Earth-rock dam composite core wall structure and construction method thereof

A construction method and technology for earth-rock dams, applied in dams, barrages, wall dams, etc., can solve problems such as a large number of additional resources of the anti-seepage system, affecting the safe operation of dams, and core wall defects, and reduce engineering investment and operating costs. , Improve stability and durability, improve the effect of impermeability

Pending Publication Date: 2019-07-12
SINOHYDRO FOUND ENG
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  • Summary
  • Abstract
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  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0002] In the design and construction of earth-rock dams, roller compacted asphalt concrete or local cohesive soil are widely used as anti-seepage core wall materials. In practice, asphalt concrete or cohesive soil is used as anti-seepage core wall dam construction materials, which have strict specifications and test requirements for construction technology , but in the completed roller compacted asphalt concrete core wall dams or clay core wall dams, some dams still have core wall defects or even anti-seepage failures due to dam settlement or construction quality in the later stage, and the realization of The repair of the anti-seepage system requires a lot of additional resources, which will seriously affect the safe operation of the dam

Method used

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  • Earth-rock dam composite core wall structure and construction method thereof
  • Earth-rock dam composite core wall structure and construction method thereof
  • Earth-rock dam composite core wall structure and construction method thereof

Examples

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Embodiment 1

[0030] The basic core wall in this embodiment is an asphalt concrete core wall 21 .

[0031] Such as figure 1 As shown, this embodiment provides an earth-rock dam HDPE membrane and asphalt concrete composite core wall structure, including: an asphalt concrete core wall 21 filled in the middle; an HDPE membrane 1 closely attached to the upstream surface of the asphalt concrete core wall 21 .

[0032] Wherein, in this embodiment, the cationic asphalt paint coating 41 is applied on the downstream surface of the HDPE diaphragm 1 to achieve close adhesion with the asphalt concrete core wall 21 . And the HDPE diaphragm 1 of this embodiment adopts the HDPE diaphragm with enhanced heat resistance.

[0033] Present embodiment also provides a kind of construction method of HDPE film and asphalt concrete composite core wall, comprising:

[0034] 1. In the design stage, calculate and check the HDPE membrane and asphalt concrete core wall earth-rock dam structure to form the design draw...

Embodiment 2

[0052] The basic core of this embodiment is a clay core 22 .

[0053] Such as image 3 As shown, this embodiment provides an HDPE membrane and clay composite core wall structure for an earth-rock dam, including: a clay core wall 22 filled in the middle; and an HDPE membrane 1 tightly attached to the upstream surface of the clay core wall 22 .

[0054] Wherein, in this embodiment, the clay slurry coating 42 is applied on the downstream surface of the HDPE diaphragm 1 to achieve close adhesion with the clay core wall 22 . The HDPE diaphragm 1 of this embodiment adopts a standard HDPE diaphragm.

[0055] Present embodiment also provides a kind of construction method of HDPE film and clay composite core wall, comprising:

[0056] 1. In the design stage, calculate and check the HDPE membrane and clay core earth-rock dam structure to form the design drawing of the dam;

[0057] During the construction stage, the foundation is excavated and anti-seepage treated, and the clay core ...

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Abstract

The invention discloses an earth-rock dam composite core wall structure and a construction method thereof. The earth-rock dam composite core wall structure comprises an asphalt concrete core wall or aclay core wall filled in the center, and an HDPE diaphragm; a core wall foundation is arranged at the bottom of the asphalt concrete core wall or the clay core wall; the HDPE diaphragm is closely attached to the upstream face of the asphalt concrete core wall or the clay core wall; and before the asphalt concrete core wall or the clay core wall is filled, the HDPE diaphragm is arranged on the upstream side of the asphalt concrete core wall or the clay core wall firstly, and the bottom of the HDPE diaphragm is embedded into the core wall foundation. According to the earth-rock dam composite core wall structure, the influence of the environment on filling of the asphalt concrete core wall or the clay core wall is reduced, the life of an earth-rock dam anti-seepage system is prolonged, and the stability of the earth-rock dam anti-seepage system is improved.

Description

technical field [0001] The invention relates to the technical field of anti-seepage of the core wall of an earth-rock dam, in particular to a composite core wall structure and a construction method of an earth-rock dam. Background technique [0002] In the design and construction of earth-rock dams, roller compacted asphalt concrete or local cohesive soil are widely used as anti-seepage core wall materials. In practice, asphalt concrete or cohesive soil is used as anti-seepage core wall dam construction materials, which have strict specifications and test requirements for construction technology , but in the completed roller compacted asphalt concrete core wall dams or clay core wall dams, some dams still have core wall defects or even anti-seepage failures due to dam settlement or construction quality in the later stage, and the realization of The restoration of the anti-seepage system requires a lot of additional resources, which will seriously affect the safe operation of...

Claims

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Application Information

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IPC IPC(8): E02B7/06E02B7/08
CPCE02B7/06E02B7/08Y02A10/11
Inventor 徐方才丁耀华刘典忠杨普胜王丽华布浩然黄志雄宁隆姚远张成胜杨卫杰陈天增周发友张天翔
Owner SINOHYDRO FOUND ENG
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