﻭﺓ‬ ‫ﻋﻠﻰ‬‫ﺃﻥ‬ ‫ﻴﺠﺏ‬
‫ﺒﺒﻁ‬ ‫ﺍﻹﺠﻬﺎﺩ‬ ‫ﻨﻘل‬ ‫ﻴﺘﻡ‬‫ﺀ‬.
١٠-٧-٥-٢-٢‫ﺍﻟﺨ‬ ‫ﺍﺴﺘﺨﺩﺍﻡ‬ ‫ﻭﻋﻨﺩ‬ ‫ﻤﺴﺘﻘﻴﻤﺔ‬ ‫ﻜﺎﺒﻼﺕ‬ ‫ﺍﺴﺘﺨﺩﺍﻡ‬ ‫ﺤﺎﻟﺔ‬ ‫ﻓﻰ‬‫ﺇﺠﺭﺍﺀ‬ ‫ﻓﻲ‬ ‫ﺍﻟﻁﻭﻟﻴﺔ‬ ‫ﻁﻭﻁ‬
‫ﺯﺤﺯﺤﺔ‬ ‫ﻋﺩﻡ‬ ‫ﻟﻀﻤﺎﻥ‬ ‫ﺍﻟﻤﺠﺭﻯ‬ ‫ﺨﻼل‬ ‫ﺘﻭﺯﻉ‬ ‫ﺨﺎﺼﺔ‬ ‫ﻗﻁﻊ‬ ‫ﺘﻭﻀﻊ‬ ‫ﺍﻹﺠﻬﺎﺩ‬ ‫ﺴﺒﻕ‬
‫ﺍﻟﺼﺏ‬ ‫ﺃﺜﻨﺎﺀ‬ ‫ﻤﻭﺍﻀﻌﻬﺎ‬ ‫ﻋﻥ‬ ‫ﺍﻟﻜﺎﺒﻼﺕ‬.‫ﻭﻤﻥ‬‫ﺍﻟﻀﺭﻭﺭ‬‫ﻯ‬‫ﺍﻟﻘﻁـﻊ‬ ‫ﻫﺫﻩ‬ ‫ﺘﺴﻤﺢ‬ ‫ﺃﻥ‬
‫ﺨـﻼل‬ ‫ﻟﻠﺨﺭﺴـﺎﻨﺔ‬ ‫ﺍﻹﺠﻬﺎﺩ‬ ‫ﺴﺒﻕ‬ ‫ﻗﻭﺓ‬ ‫ﻨﻘل‬ ‫ﻴﻤﻜﻥ‬ ‫ﺒﺤﻴﺙ‬ ‫ﻁﻭﻟﻴﺎ‬ ‫ﺍﻟﻜﺎﺒﻼﺕ‬ ‫ﺒﺘﺤﺭﻙ‬
‫ﻁﻭﻟﻪ‬ ‫ﺒﻜﺎﻤل‬ ‫ﺍﻟﺘﺼﻨﻴﻊ‬ ‫ﺨﻁ‬.‫ﺍﻟﻘﺎﻟﺏ‬ ‫ﻨﻅﺎﻡ‬ ‫ﺍﺴﺘﺨﺩﺍﻡ‬ ‫ﻭﻋﻨﺩ‬‫ﺍﻟﻘﻭﺍﻟـﺏ‬ ‫ﺘﻜﻭﻥ‬ ‫ﺍﻟﻤﻔﺭﺩ‬
‫ﺤـﺩﻭﺙ‬ ‫ﺒﺩﻭﻥ‬ ‫ﺍﻹﺠﻬﺎﺩ‬ ‫ﺴﺒﻕ‬ ‫ﻗﻭﺓ‬ ‫ﻓﻌل‬ ‫ﺭﺩ‬ ‫ﻨﻘل‬ ‫ﻴﻤﻜﻥ‬ ‫ﺒﺤﻴﺙ‬ ‫ﻜﺎﻓﻴﺔ‬ ‫ﺠﺴﺎﺀﺓ‬ ‫ﺫﺍﺕ‬
‫ﺒﺎﻟﻘﻭﺍﻟﺏ‬ ‫ﺍﻟﺘﻭﺍﺀ‬.
١٠-٧-٥-٢-٣‫ﻤـﺴﺘﻘﻴﻤﺔ‬ ‫ﻏﻴﺭ‬ ‫ﺍﻟﻜﺎﺒﻼﺕ‬ ‫ﺍﺴﺘﺨﺩﺍﻡ‬ ‫ﺤﺎﻟﺔ‬ ‫ﻓﻰ‬(Deflected tendons)‫ﻭﻓـﻰ‬
‫ﻴﻘـل‬ ‫ﺃﻻ‬ ‫ﻴﺠـﺏ‬ ‫ﺒﺎﻟﻜﺎﺒـل‬ ‫ﺍﻟﻤﺘﺼﻠﺔ‬ ‫ﺍﻟﺘﺜﺒﻴﺕ‬ ‫ﻗﻁﻊ‬ ‫ﻓﺈﻥ‬ ‫ﺍﻟﻤﻔﺭﺩﺓ‬ ‫ﺍﻟﻜﺎﺒﻼﺕ‬ ‫ﺤﺎﻟـﺔ‬
‫ﺨﻤ‬ ‫ﻋﻥ‬ ‫ﻗﻁﺭﻫﺎ‬ ‫ﻨﺼﻑ‬‫ﻗﻁـﺭ‬ ‫ﻤﺭﺍﺕ‬ ‫ﻋﺸﺭ‬ ‫ﺃﻭ‬ ‫ﻟﻸﺴﻼﻙ‬ ‫ﺍﻟﻜﺎﺒل‬ ‫ﻗﻁﺭ‬ ‫ﻤﺭﺍﺕ‬ ‫ﺱ‬
‫ﺍﻻﻨﺤﻨـﺎﺀ‬ ‫ﺯﺍﻭﻴﺔ‬ ‫ﺘﺘﺠﺎﻭﺯ‬ ‫ﻻ‬ ‫ﻭﺒﺤﻴﺙ‬ ‫ﻟﻠﺠﺩﺍﺌل‬ ‫ﺍﻟﻜﺎﺒل‬(Angle of curvature)
١٥‫ﺩﺭﺠﺔ‬.
١٠-٧-٥-٣‫ﺍﻟﻼﺤﻕ‬ ‫ﺍﻟﺸﺩ‬Post-tensioning
١٠-٧-٥-٣-١‫ﺍﻟﻜﺎﺒﻼﺕ‬ ‫ﺘﺭﺘﻴﺏ‬
١-‫ﻴﺴﺒﺏ‬ ‫ﻗﺩ‬ ‫ﻤﻤﺎ‬ ‫ﺃﺭﻜﺎﻥ‬ ‫ﺃﻭ‬ ‫ﺤﺎﺩﺓ‬ ‫ﺍﻨﺤﻨﺎﺀﺍﺕ‬ ‫ﻓﻲ‬ ‫ﺘﻤﺭ‬ ‫ﻻ‬ ‫ﺒﺤﻴﺙ‬ ‫ﺍﻟﻜﺎﺒﻼﺕ‬ ‫ﹸﺭﺘﺏ‬‫ﺘ‬‫ﻜﺴﺭ‬‫ﺃﻭ‬ ‫ﺍﻟﻜﺎﺒﻼﺕ‬
‫ﺍﻟﻜﺎﺒﻼﺕ‬ ‫ﻤﺠﺎﺭﻯ‬ ‫ﺃﻭ‬ ‫ﺍﻟﺨﺭﺴﺎﻨﺔ‬.
٢–‫ﺘﻜـﻭﻥ‬ ‫ﺃﻥ‬ ‫ﻴﺭﺍﻋـﻰ‬ ‫ﺍﻟﻭﻗﺕ‬ ‫ﻨﻔﺱ‬ ‫ﻓﻲ‬ ‫ﺍﻟﺠﺩﺍﺌل‬ ‫ﺃﻭ‬ ‫ﻟﻸﺴﻼﻙ‬ ‫ﺍﻹﺠﻬﺎﺩ‬ ‫ﺴﺒﻕ‬ ‫ﺇﺠﺭﺍﺀ‬ ‫ﻴﻤﻜﻥ‬ ‫ﻟﻡ‬ ‫ﺇﺫﺍ‬
‫ﺒﻴﻨﻬﺎ‬ ‫ﺍﻟﻤﺒﺎﻋﺩﺍﺕ‬)‫ﺍﻟﻤﺴﺎﻓﺎﺕ‬ ‫ﺤﻔﻅ‬ ‫ﻋﻨﺎﺼﺭ‬-(Spacing elements‫ﺍﻟﻤﺘﺎﻨﺔ‬ ‫ﻤﻥ‬ ‫ﺩﺭﺠﺔ‬ ‫ﻋﻠﻰ‬
‫ﻋﻤﻠﻴ‬ ‫ﺨﻼل‬ ‫ﺯﺤﺯﺤﺘﻬﺎ‬ ‫ﻴﻤﻜﻥ‬ ‫ﻻ‬ ‫ﺒﺤﻴﺙ‬‫ﺎﺕ‬‫ﺍﻟﻤﺘﻭﺍﻟﻴﺔ‬ ‫ﺍﻟﺸﺩ‬.
١٠-٧-٥-٣-٢‫ﺍﻟﺘﺜﺒﻴﺕ‬ ‫ﺭﺅﻭﺱ‬Anchorages
١–‫ﺍﻟﻨﻅـﺎﻡ‬ ‫ﻋﻠﻴﻬـﺎ‬ ‫ﺍﻟﻤﺅﺴﺱ‬ ‫ﺍﻟﻌﺎﻟﻤﻴﺔ‬ ‫ﺍﻟﻤﻭﺍﺼﻔﺔ‬ ‫ﺍﻟﺘﺜﺒﻴﺕ‬ ‫ﺭﺅﻭﺱ‬ ‫ﺘﻁﺎﺒﻕ‬ ‫ﺃﻥ‬ ‫ﻴﺠﺏ‬‫ﺍﻟﻤـﺴﺘﺨﺩﻡ‬.
‫ﺍﻟﺨﺭﺴﺎﻨﺔ‬ ‫ﻋﻠﻰ‬ ‫ﺍﻟﻭﺍﻗﻌﺔ‬ ‫ﺍﻹﺠﻬﺎﺩﺍﺕ‬ ‫ﺒﺘﻭﺯﻴﻊ‬ ‫ﺘﺴﻤﺢ‬ ‫ﺃﻥ‬ ‫ﺘﺜﺒﻴﺘﻬﺎ‬ ‫ﻭﻁﺭﻴﻘﺔ‬ ‫ﺘﺼﻤﻴﻤﻬﺎ‬ ‫ﻓﻲ‬ ‫ﻭﻴﺭﺍﻋﻰ‬

61. ‫ﺍﳋﺮﺳﺎﻧﻴﺔ‬ ‫ﺍﳌﻨﺸﺂﺕ‬ ‫ﻭﺗﻨﻔﻴﺬ‬ ‫ﻟﺘﺼﻤﻴﻢ‬ ‫ﺍﳌﺼﺮﻯ‬ ‫ﺍﻟﻜﻮﺩ‬٢٠٠٦‫ﺍﻟﻌﺎﺷﺮ‬ ‫ﺍﻟﺒﺎﺏ‬
١٠-٦١
‫ﺍﻹﺠﻬﺎﺩ‬ ‫ﺴﺒﻕ‬ ‫ﻗﻭﺓ‬ ‫ﺘﺤﻔﻅ‬ ‫ﻭﺃﻥ‬ ‫ﺍﻟﺨﺭﺴﺎﻨﻰ‬ ‫ﺍﻟﻌﻨﺼﺭ‬ ‫ﻨﻬﺎﻴﺔ‬ ‫ﻓﻲ‬ ‫ﻤﻨﺘﻅﻤﺎ‬ ‫ﺘﻭﺯﻴﻌﺎ‬‫ﺘﺄﺜﻴﺭ‬ ‫ﺘﺤﺕ‬ ‫ﻤﺅﺜﺭﺓ‬
‫ﻭﺍﻟﺼﺩﻤﺎﺕ‬ ‫ﻭﺍﻟﻤﺘﻐﻴﺭﺓ‬ ‫ﺍﻟﺩﺍﺌﻤﺔ‬ ‫ﺍﻷﺤﻤﺎل‬.
٢–‫ﺍﻟﻤﻨﻘـﺴﻡ‬ ‫ﺍﻟﺨﺎﺒﻭﺭ‬ ‫ﻨﻭﻉ‬ ‫ﻤﻥ‬ ‫ﺍﻟﺘﺜﺒﻴﺕ‬ ‫ﺭﺅﻭﺱ‬ ‫ﺍﺨﺘﻴـﺎﺭ‬ ‫ﻴﺘﻡ‬(Split wedge)‫ﻭﺍﻟـــﺒﺭﻤﻴل‬
(Barrel)‫ﺍﻟﺨﻭﺍﺒﻴﺭ‬ ‫ﺒﺘﺤﺭﻙ‬ ‫ﺒﺎﻟﺒﺭﻤﻴل‬ ‫ﺍﻟﺤﺎﺩﺙ‬ ‫ﺍﻻﻨﻔﻌﺎل‬ ‫ﻴﺴﻤﺢ‬ ‫ﻻ‬ ‫ﺒﺤﻴﺙ‬ ‫ﻭﺒﻁﺭﻴﻘﺔ‬ ‫ﻤﻭﺍﺩ‬ ‫ﻤﻥ‬
‫ﺍﻟﺠﺎﻨﺒﻴﺔ‬ ‫ﺍﻟﻘﻭﺓ‬ ‫ﺍﻟﺨﻭﺍﺒﻴﺭ‬ ‫ﻫﺫﻩ‬ ‫ﺘﻌﻁﻰ‬ ‫ﺃﻥ‬ ‫ﻗﺒل‬(Lateral force)‫ﺒﺎﻟﻜﺎﺒـل‬ ‫ﻟﻺﻤـﺴﺎﻙ‬ ‫ﺍﻟﻜﺎﻓﻴﺔ‬
‫ﻗﻭ‬ ‫ﻭﻗﻭﻉ‬ ‫ﺍﻟﺨﻭﺍﺒﻴﺭ‬ ‫ﺘﺴﺒﺏ‬ ‫ﺃﻥ‬ ‫ﺃﻭ‬ ‫ﺒﺜﺒﺎﺕ‬‫ﺓ‬‫ﺇﻟـﻰ‬ ‫ﺍﻟﻭﺼـﻭل‬ ‫ﻗﺒـل‬ ‫ﺃﻭ‬ ‫ﻋﻨﺩ‬ ‫ﺍﻟﻜﺎﺒﻼﺕ‬ ‫ﻋﻠﻰ‬ ‫ﺯﺍﺌﺩﺓ‬
‫ﻟﺘﺤﺭﻜﻬﺎ‬ ‫ﻤﺸﻭﺍﺭ‬ ‫ﺃﻗﺼﻰ‬.
٣–‫ﺃﻥ‬ ‫ﻴﺠﺏ‬‫ﺍﻟﺘـﺎﻡ‬ ‫ﺍﻻﻟﺘـﺯﺍﻡ‬ ‫ﻤﺭﺍﻋــﺎﺓ‬ ‫ﻤﻊ‬ ‫ﺍﻟﻤﺴﺘﺨﺩﻡ‬ ‫ﻟﻠﻨﻅﺎﻡ‬ ‫ﺍﻟﻤﻨﺎﺴﺒﺔ‬ ‫ﺍﻟﺘﺜﺒﻴﺕ‬ ‫ﺭﺅﻭﺱ‬ ‫ﺘﺴﺘﺨﺩﻡ‬
‫ﺒﺘ‬ ‫ﻴﺨﺘﺹ‬ ‫ﻓﻴﻤﺎ‬ ‫ﺍﻟﺼﺎﻨﻌﺔ‬ ‫ﺍﻟﺠﻬﺔ‬ ‫ﻭﺘﻌﻠﻴﻤﺎﺕ‬ ‫ﺒﺘﻭﺼﻴﺎﺕ‬‫ﺍﻟﺨﺭﺴـﺎﻨﻴﺔ‬ ‫ﺍﻟﻌﻨﺎﺼـﺭ‬ ‫ﻓـﻲ‬ ‫ﺭﻜﻴﺒﻬـﺎ‬
‫ﺍﻟﺸﺩ‬ ‫ﺇﺠﺭﺍﺀ‬ ‫ﻗﺒل‬ ‫ﻟﻠﺭﺅﻭﺱ‬ ‫ﺍﻟﺤﺎﻤﻠﺔ‬ ‫ﺍﻷﺴﻁﺢ‬ ‫ﺘﻨﻅﻴﻑ‬ ‫ﻭﻀﺭﻭﺭﺓ‬.‫ﺍﻟﺸﺩ‬ ‫ﺇﺠﺭﺍﺀ‬ ‫ﻭﻴﺠﺏ‬‫ﺘـﺩﺭﻴﺠﻴﺎ‬
‫ﺍﻟﺘﺜﺒﻴﺕ‬ ‫ﻟﺭﺃﺱ‬ ‫ﺃﻭ‬ ‫ﻟﻠﻜﺎﺒل‬ ‫ﻤﻔﺎﺠﺊ‬ ‫ﺇﺠﻬﺎﺩ‬ ‫ﺤﺩﻭﺙ‬ ‫ﻟﺘﺠﻨﺏ‬ ‫ﻭﺒﺎﻨﺘﻅﺎﻡ‬.
٤–‫ﺃﻥ‬ ‫ﻴﺠﺏ‬‫ﻟﺘﻌﻠﻴﻤـﺎﺕ‬ ‫ﻤﻁﺎﺒﻘـﺎ‬ ‫ﺍﻟﺘﺜﺒﻴﺕ‬ ‫ﺇﺠﺭﺍﺀ‬ ‫ﺨﻼل‬ ‫ﺍﻟﻜﺎﺒل‬ ‫ﺍﻨﺯﻻﻕ‬ ‫ﻗﻴﻤﺔ‬ ‫ﻓﻲ‬ ‫ﺴﻤﺎﺡ‬ ‫ﺃﻱ‬ ‫ﻴﻜﻭﻥ‬
‫ﺍﻟﻤﺸﺭﻓﺔ‬ ‫ﺍﻟﺠﻬﺔ‬‫ﺍﻟﻔﻌﻠﻰ‬ ‫ﺍﻻﻨﺯﻻﻕ‬ ‫ﺘﺴﺠﻴل‬ ‫ﻤﻊ‬(Actual slip)‫ﻋﻠـﻰ‬ ‫ﻜﺎﺒل‬ ‫ﻟﻜل‬ ‫ﻴﺤﺩﺙ‬ ‫ﺍﻟﺫﻯ‬
‫ﺍﻟﺸﺩ‬ ‫ﺠﻬﺎﺯ‬ ‫ﺒﻭﺍﺴﻁﺔ‬ ‫ﺒﻬﺎ‬ ‫ﺍﻟﺘﺄﺜﻴﺭ‬ ‫ﺘﻡ‬ ‫ﺍﻟﺘﻰ‬ ‫ﺍﻟﻘﻭﻯ‬ ‫ﺘﺨﻔﻴﺽ‬ ‫ﻴﺘﻡ‬ ‫ﺍﻟﻜﺎﺒل‬ ‫ﺘﺜﺒﻴﺕ‬ ‫ﻭﺒﻌﺩ‬ ‫ﺤﺩﺓ‬‫ﹰ‬‫ﺎ‬‫ﺘﺩﺭﻴﺠﻴ‬.
٥–‫ﺃﻥ‬ ‫ﻴﺠﺏ‬‫ﺍﻟﺼﺩﺃ‬ ‫ﻤﻥ‬ ‫ﺍﻟﺘﺜﺒﻴﺕ‬ ‫ﺭﺅﻭﺱ‬ ‫ﻟﺤﻤﺎﻴﺔ‬ ‫ﺍﻻﺤﺘﻴﺎﻁﺎﺕ‬ ‫ﻜﺎﻓﺔ‬ ‫ﺘﺅﺨﺫ‬.
١٠-٧-٥-٣-٣‫ﻏﻴﺭ‬ ‫ﺍﻟﻜﺎﺒﻼﺕ‬‫ﺍﻟ‬‫ﻤﺴﺘﻘﻴﻤﺔ‬‫ﺍﻹ‬ ‫ﻟﺴﺒﻕ‬‫ﺠ‬‫ﺍﻟﺨﺎﺭﺠﻰ‬ ‫ﻬﺎﺩ‬
Deflected Tendons For External Prestrssing
‫ﻟﻠﺤﺎﻤل‬ ‫ﺍﻻﻨﺤﻨﺎﺀ‬ ‫ﻗﻁﺭ‬ ‫ﻨﺼﻑ‬ ‫ﻴﻘل‬ ‫ﺃﻻ‬ ‫ﻴﺠﺏ‬(Deflector)‫ﻋـﻥ‬ ‫ﺒﺎﻟﻜﺎﺒل‬ ‫ﺍﻟﻤﺘﺼل‬٥٠‫ﻤـﺭﺓ‬
‫ﻋﻠﻰ‬ ‫ﺍﻟﻜﻠﻴﺔ‬ ‫ﺍﻟﻜﺎﺒل‬ ‫ﺘﺸﻜﻴل‬ ‫ﺯﺍﻭﻴﺔ‬ ‫ﺘﺯﻴﺩ‬ ‫ﻭﻻ‬ ‫ﺍﻟﻜﺎﺒل‬ ‫ﻗﻁﺭ‬١٥‫ﻋـﻥ‬ ‫ﺍﻟﻘﻁﺭ‬ ‫ﻨﺼﻑ‬ ‫ﻗل‬ ‫ﻓﺈﺫﺍ‬ ‫ﺩﺭﺠﺔ‬٥٠
‫ﺯﺍﻭﻴﺔ‬ ‫ﺘﺠﺎﻭﺯﺕ‬ ‫ﺃﻭ‬ ‫ﺍﻟﻜﺎﺒل‬ ‫ﻗﻁﺭ‬ ‫ﻤﺭﺓ‬‫ﺍﻨﺤﻨﺎﺀ‬‫ﺍﻟﻜﺎﺒل‬١٥‫ﺍﻟﻘﻭﺓ‬ ‫ﻓﻲ‬ ‫ﺍﻟﻔﻘﺩ‬ ‫ﻟﺤﺴﺎﺏ‬ ‫ﺍﺨﺘﺒﺎﺭ‬ ‫ﺠﺭﻯ‬‫ﻴ‬ ‫ﺩﺭﺠﺔ‬
‫ﻨﺘﺎﺌﺠﻪ‬ ‫ﻋﻠﻰ‬ ‫ﺒﻨﺎﺀ‬ ‫ﺍﻟﻼﺯﻡ‬ ‫ﺍﻟﺘﺼﺤﻴﺢ‬ ‫ﻌﻤل‬‫ﻴ‬‫ﻭ‬.
١٠-٧-٥-٣-٤‫ﺍﻟﻜﺎﺒﻼﺕ‬ ‫ﺸﺩ‬
١–‫ﻭ‬ ‫ﺍﻻﺴﺘﻁﺎﻟﺔ‬ ‫ﺇﻟﻰ‬ ‫ﺍﻟﻭﺼﻭل‬ ‫ﺤﺘﻰ‬ ‫ﺍﻟﺘﺤﻤﻴل‬ ‫ﻴﺴﺘﻤﺭ‬/‫ﺃﻥ‬ ‫ﻋﻠـﻰ‬ ‫ﺒﺎﻟﻜﺎﺒل‬ ‫ﺍﻟﻤﻁﻠﻭﺏ‬ ‫ﺍﻟﺤﻤل‬ ‫ﺇﻟﻰ‬ ‫ﺃﻭ‬
‫ﺒﻤ‬ ‫ﺍﻟﻤﺘـﺼل‬ ‫ﻏﻴﺭ‬ ‫ﺍﻷﺨﺭ‬ ‫ﺍﻟﻁﺭﻑ‬ ‫ﻋﻨﺩ‬ ‫ﻟﻠﻜﺎﺒل‬ ‫ﺍﻨﺯﻻﻕ‬ ‫ﺃﻱ‬ ‫ﺍﻻﺴﺘﻁﺎﻟﺔ‬ ‫ﺤﺴﺎﺏ‬ ‫ﻓﻲ‬ ‫ﻴﺅﺨﺫ‬‫ﺎﻜﻴﻨـﺔ‬
‫ﺍﻟﺸﺩ‬(Non jacking end)‫ﺒﺎﻟﻜﺎﺒل‬ ‫ﺘﺭﺨﻴﻡ‬ ‫ﻭﺠﻭﺩ‬ ‫ﻋﺩﻡ‬ ‫ﻤﻥ‬ ‫ﺍﻟﺘﺄﻜﺩ‬ ‫ﺒﻌﺩ‬ ‫ﺇﻻ‬ ‫ﺍﻟﻘﻴﺎﺱ‬ ‫ﻴﺒﺩﺃ‬ ‫ﻭﻻ‬.
‫ﺍﻟﻤﺤـﺩﺩﺓ‬ ‫ﺒﺘﻠـﻙ‬ ‫ﺍﻻﺴﺘﻁﺎﻟﺔ‬ ‫ﻗﻴﺎﺱ‬ ‫ﻤﻥ‬ ‫ﻭﺍﻟﻤﺤﺴﻭﺒﺔ‬ ‫ﺒﺎﻟﻜﺎﺒل‬ ‫ﺍﻟﻤﻭﺠﻭﺩﺓ‬ ‫ﺍﻟﻘﻭﺓ‬ ‫ﺘﻘﺎﺭﻥ‬ ‫ﺃﻥ‬ ‫ﻭﻴﺠﺏ‬
‫ﻋ‬ ‫ﺒﻴﻨﻬﻤﺎ‬ ‫ﺍﻟﻔﺭﻕ‬ ‫ﻴﺯﻴﺩ‬ ‫ﻭﺃﻻ‬ ‫ﺍﻟﻘﻭﻩ‬ ‫ﻗﻴﺎﺱ‬ ‫ﺒﺠﻬﺎﺯ‬‫ﻠﻰ‬٦%، ‫ﺍﻟﻘـﻭﺘﻴﻥ‬ ‫ﻤﻥ‬ ‫ﺍﻷﺼﻐﺭ‬ ‫ﺇﻟﻰ‬ ‫ﻤﻨﺴﻭﺒﺔ‬

62. ‫ﺍﳋﺮﺳﺎﻧﻴﺔ‬ ‫ﺍﳌﻨﺸﺂﺕ‬ ‫ﻭﺗﻨﻔﻴﺬ‬ ‫ﻟﺘﺼﻤﻴﻢ‬ ‫ﺍﳌﺼﺮﻯ‬ ‫ﺍﻟﻜﻮﺩ‬٢٠٠٦‫ﺍﻟﻌﺎﺷﺮ‬ ‫ﺍﻟﺒﺎﺏ‬
١٠-٦٢
‫ﺍﻟﻔ‬ ‫ﺯﺍﺩ‬ ‫ﻓﺈﺫﺍ‬‫ﺭﻕ‬‫ﺍﻟﻼﺯﻤﺔ‬ ‫ﺍﻹﺠﺭﺍﺀﺍﺕ‬ ‫ﻜﺎﻓﺔ‬ ‫ﺍﺘﺨﺎﺫ‬ ‫ﻓﻴﺠﺏ‬ ‫ﺍﻟﻘﻴﻤﺔ‬ ‫ﻫﺫﻩ‬ ‫ﻋﻥ‬‫ﻟﺘﻼﻓﻰ‬‫ﺍﻟﻔـﺭﻕ‬ ‫ﺯﻴﺎﺩﺓ‬
‫ﺍﻟﻤﺫﻜﻭﺭ‬ ‫ﺍﻟﺤﺩ‬ ‫ﻋﻥ‬.
٢–‫ﺍﻹﺠﻬﺎﺩ‬ ‫ﺴﺒﻕ‬ ‫ﺇﺠﺭﺍﺀ‬ ‫ﺃﺜﻨﺎﺀ‬ ‫ﺍﻟﻤﺄﺨﻭﺫﺓ‬ ‫ﺍﻟﻘﺭﺍﺀﺍﺕ‬ ‫ﺠﻤﻴﻊ‬ ‫ﹸﺴﺠل‬‫ﺘ‬–‫ﻋﻠـﻰ‬ ‫ﺘﺸﻤل‬ ‫ﺃﻥ‬ ‫ﻴﺠﺏ‬ ‫ﻭﺍﻟﺘﻰ‬
‫ﻭﻤﻜﺎﻨﻬﺎ‬ ‫ﻭﺍﺘﺠﺎﻫﺎﺘﻬﺎ‬ ‫ﺍﻹﺠﻬﺎﺩ‬ ‫ﺴﺒﻕ‬ ‫ﻗﻭﻯ‬ ‫ﻗﻴﻤﺔ‬ ‫ﺍﻷﻗل‬-‫ﺒﺘـﺩﻭﻴﻥ‬ ‫ﺍﻟﻌﻨﺎﻴﺔ‬ ‫ﻤﻊ‬ ‫ﺨﺎﺹ‬ ‫ﺴﺠل‬ ‫ﻓﻲ‬
‫ﻏ‬ ‫ﺍﻟﻘﺭﺍﺀﺍﺕ‬‫ﺍﻟﺘﺼﺤﻴﺢ‬ ‫ﻹﺠﺭﺍﺀ‬ ‫ﺒﻬﺎ‬ ‫ﺍﻹﺸﺭﺍﻑ‬ ‫ﻭﺠﻬﺎﺯ‬ ‫ﺍﻟﻤﺼﻤﻡ‬ ‫ﺍﻟﻤﻬﻨﺩﺱ‬ ‫ﻭﺇﺨﻁﺎﺭ‬ ‫ﺍﻟﻤﻨﺘﻅﻤﺔ‬ ‫ﻴﺭ‬
‫ﺍﻟﻼﺯﻡ‬.‫ﻨﻅﺭﻴﺎ‬ ‫ﺍﻟﻤﻁﻠﻭﺏ‬ ‫ﺍﻹﺠﻬﺎﺩ‬ ‫ﻋﻥ‬ ‫ﺍﻻﻨﺤﺭﺍﻑ‬ ‫ﻗﻴﻤﺔ‬ ‫ﺘﺠﺎﻭﺯﺕ‬ ‫ﻓﺈﺫﺍ‬٥%‫ﻜﺎﻓﺔ‬ ‫ﺍﺘﺨﺎﺫ‬ ‫ﻓﻴﺠﺏ‬
‫ﺍﻹ‬‫ﺍﻟﻤﺫﻜﻭﺭ‬ ‫ﺍﻟﻔﺭﻕ‬ ‫ﻋﻥ‬ ‫ﺍﻟﺯﻴﺎﺩﺓ‬ ‫ﻋﺩﻡ‬ ‫ﻟﺘﺤﻘﻴﻕ‬ ‫ﺍﻟﻼﺯﻤﺔ‬ ‫ﺠﺭﺍﺀﺍﺕ‬.
٣–‫ﻤﺭﺍﺤل‬ ‫ﻋﺩﺓ‬ ‫ﻋﻠﻰ‬ ‫ﺍﻟﺘﻨﻔﻴﺫ‬ ‫ﺃﻭ‬ ‫ﺍﻟﺸﺩ‬ ‫ﺤﺎﻟﺔ‬ ‫ﻓﻰ‬‫ﺃﻥ‬ ‫ﻴﺠﺏ‬‫ﻴﺤﺩ‬‫ﻤﺭﺍﺤـل‬ ‫ﺘﺘﺎﺒﻊ‬ ‫ﺍﻟﻤﺼﻤﻡ‬ ‫ﺍﻟﻤﻬﻨﺩﺱ‬ ‫ﺩ‬
‫ﻟﻜل‬ ‫ﺍﻷﺤﻤﺎل‬ ‫ﻭﻗﻴﻤﺔ‬ ‫ﺍﻟﺸﺩ‬‫ﻤﺭﺤﻠﺔ‬.
١٠-٧-٦‫ﺍﻟﺤﻘﻥ‬ ‫ﺒﺎﺴﺘﺨﺩﺍﻡ‬ ‫ﺍﻟﺨﺭﺴﺎﻨﻰ‬ ‫ﺒﺎﻟﻤﻨﺸﺄ‬ ‫ﻭﺭﺒﻁﻬﺎ‬ ‫ﻭﺤﻤﺎﻴﺘﻬﺎ‬ ‫ﺍﻟﻜﺎﺒﻼﺕ‬ ‫ﻭﻗﺎﻴﺔ‬
١٠-٧-٦-١‫ﻋــــﺎﻡ‬
‫ﺫﻟﻙ‬ ‫ﺇﻟﻰ‬ ‫ﻭﺒﺎﻹﻀﺎﻓﺔ‬ ‫ﺍﻟﺤﺭﻴﻕ‬ ‫ﺨﻁﺭ‬ ‫ﻭﻜﺫﺍ‬ ‫ﻭﺍﻟﺼﺩﺃ‬ ‫ﺍﻟﺘﻠﻑ‬ ‫ﻤﻥ‬ ‫ﺍﻹﺠﻬﺎﺩ‬ ‫ﺴﺒﻕ‬ ‫ﻜﺎﺒﻼﺕ‬ ‫ﻭﻗﺎﻴﺔ‬ ‫ﻴﻠﺯﻡ‬
‫ﺒ‬ ‫ﺒﺎﻟﻤﻨﺸﺄ‬ ‫ﺍﻟﻜﺎﺒﻼﺕ‬ ‫ﺭﺒﻁ‬ ‫ﻴﺠﺏ‬‫ﺍﻟﺤﻘﻥ‬ ‫ﺎﺴﺘﺨﺩﺍﻡ‬.
١٠-٧-٦-٢‫ﺍﻟﺩﺍﺨﻠﻴﺔ‬ ‫ﺍﻟﻜﺎﺒﻼﺕ‬ ‫ﺤﻤﺎﻴﺔ‬
‫ﺤﻘـﻥ‬ ‫ﺒﺎﺴﺘﺨﺩﺍﻡ‬ ‫ﺍﻟﺨﺭﺴﺎﻨﻰ‬ ‫ﺒﺎﻟﻌﻨﺼﺭ‬ ‫ﻭﺭﺒﻁﻬﺎ‬ ‫ﺍﻟﺩﺍﺨﻠﻴﺔ‬ ‫ﺍﻟﻜﺎﺒﻼﺕ‬ ‫ﺤﻤﺎﻴﺔ‬ ‫ﺘﺘﻡ‬‫ﺒﺤﻘـﻴﻥ‬‫ﺃﺴـﻤﻨﺘ‬‫ﻰ‬‫ﺃﻭ‬
‫ﺤﻘﻴﻥ‬‫ﺒﺎﻟﺒﻨﺩ‬ ‫ﺒﺎﻟﺤﻘﻥ‬ ‫ﺍﻟﺨﺎﺼـــﺔ‬ ‫ﻟﻼﺸﺘﺭﺍﻁﺎﺕ‬ ‫ﻁﺒﻘﺎ‬ ‫ﻭﺫﻟﻙ‬ ‫ﻭﺍﻟﺭﻤل‬ ‫ﺍﻷﺴﻤﻨﺕ‬ ‫ﻤﻥ‬ ‫ﻤﻜﻭﻥ‬)١٠-٧-٨.(
١٠-٧-٦-٣‫ﺍﻟﺨﺎﺭﺠﻴﺔ‬ ‫ﺍﻟﻜﺎﺒﻼﺕ‬ ‫ﺤﻤﺎﻴﺔ‬External Tendons
‫ﺍﻟﺨﺭﺴﺎﻨﺔ‬ ‫ﻤﻥ‬ ‫ﺒﻐﻼﻑ‬ ‫ﺒﺈﺤﺎﻁﺘﻬﺎ‬ ‫ﻭﺍﻟﺼﺩﺃ‬ ‫ﺍﻟﻤﻴﻜﺎﻨﻴﻜﻰ‬ ‫ﺍﻟﺘﻠﻑ‬ ‫ﻤﻥ‬ ‫ﺍﻟﺨﺎﺭﺠﻴﺔ‬ ‫ﺍﻟﻜﺎﺒﻼﺕ‬ ‫ﺤﻤﺎﻴﺔ‬ ‫ﺘﺘﻡ‬
‫ﺼـﻼﺩﺓ‬ ‫ﻭﺫﺍﺕ‬ ‫ﻟﻠـﺼﺩﺃ‬ ‫ﻤﻘﺎﻭﻤﺔ‬ ‫ﺃﺨﺭﻯ‬ ‫ﻤﻭﺍﺩ‬ ‫ﺍﺴﺘﺨﺩﺍﻡ‬ ‫ﻭﻴﻤﻜﻥ‬ ‫ﻜﺎﻑ‬ ‫ﺒﺴﻤﻙ‬ ‫ﺍﻟﻜﺜﻴﻔﺔ‬ ‫ﺍﻟﻤﻭﻨﺔ‬ ‫ﺃﻭ‬ ‫ﺍﻟﻜﺜﻴﻔﺔ‬
‫ﻨﻭﻉ‬ ‫ﺘﺤﺩﻴﺩ‬ ‫ﻓﻲ‬ ‫ﻭﻴﺭﺍﻋﻰ‬ ‫ﺍﻟﺘﻠﻑ‬ ‫ﻟﻤﻘﺎﻭﻤﺔ‬ ‫ﻜﺎﻓﻴﺔ‬‫ﺍﻟﺤﻤﺎﻴﺔ‬‫ﺍ‬ ‫ﺒـﻴﻥ‬ ‫ﺍﻟﻨﺴﺒﻴﺔ‬ ‫ﺍﻟﺤﺭﻜﺔ‬ ‫ﺍﻟﻤﺴﺘﺨﺩﻤﺔ‬‫ﻟﻌﻨـﺼﺭ‬
‫ﻭﻗـﻭﻯ‬ ‫ﻭﺍﻹﺠﻬـﺎﺩ‬ ‫ﺍﻷﺤﻤﺎل‬ ‫ﻓﻲ‬ ‫ﺍﻟﺘﻐﻴﺭ‬ ‫ﺘﺄﺜﻴﺭ‬ ‫ﻤﻥ‬ ‫ﺘﻨﺘﺞ‬ ‫ﻭﺍﻟﺘﻰ‬ ‫ﺍﻟﻜﺎﺒﻼﺕ‬ ‫ﺤﻤﺎﻴﺔ‬ ‫ﻭﻏﻼﻑ‬ ‫ﺍﻟﺨﺭﺴﺎﻨﻰ‬
‫ﻤﻨﻬﻤﺎ‬ ‫ﺃﻱ‬ ‫ﻓﻲ‬ ‫ﻭﺍﻟﺤﺭﺍﺭﺓ‬ ‫ﻭﺍﻟﺭﻁﻭﺒﺔ‬ ‫ﺍﻟﺠﻔﺎﻑ‬ ‫ﻤﻥ‬ ‫ﺍﻟﻨﺎﺸﺊ‬ ‫ﻭﺍﻻﻨﻜﻤﺎﺵ‬ ‫ﻭﺍﻻﺴﺘﺭﺨﺎﺀ‬ ‫ﺍﻟﺯﺤﻑ‬.
١٠-٧-٧‫ﺍﻟﺘﺜﺒﻴﺕ‬ ‫ﺃﻟﻭﺍﺡ‬ ‫ﻭﻗﺎﻴﺔ‬
‫ﻤﻭﻨﺔ‬ ‫ﺼﺏ‬ ‫ﻭﻴﺘﻡ‬ ، ‫ﺒﻌﻨﺎﻴﺔ‬ ‫ﺍﻟﺘﺜﺒﻴﺕ‬ ‫ﺃﻟﻭﺍﺡ‬ ‫ﻟﺤﻤﺎﻴﺔ‬ ‫ﺍﻻﺤﺘﻴﺎﻁﺎﺕ‬ ‫ﻜﺎﻓﺔ‬ ‫ﺘﺅﺨﺫ‬‫ﻋﺎﻟﻴـﺔ‬ ‫ﻤﻘﺎﻭﻤﺔ‬ ‫ﺫﺍﺕ‬
‫ﻭﺤ‬ ‫ﺍﻟﺘﺜﺒﻴﺕ‬ ‫ﻟﻭﺡ‬ ‫ﺒﻴﻥ‬ ‫ﻜﺎﻑ‬ ‫ﺒﺴﻤﻙ‬‫ﺎﻓﺔ‬‫ﺍﻹﻨﺸﺎﺌﻲ‬ ‫ﺍﻟﻌﻨﺼﺭ‬.

63. ‫ﺍﳋﺮﺳﺎﻧﻴﺔ‬ ‫ﺍﳌﻨﺸﺂﺕ‬ ‫ﻭﺗﻨﻔﻴﺬ‬ ‫ﻟﺘﺼﻤﻴﻢ‬ ‫ﺍﳌﺼﺮﻯ‬ ‫ﺍﻟﻜﻮﺩ‬٢٠٠٦‫ﺍﻟﻌﺎﺷﺮ‬ ‫ﺍﻟﺒﺎﺏ‬
١٠-٦٣
١٠-٧-٨‫ﺍﻟﺤﻘـــﻥ‬
١٠-٧-٨-١‫ﻋــــﺎﻡ‬
‫ﻤـﻥ‬ ‫ﻭﻟﻠﺘﺄﻜـﺩ‬ ‫ﺍﻟﻜﺎﺒﻼﺕ‬ ‫ﺼﺩﺃ‬ ‫ﻟﻤﻨﻊ‬ ‫ﺍﻟﻼﺤﻕ‬ ‫ﺍﻟﺸﺩ‬ ‫ﺫﺍﺕ‬ ‫ﺍﻷﻨﻅﻤﺔ‬ ‫ﻓﻰ‬ ‫ﺍﻟﻜﺎﺒﻼﺕ‬ ‫ﺤﻭل‬ ‫ﺍﻟﺤﻘﻥ‬ ‫ﻴﺘﻡ‬
‫ﺍﻟﺨﺭﺴﺎﻨﻰ‬ ‫ﻟﻠﻌﻨﺼﺭ‬ ‫ﺍﻟﻜﺎﺒﻼﺕ‬ ‫ﻤﻥ‬ ‫ﺍﻹﺠﻬﺎﺩ‬ ‫ﻨﻘل‬ ‫ﻜﻔﺎﺀﺓ‬.
١٠-٧-٨-٢‫ﺍﻷﺠﺭﺒﺔ‬ ‫ﻋﻠﻰ‬ ‫ﺍﻟﺘﻔﺘﻴﺵ‬
‫ﺘﻘـﺎﻭﻡ‬ ‫ﺒﺤﻴﺙ‬ ‫ﻤﺘﻴﻨﺔ‬ ‫ﺘﻜﻭﻥ‬ ‫ﻭﺃﻥ‬ ‫ﻟﻠﺼﺩﺃ‬ ‫ﻗﺎﺒﻠﺔ‬ ‫ﻏﻴﺭ‬ ‫ﻤﻭﺍﺩ‬ ‫ﻤﻥ‬ ‫ﻤﺼﻨﻭﻋﺔ‬ ‫ﺍﻷﺠﺭﺒﺔ‬ ‫ﺘﻜﻭﻥ‬ ‫ﺃﻥ‬ ‫ﻴﺭﺍﻋﻰ‬
‫ﻜﻤﺎ‬ ‫ﺍﻷﺠﺭﺒﺔ‬ ‫ﻓﻰ‬ ‫ﺍﻟﻤﺴﺎﺭ‬ ‫ﺃﻭ‬ ‫ﺍﻟﻘﻁﺭ‬ ‫ﻓﻰ‬ ‫ﻓﺠﺎﺌﻲ‬ ‫ﺘﻐﻴﺭ‬ ‫ﺒﻭﺠﻭﺩ‬ ‫ﺴﻤﺢ‬‫ﻴ‬ ‫ﻭﻻ‬ ‫ﻭﺍﻟﺤﻘﻥ‬ ‫ﺍﻟﺨﺭﺴﺎﻨﺔ‬ ‫ﻭﺯﻥ‬ ‫ﻀﻐﻭﻁ‬
‫ﺃﻥ‬ ‫ﻴﺠﺏ‬‫ﺒﻔﺘﺤﺎﺕ‬ ‫ﺍﻷﺠﺭﺒﺔ‬ ‫ﺘﺯﻭﺩ‬‫ﻭﺍﻟﺘﻬﻭﻴﺔ‬ ‫ﻟﻠﺤﻘﻥ‬‫ﺒﺎﻟﻤﻘﺎﺴﺎﺕ‬‫ﺍﻟﺩﻨﻴﺎ‬‫ﺒﺎﻟﺠـﺩﻭل‬ ‫ﺍﻟﻤﻭﻀـﺤﺔ‬)١٠-١٣(
‫ﻭ‬‫ﻤ‬ ‫ﻋﻠﻰ‬‫ﻋﻠﻰ‬ ‫ﺘﺯﻴﺩ‬ ‫ﻻ‬ ‫ﺴﺎﻓﺎﺕ‬١٥‫ﻤـﻥ‬ ‫ﻟﻠﺘﺄﻜـﺩ‬ ‫ﺍﻷﺠﺭﺒﺔ‬ ‫ﻋﻠﻰ‬ ‫ﺍﻟﺘﻔﺘﻴﺵ‬ ‫ﻴﺘﻡ‬ ‫ﺍﻟﺨﺭﺴﺎﻨﺔ‬ ‫ﺼﺏ‬ ‫ﻭﻗﺒل‬ ‫ﻤﺘﺭﺍ‬
‫ﺍﻟﺘﺜﺒﻴﺕ‬ ‫ﺭﺅﻭﺱ‬ ‫ﻭﺒﻴﻥ‬ ‫ﺒﻴﻨﻬﺎ‬ ‫ﺍﻟﻭﺼﻠﺔ‬ ‫ﺨﺎﺼﺔ‬ ‫ﻭﺼﻼﺘﻬﺎ‬ ‫ﺴﻼﻤﺔ‬.‫ﺃﻯ‬ ‫ﺍﺴﺘﺨﺩﺍﻡ‬ ‫ﻭﻴﻤﻜﻥ‬‫ﺃﺨـﺭﻯ‬ ‫ﻁﺭﻴﻘـﺔ‬
‫ﺍﻟﻤﺸﺭﻑ‬ ‫ﺍﻟﻤﻬﻨﺩﺱ‬ ‫ﻴﻘﺒﻠﻬﺎ‬.
١٠-٧-٨-٣‫ﺍﻟﺤﻘﻥ‬ ‫ﺇﺠﺭﺍﺀ‬
‫ﻭ‬ ‫ﺍﻟﺸﺩ‬ ‫ﺇﺠﺭﺍﺀ‬ ‫ﺒﻌﺩ‬ ‫ﻴﻤﻜﻥ‬ ‫ﻤﺎ‬ ‫ﺒﺄﺴﺭﻉ‬ ‫ﺍﻷﺠﺭﺒﺔ‬ ‫ﺤﻘﻥ‬ ‫ﺇﺠﺭﺍﺀ‬ ‫ﻴﺠﺏ‬‫ﺼـﺩﺃ‬ ‫ﺤـﺩﻭﺙ‬ ‫ﻟﻤﻨـﻊ‬ ‫ﺫﻟﻙ‬
‫ﺨﻼل‬ ‫ﺍﻟﺤﻘﻥ‬ ‫ﻤﻭﻨﻪ‬ ‫ﺍﺴﺘﺨﺩﺍﻡ‬ ‫ﻴﺠﺏ‬ ‫ﻜﻤﺎ‬ ‫ﻟﻠﻜﺎﺒﻼﺕ‬٣٠‫ﺴﺘﺨﺩﻡ‬‫ﻴ‬ ‫ﺍﻟﺘﻰ‬ ‫ﺍﻟﺤﺎﻻﺕ‬ ‫ﻓﻰ‬ ‫ﺇﻻ‬ ‫ﺍﻟﺨﻠﻁ‬ ‫ﻤﻥ‬ ‫ﺩﻗﻴﻘﺔ‬
‫ﺍﻟﺸﻙ‬ ‫ﺯﻤﻥ‬ ‫ﻟﺘﺄﺨﻴﺭ‬ ‫ﺇﻀﺎﻓﺔ‬ ‫ﻓﻴﻬﺎ‬.‫ﺒﺄﻜﻤﻠﻬـﺎ‬ ‫ﺍﻷﺠﺭﺒـﺔ‬ ‫ﻤلﺀ‬ ‫ﻴﻀﻤﻥ‬ ‫ﺒﺤﻴﺙ‬ ‫ﺍﻟﺤﻘﻥ‬ ‫ﻴﺠﺭﻯ‬ ‫ﺃﻥ‬ ‫ﻭﻴﺭﺍﻋﻰ‬
‫ﻗﺩﺭ‬ ‫ﺫﺍﺕ‬ ‫ﻤﻀﺨﺎﺕ‬ ‫ﻭﺒﺎﺴﺘﺨﺩﺍﻡ‬‫ﺓ‬‫ﺒﻤﻌﺩل‬ ‫ﺘﻀﺦ‬ ‫ﺒﺤﻴﺙ‬ ‫ﻤﻨﺎﺴﺒﺔ‬٦‫ﻤﺘﺭ‬‫ﻤﻜﻌﺏ‬‫ﺇﻟﻰ‬١٢‫ﻤﺘﺭ‬‫ﻤﻜ‬‫ﻌﺏ‬‫ﻟﻜل‬
‫ﻴﺤـﺩﺙ‬ ‫ﻻ‬ ‫ﺤﺘـﻰ‬ ‫ﻭﺒﻁﻴﺌﺎ‬ ‫ﻭﻤﻨﺘﻅﻤﺎ‬ ‫ﻤﺴﺘﻤﺭﺍ‬ ‫ﺍﻟﺤﻘﻥ‬ ‫ﻴﻜﻭﻥ‬ ‫ﻭﺒﺤﻴﺙ‬ ‫ﺍﻷﻓﻘﻴﺔ‬ ‫ﺍﻷﺠﺭﺒﺔ‬ ‫ﺤﺎﻟﺔ‬ ‫ﻓﻰ‬ ‫ﺩﻗﻴﻘﺔ‬
‫ﻤـﻊ‬ ‫ﺘﺒﺎﻋﺎ‬ ‫ﺍﻟﺘﻬﻭﻴﺔ‬ ‫ﻓﺘﺤﺎﺕ‬ ‫ﺇﻏﻼﻕ‬ ‫ﻭﻴﺘﻡ‬ ‫ﺍﺨﺘﻨﺎﻗﺎﺕ‬ ‫ﺒﻬﺎ‬ ‫ﺍﻟﺘﻰ‬ ‫ﺍﻟﻤﻨﺎﻁﻕ‬ ‫ﻓﻰ‬ ‫ﺨﺎﺼﺔ‬ ‫ﻤﻜﻭﻨﺎﺘﻪ‬ ‫ﻓﻰ‬ ‫ﺍﻨﻔﺼﺎل‬
‫ﻴﺴﺎﻭﻯ‬ ‫ﻀﻐﻁ‬ ‫ﻋﻠﻰ‬ ‫ﺍﻟﺤﻔﺎﻅ‬ ‫ﻤﻊ‬ ‫ﺍﻷﺠﺭﺒﺔ‬ ‫ﻤلﺀ‬٠,٥٠‫ﻨﻴﻭﺘﻥ‬/‫ﻤﻡ‬٢
‫ﻓﺘﺤﺔ‬ ‫ﻏﻠﻕ‬ ‫ﺒﻌﺩ‬ ‫ﺩﻗﺎﺌﻕ‬ ‫ﺨﻤﺱ‬ ‫ﻟﻔﺘﺭﺓ‬
‫ﺍﻷﺨﻴﺭﺓ‬ ‫ﺍﻟﺘﻬﻭﻴﺔ‬.‫ﺒﻤﻌﺩل‬ ‫ﺍﻟﻀﻐﻁ‬ ‫ﻴﻤﻜﻨﻬﺎ‬ ‫ﻁﻠﻤﺒﺎﺕ‬ ‫ﺍﺴﺘﺨﺩﺍﻡ‬ ‫ﻓﻴﺘﻡ‬ ‫ﺍﻟﺭﺃﺴﻴﺔ‬ ‫ﻟﻸﺠﺭﺒﺔ‬ ‫ﺒﺎﻟﻨﺴﺒﺔ‬ ‫ﺃﻤﺎ‬٢‫ﻤﺘﺭ‬
‫ﺇﻟﻰ‬٣‫ﻋﻠﻰ‬ ‫ﻴﺯﻴﺩ‬ ‫ﻻ‬ ‫ﻀﻐﻁ‬ ‫ﻋﻨﺩ‬ ‫ﺩﻗﻴﻘﺔ‬ ‫ﻟﻜل‬ ‫ﻤﺘﺭ‬٢‫ﻨﻴﻭﺘﻥ‬/‫ﻤﻡ‬٢
.
١٠-٧-٩‫ﺍﻹﺠﻬﺎﺩ‬ ‫ﺴﺒﻕ‬ ‫ﻷﻋﻤﺎل‬ ‫ﺍﻟﺠﻭﺩﺓ‬ ‫ﻀﻤﺎﻥ‬
‫ﺍﻹﺸـﺎﺭﺓ‬ ‫ﺴﺒﻕ‬ ‫ﻤﺎ‬ ‫ﺘﺸﻤل‬ ‫ﺍﻟﺠﻭﺩﺓ‬ ‫ﻟﻀﻤﺎﻥ‬ ‫ﻤﻜﺘﻭﺒﺔ‬ ‫ﺘﻔﺼﻴﻠﻴﺔ‬ ‫ﺨﻁﺔ‬ ‫ﺍﻟﻤﻘﺎﻭل‬ ‫ﻴﻘﺩﻡ‬ ‫ﺃﻥ‬ ‫ﻴﺠﺏ‬‫ﻟـﻪ‬
‫ﺸﺎﻤﻠﺔ‬ ‫ﺍﻟﺴﺎﺒﻘﺔ‬ ‫ﺒﺎﻟﺒﻨﻭﺩ‬‫ﹰ‬‫ﺎ‬‫ﺃﻴﻀ‬‫ﻴﻠﻰ‬ ‫ﻤﺎ‬:
١-‫ﺒﺎﻟﻤﺸﺭﻭﻉ‬ ‫ﺍﻟﻤﻘﺎﻭل‬ ‫ﻋﻤل‬ ‫ﻤﺠﺎل‬ ‫ﻋﻠﻴﻬﺎ‬ ‫ﻴﺸﺘﻤل‬ ‫ﺍﻟﺘﻰ‬ ‫ﺍﻷﻋﻤﺎل‬ ‫ﻟﻜﺎﻓﺔ‬ ‫ﺍﻟﺘﻨﻔﻴﺫ‬ ‫ﻭﺨﻁﻭﺍﺕ‬ ‫ﺇﺠﺭﺍﺀﺍﺕ‬
‫ﻟﻬﺎ‬ ‫ﺍﻟﻤﻜﻤﻠﺔ‬ ‫ﺍﻷﻋﻤﺎل‬ ‫ﺃﻭ‬ ‫ﺍﻹﺠﻬﺎﺩ‬ ‫ﺴﺎﺒﻘﺔ‬ ‫ﺍﻟﺨﺭﺴﺎﻨﺔ‬ ‫ﺃﻋﻤﺎل‬ ‫ﻓﻰ‬.

64. ‫ﺍﳋﺮﺳﺎﻧﻴﺔ‬ ‫ﺍﳌﻨﺸﺂﺕ‬ ‫ﻭﺗﻨﻔﻴﺬ‬ ‫ﻟﺘﺼﻤﻴﻢ‬ ‫ﺍﳌﺼﺮﻯ‬ ‫ﺍﻟﻜﻮﺩ‬٢٠٠٦‫ﺍﻟﻌﺎﺷﺮ‬ ‫ﺍﻟﺒﺎﺏ‬
١٠-٦٤
٢-‫ﺍﻟﻤﻘ‬ ‫ﻴﻘﻭﻡ‬ ، ‫ﻤﺭﺍﺤل‬ ‫ﻋﻠﻰ‬ ‫ﺍﻟﻜﺎﺒﻼﺕ‬ ‫ﺸﺩ‬ ‫ﺃﻭ‬ ‫ﻤﺭﺍﺤل‬ ‫ﻋﻠﻰ‬ ‫ﺍﻟﻤﻨﺸﺄ‬ ‫ﺘﻨﻔﻴﺫ‬ ‫ﺤﺎﻟﺔ‬ ‫ﻭﻓﻰ‬‫ﺒﻭﻀـﻊ‬ ‫ﺎﻭل‬
‫ﺍﻟﺘـﻰ‬ ‫ﺍﻟﻜـﺎﺒﻼﺕ‬ ‫ﻭﻜﺫﻟﻙ‬ ‫ﺼﺒﻪ‬ ‫ﺴﻴﺘﻡ‬ ‫ﺍﻟﺫﻯ‬ ‫ﺍﻟﻤﻨﺸﺄ‬ ‫ﻤﻥ‬ ‫ﺍﻟﺠﺯﺀ‬ ‫ﺘﺒﻴﻥ‬ ‫ﺘﻔﺼﻴﻠﻴﺔ‬ ‫ﻭﺭﺴﻭﻤﺎﺕ‬ ‫ﺨﻁﺔ‬
‫ﺍﻟﻜـﺎﺒﻼﺕ‬ ‫ﻭﺍﺴﺘﻁﺎﻟﺔ‬ ‫ﺍﻟﺸﺩ‬ ‫ﻤﺭﺍﺤل‬ ‫ﻤﻥ‬ ‫ﻤﺭﺤﻠﺔ‬ ‫ﻜل‬ ‫ﻓﻰ‬ ‫ﺒﻬﺎ‬ ‫ﺍﻟﺸﺩ‬ ‫ﺴﻴﺘﻡ‬ ‫ﺍﻟﺘﻰ‬ ‫ﻭﺍﻟﻘﻭﺓ‬ ‫ﺸﺩﻫﺎ‬ ‫ﺴﻴﺘﻡ‬
‫ﻨﺘﻴﺠـﺔ‬ ‫ﺍﻟـﺸﺩﺓ‬ ‫ﻋﻥ‬ ‫ﺍﻟﻤﻨﺸﺄ‬ ‫ﻤﻥ‬ ‫ﺠﺯﺀ‬ ‫ﺍﻨﻔﺼﺎل‬ ‫ﻋﺩﻡ‬ ‫ﻤﻥ‬ ‫ﺍﻟﺘﺄﻜﺩ‬ ‫ﻭﺤﺴﺎﺒﺎﺕ‬ ‫ﻟﻠﺸﺩ‬ ‫ﻤﺭﺤﻠﺔ‬ ‫ﻜل‬ ‫ﻓﻰ‬
‫ﺍﻟﺸﺩ‬.
٣-‫ﺍﻟﻤﻌﺩ‬‫ﺘﻌﺎﻴﺭ‬ ‫ﺍﻟﺘﻰ‬ ‫ﻟﻸﺠﻬﺯﺓ‬ ‫ﺍﻟﻤﻌﺎﻴﺭﺓ‬ ‫ﻭﺃﺴﺎﻟﻴﺏ‬ ‫ﻭﺸﻬﺎﺩﺍﺕ‬ ‫ﺍﻟﻤﺤﻘﻘﺔ‬ ‫ﺍﻟﺩﻗﺔ‬ ‫ﺸﺎﻤﻠﺔ‬ ‫ﺍﺕ‬.
٤-‫ﺍﻟﺠﻬـﺔ‬ ‫ﻤـﻥ‬ ‫ﻤﻌﺘﻤﺩﺓ‬ ‫ﺍﺨﺘﺒﺎﺭﺍﺕ‬ ‫ﻤﻌﺎﻤل‬ ‫ﻓﻰ‬ ‫ﺍﺠﺭﺍﺅﻫﺎ‬ ‫ﺘﻡ‬ ‫ﻭﺍﻟﺘﻰ‬ ‫ﺍﻟﻤﻭﺍﺩ‬ ‫ﻋﻠﻰ‬ ‫ﺍﻻﺨﺘﺒﺎﺭﺍﺕ‬ ‫ﻨﺘﺎﺌﺞ‬
‫ﺍﻟﻤﺸﺭﻓﺔ‬.
٥-‫ﺍﻟﻜﺎﺒﻼﺕ‬ ‫ﺸﺩ‬ ‫ﻋﻤﻠﻴﺎﺕ‬ ‫ﺃﺜﻨﺎﺀ‬ ‫ﺨﺎﺼﺔ‬ ‫ﺍﻟﺘﻨﻔﻴﺫ‬ ‫ﻤﺭﺍﺤل‬ ‫ﺠﻤﻴﻊ‬ ‫ﻓﻰ‬ ‫ﺒﺎﻟﻤﻭﻗﻊ‬ ‫ﺍﻟﺴﻼﻤﺔ‬ ‫ﺇﺠﺭﺍﺀﺍﺕ‬.
٦-‫ﻁﺭﻴﻘﺔ‬‫ﺍﻟﺼﺩﺃ‬ ‫ﺃﻭ‬ ‫ﺍﻟﺘﻠﻑ‬ ‫ﺃﻭ‬ ‫ﻟﻠﺭﻁﻭﺒﺔ‬ ‫ﺘﺘﻌﺭﺽ‬ ‫ﻻ‬ ‫ﺤﺘﻰ‬ ‫ﺍﻟﻤﻭﻗﻊ‬ ‫ﻓﻰ‬ ‫ﺍﻟﻤﻭﺍﺩ‬ ‫ﻭﺘﺸﻭﻴﻥ‬ ‫ﺤﻔﻅ‬.
٧-‫ﻭﺍﻟﻤﻭﻨـﺔ‬ ‫ﺍﻟﺨﺭﺴﺎﻨﺔ‬ ‫ﻋﻠﻰ‬ ‫ﺒﻬﺎ‬ ‫ﺴﻴﻘﻭﻡ‬ ‫ﺍﻟﺘﻰ‬ ‫ﺍﻻﺨﺘﺒﺎﺭﺍﺕ‬ ‫ﻋﻥ‬ ‫ﻤﻔﺼﻠﺔ‬ ‫ﺨﻁﺔ‬ ‫ﺒﺘﻘﺩﻴﻡ‬ ‫ﺍﻟﻤﻘﺎﻭل‬ ‫ﻴﻘﻭﻡ‬
‫ﻟﻤﺘﻁﻠﺒـﺎﺕ‬ ‫ﺍﻟﻌﻴﻨﺎﺕ‬ ‫ﺃﺤﺩ‬ ‫ﺘﺤﻘﻴﻕ‬ ‫ﻋﺩﻡ‬ ‫ﺤﺎﻟﺔ‬ ‫ﻓﻰ‬ ‫ﺍﺘﺨﺎﺫﻫﺎ‬ ‫ﺴﻴﺘﻡ‬ ‫ﺍﻟﺘﻰ‬ ‫ﻭﺍﻻﺠﺭﺍﺀﺍﺕ‬ ‫ﺍﻟﺼﺏ‬ ‫ﺃﺜﻨﺎﺀ‬
‫ﺍﻻﺨﺘﺒﺎﺭ‬.
٨-‫ﺍ‬ ‫ﻴﻘﺩﻡ‬‫ﺍﻟﻐﻁﺎﺀ‬ ‫ﻋﻠﻰ‬ ‫ﺍﻟﻤﺤﺎﻓﻅﺔ‬ ‫ﻤﻥ‬ ‫ﻟﻠﺘﺄﻜﺩ‬ ‫ﺒﻬﺎ‬ ‫ﺴﻴﻘﻭﻡ‬ ‫ﺍﻟﺘﻰ‬ ‫ﺍﻹﺠﺭﺍﺀﺍﺕ‬ ‫ﻋﻥ‬ ‫ﻤﻔﺼﻠﺔ‬ ‫ﺨﻁﺔ‬ ‫ﻟﻤﻘﺎﻭل‬
، ‫ﺍﻟـﺼﺏ‬ ‫ﻭﺃﺜﻨﺎﺀ‬ ‫ﺍﻟﺼﺏ‬ ‫ﻗﺒل‬ ‫ﺃﻤﺎﻜﻨﻬﺎ‬ ‫ﻓﻰ‬ ‫ﺒﺎﻷﺠﺭﺒﺔ‬ ‫ﺍﻻﺤﺘﻔﺎﻅ‬ ‫ﻭﻀﻤﺎﻥ‬ ، ‫ﻟﻸﺠﺭﺒﺔ‬ ‫ﺍﻟﺨﺭﺴﺎﻨﻰ‬
‫ﺍﻟﺘـﺴﻠﻴﺢ‬ ‫ﺼﻠﺏ‬ ‫ﺘﺭﻜﻴﺏ‬ ‫ﻋﻤﻠﻴﺎﺕ‬ ‫ﻨﺘﻴﺠﺔ‬ ‫ﺘﺜﺒﻴﺘﻬﺎ‬ ‫ﺃﻤﺎﻜﻥ‬ ‫ﻤﻥ‬ ‫ﺍﻟﻜﺎﺒﻼﺕ‬ ‫ﺃﻭ‬ ‫ﺍﻷﺠﺭﺒﺔ‬ ‫ﺘﺤﺭﻙ‬ ‫ﻭﻋﺩﻡ‬
‫ﺍﻟ‬ ‫ﺘﺭﻜﻴﺏ‬ ‫ﺃﻭ‬ ‫ﺍﻟﺨﺭﺴﺎﻨﺔ‬ ‫ﺼﺏ‬ ‫ﺃﻭ‬‫ﺸﺩﺓ‬.
٩-‫ﺘﻤـﺎﻡ‬ ‫ﻤﻥ‬ ‫ﻟﻠﺘﺄﻜﺩ‬ ‫ﺍﻷﺠﺭﺒﺔ‬ ‫ﻤﺴﺎﺭ‬ ‫ﻋﻠﻰ‬ ‫ﺍﻟﻤﺘﻠﻔﺔ‬ ‫ﻏﻴﺭ‬ ‫ﺍﻻﺨﺘﺒﺎﺭﺍﺕ‬ ‫ﺒﻌﻤل‬ ‫ﺍﻟﻤﻘﺎﻭل‬ ‫ﻴﻘﻭﻡ‬ ‫ﺃﻥ‬ ‫ﻴﻔﻀل‬
‫ﺃﻁﻭﺍﻟﻬﺎ‬ ‫ﺒﻜﺎﻤل‬ ‫ﺒﺎﻟﻤﻭﻨﺔ‬ ‫ﺍﻷﺠﺭﺒﺔ‬ ‫ﺤﻘﻥ‬.
١٠-‫ﺴـﻴﺘﻡ‬ ‫ﺍﻟﺘﻰ‬ ‫ﻭﺍﻟﻤﻌﺩﺍﺕ‬ ‫ﺍﻟﺼﺏ‬ ‫ﻭﻭﻗﺕ‬ ‫ﺍﻟﺨﺭﺴﺎﻨﺔ‬ ‫ﺼﺏ‬ ‫ﻁﺭﻴﻘﺔ‬ ‫ﻋﻥ‬ ‫ﻤﻔﺼﻠﺔ‬ ‫ﺨﻁﺔ‬ ‫ﺍﻟﻤﻘﺎﻭل‬ ‫ﻴﻘﺩﻡ‬
‫ﻟ‬ ‫ﺍﺘﺨﺎﺫﻫﺎ‬ ‫ﺴﻴﺘﻡ‬ ‫ﺍﻟﺘﻰ‬ ‫ﻭﺍﻹﺠﺭﺍﺀﺍﺕ‬ ‫ﺍﻟﺼﺏ‬ ‫ﺃﺜﻨﺎﺀ‬ ‫ﺍﺴﺘﺨﺩﺍﻤﻬﺎ‬‫ﻤﺭﺤﻠـﺔ‬ ‫ﻓﻰ‬ ‫ﺍﻟﺨﺭﺴﺎﻨﺔ‬ ‫ﺘﺸﺭﺥ‬ ‫ﻤﻨﻊ‬
‫ﺘﻜﺜﻴـﻑ‬ ‫ﺒﻬـﺎ‬ ‫ﺍﻟﺘﻰ‬ ‫ﺍﻟﻤﻨﺎﻁﻕ‬ ‫ﺇﻟﻰ‬ ‫ﺍﻟﺼﺏ‬ ‫ﺃﺜﻨﺎﺀ‬ ‫ﺍﻟﺨﺭﺴﺎﻨﺔ‬ ‫ﻭﺼﻭل‬ ‫ﻭﻀﻤﺎﻥ‬ ، ‫ﺍﻟﻠﺩﻨﺔ‬ ‫ﺍﻟﺨﺭﺴﺎﻨﺔ‬
‫ﺍﻟﻤﻭﻗﻊ‬ ‫ﻓﻰ‬ ‫ﺒﺘﻭﻓﻴﺭﻫﺎ‬ ‫ﺴﻴﻘﻭﻡ‬ ‫ﺍﻟﺘﻰ‬ ‫ﺍﻟﺒﺩﻴﻠﺔ‬ ‫ﺍﻟﻁﺎﻗﺔ‬ ‫ﻤﺼﺎﺩﺭ‬ ‫ﻭﻜﺫﻟﻙ‬ ، ‫ﺍﻟﺘﺴﻠﻴﺢ‬ ‫ﻟﺼﻠﺏ‬.
١١-‫ﺍﻟـﻭﺍﺡ‬ ‫ﺤﻤﺎﻴﺔ‬ ‫ﺸﺎﻤﻠﺔ‬ ‫ﺍﻟﺨﺭﺴﺎﻨﺔ‬ ‫ﻤﻌﺎﻟﺠﺔ‬ ‫ﺇﺠﺭﺍﺀﺍﺕ‬ ‫ﻋﻥ‬ ‫ﻤﻔﺼﻠﺔ‬ ‫ﺨﻁﺔ‬ ‫ﺍﻟﻤﻘﺎﻭل‬ ‫ﻴﻘﺩﻡ‬
‫ﻤﻥ‬ ‫ﺍﻟﺘﺜﺒﻴﺕ‬‫ﺍﻟﻤﻌﺎﻟﺠﺔ‬ ‫ﻤﻴﺎﻩ‬.