Reinforced soil retaining dam
A technology for retaining dams and reinforced soil, which is applied in the direction of dams, barrages, and water conservancy projects, and can solve the problems of project investment that cannot overflow the dam body, high requirements for the nature of the project, and increased project investment, so as to solve the problems of overflow and water consumption. Energy problems, improvement of deformation conditions, and the effect of reducing engineering investment
Patent Information
- Authority / Receiving Office
- CN · China
- Patent Type
- Applications(China)
- Current Assignee / Owner
- Publication Date
- 2022-04-12
Smart Images

Figure 1 
Figure 2
Abstract
Description
technical field
[0001] The invention relates to a reinforced earth retaining dam, which belongs to the field of retaining dams in water conservancy and hydropower engineering. Background technique
[0002] In hydropower and water conservancy projects, it is often necessary to build dams to permanently or temporarily block river water. Among them, earth-rock dams are the oldest type of dams. They are dams filled with local materials such as soil and stone. The dam body formed by soil filling can often be used to prevent seepage. This type of earth-rock dam has high requirements on the engineering properties of soil, which often leads to poor applicability. In addition, in order to ensure the stability of the upstream and downstream dam slopes , the cross-sectional shape of the earth-rock dam is often trapezoidal; on the other hand, due to the characteristics of soil softening in contact with water and poor engineering performance, the dam body of earth-rock dam often cannot o...
Examples
Embodiment Construction
[0017] The present invention will be further described below in conjunction with the accompanying drawings.
[0018] like figure 1 As shown, the present invention includes a retaining dam base 6 made of reinforced soil, and the upstream surface of the retaining dam base 6 is a slope whose top is inclined downstream, and the upstream surface of the retaining dam base 6 is in turn from the inside to the outside. A cushion layer 2 and a slope concrete seepage-proof panel 1 are arranged, and a top concrete seepage-proof panel 3 is arranged on the top of the base 6 of the retaining dam. The top concrete seepage-proof panel 3 is combined with the slope concrete seepage-proof panel 1 to form a whole Strict anti-seepage overall, the downstream end of the top concrete anti-seepage panel 3 is provided with a sill 4, the downstream slope of the retaining dam base 6 is provided with a concrete support panel 10, and the downstream slope of the retaining dam base 6 is an upright slope. The...