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ĐỒ ÁN NỀN VÀ MÓNG-ĐHSPKTHCM
1.
C 50 300 50 5030050 100
1500 1500 100 10012501250100 100 3000 100 1002500100 1 Ø12a140 2 Ø12a200 8 Level 1 +0.000 C Level 2 -0.550 100 2500 100 350200100 5050 1100 300 1100 1 Ø12a1402 Ø12a200 COLUMN 8C (C300x300) 100 3000 100 100 2500 100 1 Ø12a140 2 Ø12a200 Level 1 +0.000 D E F G Level 4 -0.900 5 KC02 7 KC02 8 KC02 9 KC02 10 KC02 11 KC02 1200 5000 4500 4000 1300 1200 1300 2400 1300 1200 2100 1200 1100 1800 1100 1300 1200 850 3300 850 4500 700 2600 700 1300 900100 13 Ø8 13 Ø8 13 Ø8 13 Ø8 13 Ø8 12 Ø8 13 Ø8 13 Ø8 3 6Ø25 a250 a200 a250 a200 a200 a250 a200 a200 a250 a200 a250 11 4Ø25 3 6Ø25 5 6Ø22 8 2Ø22 3 6Ø25 9 5Ø25 6 3Ø22 10 2Ø25 9 5Ø25 10 2Ø25 10 2Ø25 9 5Ø25 2 Ø14a200 2 Ø14a200 2 Ø14a200 1 Ø14a200 4 4Ø14 Level 1 +0.000 Level 4 -0.900 100 2000 100 10001000 900100 300300300100 50 50 400 2 Ø14a2001 Ø14a200 9 5Ø25 10 2Ø25 3 6Ø254 4Ø14 12 Ø8a200 8 Level 1 +0.000 Level 4 -0.900 100 2000 100 10001000 900100 300300300100 50 50 400 10 2Ø25 4 4Ø14 3 6Ø25 1 Ø14a200 2 Ø14a200 12 Ø8a250 6 3Ø22 9 5Ø25 8 Level 1 +0.000 Level 4 -0.900 100 2000 100 10001000 900100 300300300100 50 50 400 9 5Ø25 10 2Ø25 5 6Ø224 4Ø14 3 6Ø25 2 Ø14a200 1 Ø14a200 12 Ø8a200 8 Level 1 +0.000 Level 4 -0.900 100 2000 100 10001000 900100 300300300100 50 50 400 9 5Ø25 3 6Ø25 4 4Ø14 10 2Ø25 12 Ø8 2 Ø14a200 1 Ø14a200 a250 8 Level 1 +0.000 Level 4 -0.900 100 2000 100 10001000 900100 300300300100 50 50 400 9 5Ø25 10 2Ø25 4 4Ø14 3 6Ø25 8 2Ø22 2 Ø14a200 1 Ø14a200 12 Ø8a200 8 Level 1 +0.000 Level 4 -0.900 100 2000 100 10001000 900100 300300300100 50 50 400 4 4Ø14 10 2Ø25 3 6Ø25 12 Ø8 2 Ø14a200 1 Ø14a200 a250 9 5Ø2519 1Ø22 8 Level 3 -0.600 Level 1 +0.000 A 100 850 850 100 399 451 450 400 100600 7 Ø12a2007 Ø12a140 COLUMN 8A (C400x400) 2 Ø102 Ø10 1 Ø14a200 1 Ø14a140 PILE 300X300 PILE 300X300 1 Ø8a50 1 Ø8a50 15 Ø20 A 100 1700 100 400 900 400 1001700100 400900400 100 850 850 100 250 600 600 250 100850850100 249601600250 8 7 Ø12a140 7 Ø12a200 1 Ø14a140 1 Ø14a200 D E F G 300 300 300 300 300 300 300 300 100 2000 100 750 50 400 50 750 100 2000 100 750 50 400 50 750 12005000450040001300 8 10000 307100050067001000500 19972000 1 Ø8a50 1 Ø8a100 16 Ø16 1 Ø8a200 1 Ø8a200 1 Ø8a100 1 Ø8a50 15 Ø20 14 Ø20 300 23 Ø8a50 15 Ø20 23 Ø8a50 1 Ø8a50 1 Ø8a100 16 Ø16 1 Ø8a200 1 Ø8a200 16 Ø16 1 Ø8a100 1 Ø8a50 3 Ø25 9 5Ø25 6 3Ø22 10 2Ø25 9 5Ø25 10 2Ø25 9 5Ø25 19 1Ø22 3 6Ø25 5 6Ø22 3 6Ø25 8 2Ø22 1 Ø14a200 2 Ø14a200 A B C D E F G 9 10765 82 3 41 41000 4500 3500 4500 4500 5000 5000 4500 4500 5000 27000 400045005000400045005000 1 Ø8a50 3 Ø25 5 Ø8 15 Ø20 www.autodesk.com/revit Scale Checked by Drawn by Date Project number Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mail As indicated 12/5/20191:45:36PM FOUNDATION PROJECT Project Number Project Name Owner Issue Date Tôn Quốc Khang Lê Phương Bình KC02 No. Description Date TL1 : 30 KC02 PAD FOUNDATION DETAIL1 TL1 : 30 KC02 PAD FOUNDATION SECTION3 TL KC02 3D PAD FOUNDATION 4 TL 1 : 50 KC02 STRIP FOUNDATION6 TL1 : 30 KC02 SECTION 15 TL1 : 30 KC02 SECTION 27 TL1 : 30 KC02 SECTION 38 TL1 : 30 KC02 SECTION 49 TL1 : 30 KC02 SECTION 510 TL1 : 30 KC02 SECTION 6 11 TL1 : 30 KC02 PILE FOUNDATION SECTION13 TL1 : 30 KC02 PILE FOUNDATION DETAIL14 TL KC02 3D PILE FOUNDATION15 TL 1 : 50 KC02 STRIP FOUNDATION DETAIL 16 TL 1 : 25 KC02 PILE SECTION17 TL KC02 3D PILE18 TL KC02 3D STRIP FOUDATION19 TL1 : 300 KC02 COLUMN PLAN2 Rebar Schedule Pile Foundation Partition Rebar Number Shape Image Bar Diameter Quantity rebar in Element Bar Length Total bar length Mass FOUNDATION 8A FOUNDATION 8A 1 14 22 2.131 m 46.881 m 56.65 kg FOUNDATION 8A 2 10 1 6.507 m 6.507 m 4.01 kg FOUNDATION 8A 3 18 1 3.365 m 3.365 m 6.72 kg FOUNDATION 8A 4 18 1 3.366 m 3.366 m 6.72 kg FOUNDATION 8A 5 18 1 3.485 m 3.485 m 6.96 kg FOUNDATION 8A 6 18 1 3.492 m 3.492 m 6.98 kg FOUNDATION 8A 7 12 22 47.017 m 41.74 kg Grand total: 9 49 114.114 m 129.79 kg TL KC02 3D PILE DETAIL 12
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