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Gravity dam upstream face geomembrane anti-seepage and drainage structure and construction method thereof

A technology of anti-seepage drainage and geomembrane, which is applied in the direction of gravity dams, dams, water conservancy projects, etc., can solve problems such as gaps, increased investment or operation and maintenance costs, and the impact of anti-seepage capabilities, so as to reduce project investment and simplify the dam body Structural zoning and the effect of reducing construction technical requirements

Pending Publication Date: 2019-04-02
POWERCHINA HUADONG ENG COPORATION LTD
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

However, due to many factors affecting the anti-seepage performance of concrete, in addition to the mix ratio, the quality control of the pouring process, curing conditions, and the external working environment will all affect the anti-seepage ability of the finished concrete structure, especially the temperature cracks during the construction process. Generation and interlayer seams at the junction of different warehouse surfaces
Although stone masonry dams and rockfill concrete dams significantly

Method used

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  • Gravity dam upstream face geomembrane anti-seepage and drainage structure and construction method thereof
  • Gravity dam upstream face geomembrane anti-seepage and drainage structure and construction method thereof
  • Gravity dam upstream face geomembrane anti-seepage and drainage structure and construction method thereof

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Embodiment Construction

[0034] Such as figure 1 , figure 2 As shown, the present embodiment is a geomembrane anti-seepage drainage structure on the upstream surface of a gravity dam, and a geomembrane anti-seepage structure 6 is arranged on the upstream surface of the gravity dam body. The geomembrane anti-seepage structure 6 includes several vertically laid and The geomembrane 601 covering the upstream surface of the dam body is fixed on the upstream surface of the dam body through the anchor mechanism 7 .

[0035] In this example, the thickness of the geomembrane 601 is not less than 2mm. The geomembrane 601 is one cloth and one film or two cloths and one film. When one cloth and one film are used, the side of the geotextile is the water-retaining side, and the composite geomembrane 601 is reserved 10cm around. Range light film. The material of the geomembrane 601 is selected according to the environment and anti-seepage requirements.

[0036] In this embodiment, the anchoring mechanism 7 has a...

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Abstract

The invention relates to a gravity dam upstream face geomembrane anti-seepage and drainage structure and a construction method thereof. The gravity dam upstream face geomembrane anti-seepage and drainage structure has a simple structure, convenient construction, lower cost and convenient maintenance. The gravity dam upstream face geomembrane anti-seepage and drainage structure is characterized inthat the geomembrane anti-seepage structure is arranged on the upstream face of a gravity dam body; the geomembrane anti-seepage structure comprises a plurality of geomembranes covering the upstream face of the dam body, the geomembranes are fixed to the upstream face of the dam body through an anchoring mechanism, and a plurality of mutually independent anti-seepage partitions are formed betweenthe geomembranes and the upstream face of the dam body through the anchoring mechanism, and the anti-seepage partitions communicate with a drainage gallery in the dam body through a drainage pipe embedded in the dam body. The gravity dam upstream face geomembrane anti-seepage and drainage structure and the construction method thereof are suitable for gravity dams, masonry dams, rockfill concrete dams and the like.

Description

technical field [0001] The invention relates to a geomembrane anti-seepage and drainage structure on the upstream surface of a gravity dam and a construction method thereof. It is suitable for gravity dams, masonry dams, rock-fill concrete dams, etc. Background technique [0002] At present, in addition to the three main dam types of gravity dams: roller compacted concrete gravity dam, normal concrete gravity dam and masonry gravity dam, new types of gravity dams such as rock-fill concrete gravity dams have also been developed in recent years. No matter what kind of gravity dam, the anti-seepage design of the dam body is the focus of the dam structure design, and the construction of the corresponding anti-seepage parts is also the focus of construction quality control. [0003] Although the dam body concrete itself has a certain anti-seepage ability, for gravity dams with high water head or high anti-seepage level, special anti-seepage concrete is generally installed on the...

Claims

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Application Information

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IPC IPC(8): E02B3/16E02B7/10
CPCE02B3/16E02B7/10
Inventor 朱安龙张萍雷显阳
Owner POWERCHINA HUADONG ENG COPORATION LTD
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