Cold plateau earth and rockfill dam slope protection structure and construction method thereof
A construction method and technology of earth-rock dams, applied in the direction of coastline protection, etc., can solve the problems of earth-rock dam slope protection damage, poor anti-frost heave effect, increased maintenance costs, etc. The effect of small swelling deformation
Patent Information
- Authority / Receiving Office
- CN · China
- Patent Type
- Applications(China)
- Current Assignee / Owner
- Publication Date
- 2017-07-07
- Estimated Expiration
- Not applicable · inactive patent
Smart Images

Figure 1 
Figure 2
Abstract
Description
technical field
[0001] The invention relates to the field of water conservancy and hydropower engineering, and more specifically relates to a slope protection structure of an earth-rock dam in an alpine region and a construction method thereof. swelling effect. Background technique
[0002] Frost heave failure of earth-rock dam slope protection is a common problem in water conservancy and hydropower projects in cold regions. The earth-rock dam slope protection will produce frost heave deformation and ice pull damage under the action of negative temperature in winter. In spring, the temperature rises to make it melt and cause thawing deformation. In spring, ice thrust is generated under the action of wind and waves. Earth-rock dam slope protection will cause damage.
[0003] In the prior art, the anti-seepage and anti-frost heave structure is single, and the anti-frost heave effect is poor, and the slope protection of the earth-rock dam is damaged through repeated freezing ...
Examples
Embodiment Construction
[0031] The technical solutions of the present invention will be further described below through specific examples.
[0032] Such as figure 1 , figure 2 Shown is a slope protection structure for an earth-rock dam in an alpine region. The dam body 1 is composed of a dam bottom, a dam slope, and a dam crest, and three anti-frost heave structures are distributed along the dam body 1. The arc-shaped cast-in-place concrete structure at the bottom, the reinforced concrete wall structure poured and buried at the dam slope, and the mortar masonry structure laid on the top of the dam, the cast-in-place concrete structure, the reinforced concrete wall structure, and the mortar masonry structure The outer surface of the structure is on the same plane, the reinforced concrete wall structure is a reinforced concrete wall 2, the top of the reinforced concrete wall 2 is embedded with steel bars 3, and the top surface of the reinforced concrete wall 2 is fixed with a galvanized steel plate 7...