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‫ت‬‫ي‬‫ت‬‫س‬ ‫و‬ ‫ه‬‫ر‬‫ب‬‫ط‬‫ع‬ ‫ي‬‫ل‬‫ا‬‫ع‬‫أ‬ ‫ي‬‫د‬‫س‬ ‫ع‬‫م‬‫ج‬‫م‬ ‫ع‬‫و‬‫ر‬‫ش‬‫م‬
‫المانعه‬ ‫المواد‬ ‫في‬ ‫المهندسين‬ ‫تدريب‬ ‫دورة‬
‫للتسرب‬
awad hamdan
1
‫تعارف‬:‫عوض‬‫عبدهللا‬‫حمدان‬
‫مدنية‬ ‫هندسة‬ ‫أخصائي‬ ‫مهندس‬
‫ستيت‬ ‫و‬ ‫عطبرة‬ ‫أعالي‬ ‫سدي‬ ‫بمجمع‬ ‫الخرسانية‬ ‫األعمال‬ ‫مدير‬/‫تن‬ ‫وحدة‬‫فيذ‬
‫السدود‬/‫الكهرباء‬ ‫و‬ ‫المائية‬ ‫الموارد‬ ‫وزارة‬.
‫أخصائي‬ ‫بدرجة‬ ‫السوداني‬ ‫الهندسي‬ ‫المجلس‬ ‫عضو‬.
‫السودانية‬ ‫الهندسية‬ ‫الجمعية‬ ‫عضو‬.
‫تركيا‬ ‫من‬ ‫كل‬ ‫في‬ ‫السدود‬ ‫تنفيذ‬ ‫و‬ ‫تصميم‬ ‫في‬ ‫خارجية‬ ‫دورات‬/‫المغر‬‫ب‬
/‫العراق‬.
‫الروصيرص‬ ‫خزان‬ ‫تعلية‬ ‫في‬ ‫أداريه‬ ‫و‬ ‫تنفيذية‬ ‫خبرة‬/‫مروي‬ ‫سد‬/‫مج‬‫مع‬
‫وستيت‬ ‫عطبرة‬ ‫أعالي‬ ‫سدي‬.
awad hamdan
2
‫البرنامج‬ ‫دليل‬
‫أسم‬‫البرنامج‬‫المستهدفون‬ ‫العام‬ ‫الهدف‬
‫تنف‬ ‫وحدة‬ ‫مهندسو‬ ‫بتكنولجيا‬ ‫األلمام‬ ‫وحدة‬ ‫مهندسي‬ ‫تدريب‬‫يذ‬
‫السدود‬
‫في‬ ‫التسرب‬ ‫موانع‬ ‫المواد‬ ‫في‬ ‫السدود‬ ‫تنفيذ‬
‫السدود‬ ‫للتسرب‬ ‫المانعه‬
awad hamdan
3
Program Contents
Water Stops
Elastometric Water Stops
Thermoplastic Water Stops
Water tight of joints in concrete structures using water
stops
Problems of using water stops
Connection of water stops on site
Connection of water stops on workshop
Structural requirements
Method of connection
Handling and installing of water stops
Construction joints
awad hamdan
4
UNIT 1
Types of Water stops
awad hamdan
5
Aim OF Unit 1
Knowledge of Water Stops Types
awad hamdan
6
Unit 2
Water Stops @ Standard Materials
Elastometric DIN 7865 :2008-02
Thermoplastic DIN 18541:2006-09
awad hamdan
7
Unit 3
Elastometric Water Stops
For Expansion or Construction Joints use [FM, FMS,
AM]
For Construction Joints use [F,FS,A]
awad hamdan
8
Thermoplastic Water Stops : DIN 18541
For expansion or construction joints use [D,DA,FA]
For Construction joints use [FA,A,AA]
awad hamdan
9
Unit 5 Water Tight in Concrete Structures
Using Water Stops
awad hamdan
10
Problems Water Stops
Connections
Type of Equipment Used
Poor Workmanship
Quality of Connections
Accuracy of Positioning
awad hamdan
11
UNIT 7
Connection of Water Stops On Site
Water Stop must be executed on site
Must be perpendicular to the water flow
Use Butt Welding for joints
Use same level
Use same profile
awad hamdan
12
Structral Requirement
Compatible System
Rectangular Shapes
No Offsets
Use few Connections
Use Rectangular Intersection if possible
awad hamdan
13
Other Structural Requirements
Spacing of Connections
On Site >.5 m
In Workshop >1.0 m
Spacing On Edges >.5 m
awad hamdan
14
Unit 10
Method Of Connection
Skilled Staff
Trained Specialists on Connections
Trained specialists on welding
awad hamdan
15
Unit 11
Handling Insallations
Smooth Transport @ Positioning
Store Water stops inside protected area
Space for fixing
Avoid Wrinkles @ Dislocations
awad hamdan
16
Unit 12
Handling and Installion
Safe Keeping
Good Form Work [no leakage]
Fill good concrete all round
Spacing of reinforcement
Engineer Supervision during casting
awad hamdan
17
Unit 13
Construction Joints
Make Primary Concrete rough and wet before
casting
Clean dirt and cement sludge
Take any remain or carter out of the joints
Use second stage or secondry concrete about 8mm
well compacted
awad hamdan
18
Conclusion
The Engineer is now able to understand basic
concepts and knowledge of use of water stops and
their use to produce water tight concrete in dams
awad hamdan
19
References
Technical Specifications of Dam Complex of Upper
Atbra Project [DCUAP]
DIN 7865:2008-2
DIN 18541:2006-09
awad hamdan
20
Communication
E-mail . Awad52abdallagmail.com
oi29172899
Thank You For Your Follow up
awad hamdan
21

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دورة تدريب المهندسين في المواد المانعه للتسرب (2)

  • 1. ‫ت‬‫ي‬‫ت‬‫س‬ ‫و‬ ‫ه‬‫ر‬‫ب‬‫ط‬‫ع‬ ‫ي‬‫ل‬‫ا‬‫ع‬‫أ‬ ‫ي‬‫د‬‫س‬ ‫ع‬‫م‬‫ج‬‫م‬ ‫ع‬‫و‬‫ر‬‫ش‬‫م‬ ‫المانعه‬ ‫المواد‬ ‫في‬ ‫المهندسين‬ ‫تدريب‬ ‫دورة‬ ‫للتسرب‬ awad hamdan 1
  • 2. ‫تعارف‬:‫عوض‬‫عبدهللا‬‫حمدان‬ ‫مدنية‬ ‫هندسة‬ ‫أخصائي‬ ‫مهندس‬ ‫ستيت‬ ‫و‬ ‫عطبرة‬ ‫أعالي‬ ‫سدي‬ ‫بمجمع‬ ‫الخرسانية‬ ‫األعمال‬ ‫مدير‬/‫تن‬ ‫وحدة‬‫فيذ‬ ‫السدود‬/‫الكهرباء‬ ‫و‬ ‫المائية‬ ‫الموارد‬ ‫وزارة‬. ‫أخصائي‬ ‫بدرجة‬ ‫السوداني‬ ‫الهندسي‬ ‫المجلس‬ ‫عضو‬. ‫السودانية‬ ‫الهندسية‬ ‫الجمعية‬ ‫عضو‬. ‫تركيا‬ ‫من‬ ‫كل‬ ‫في‬ ‫السدود‬ ‫تنفيذ‬ ‫و‬ ‫تصميم‬ ‫في‬ ‫خارجية‬ ‫دورات‬/‫المغر‬‫ب‬ /‫العراق‬. ‫الروصيرص‬ ‫خزان‬ ‫تعلية‬ ‫في‬ ‫أداريه‬ ‫و‬ ‫تنفيذية‬ ‫خبرة‬/‫مروي‬ ‫سد‬/‫مج‬‫مع‬ ‫وستيت‬ ‫عطبرة‬ ‫أعالي‬ ‫سدي‬. awad hamdan 2
  • 3. ‫البرنامج‬ ‫دليل‬ ‫أسم‬‫البرنامج‬‫المستهدفون‬ ‫العام‬ ‫الهدف‬ ‫تنف‬ ‫وحدة‬ ‫مهندسو‬ ‫بتكنولجيا‬ ‫األلمام‬ ‫وحدة‬ ‫مهندسي‬ ‫تدريب‬‫يذ‬ ‫السدود‬ ‫في‬ ‫التسرب‬ ‫موانع‬ ‫المواد‬ ‫في‬ ‫السدود‬ ‫تنفيذ‬ ‫السدود‬ ‫للتسرب‬ ‫المانعه‬ awad hamdan 3
  • 4. Program Contents Water Stops Elastometric Water Stops Thermoplastic Water Stops Water tight of joints in concrete structures using water stops Problems of using water stops Connection of water stops on site Connection of water stops on workshop Structural requirements Method of connection Handling and installing of water stops Construction joints awad hamdan 4
  • 5. UNIT 1 Types of Water stops awad hamdan 5
  • 6. Aim OF Unit 1 Knowledge of Water Stops Types awad hamdan 6
  • 7. Unit 2 Water Stops @ Standard Materials Elastometric DIN 7865 :2008-02 Thermoplastic DIN 18541:2006-09 awad hamdan 7
  • 8. Unit 3 Elastometric Water Stops For Expansion or Construction Joints use [FM, FMS, AM] For Construction Joints use [F,FS,A] awad hamdan 8
  • 9. Thermoplastic Water Stops : DIN 18541 For expansion or construction joints use [D,DA,FA] For Construction joints use [FA,A,AA] awad hamdan 9
  • 10. Unit 5 Water Tight in Concrete Structures Using Water Stops awad hamdan 10
  • 11. Problems Water Stops Connections Type of Equipment Used Poor Workmanship Quality of Connections Accuracy of Positioning awad hamdan 11
  • 12. UNIT 7 Connection of Water Stops On Site Water Stop must be executed on site Must be perpendicular to the water flow Use Butt Welding for joints Use same level Use same profile awad hamdan 12
  • 13. Structral Requirement Compatible System Rectangular Shapes No Offsets Use few Connections Use Rectangular Intersection if possible awad hamdan 13
  • 14. Other Structural Requirements Spacing of Connections On Site >.5 m In Workshop >1.0 m Spacing On Edges >.5 m awad hamdan 14
  • 15. Unit 10 Method Of Connection Skilled Staff Trained Specialists on Connections Trained specialists on welding awad hamdan 15
  • 16. Unit 11 Handling Insallations Smooth Transport @ Positioning Store Water stops inside protected area Space for fixing Avoid Wrinkles @ Dislocations awad hamdan 16
  • 17. Unit 12 Handling and Installion Safe Keeping Good Form Work [no leakage] Fill good concrete all round Spacing of reinforcement Engineer Supervision during casting awad hamdan 17
  • 18. Unit 13 Construction Joints Make Primary Concrete rough and wet before casting Clean dirt and cement sludge Take any remain or carter out of the joints Use second stage or secondry concrete about 8mm well compacted awad hamdan 18
  • 19. Conclusion The Engineer is now able to understand basic concepts and knowledge of use of water stops and their use to produce water tight concrete in dams awad hamdan 19
  • 20. References Technical Specifications of Dam Complex of Upper Atbra Project [DCUAP] DIN 7865:2008-2 DIN 18541:2006-09 awad hamdan 20