Earthquake-resistant structure for dam crest of high earth-rock dam and construction method of earthquake-resistant structure

A technology for high earth-rock dams and anti-seismic structures, applied in filling, dams, barrages, etc., can solve the problems of geogrid strength loss, complicated construction process, grid node stripping, etc., to enhance the overall anti-seismic performance and improve the overall anti-seismic non-toxic, good anti-rolling effect

Active Publication Date: 2015-12-09
POWERCHINA CHENGDU ENG
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AI Technical Summary

Problems solved by technology

[0003] Before the present invention, the seismic measures of laying geogrids, steel bars or embedding concrete beams were generally adopted on the crest of high earth-rock dams, but in the actual construction process, it was found that after the geogrids were rolled by heavy machinery, the grid nodes would peel off and the fracture and damage of grid strips, etc., resulting in a large loss of geogrid strength, and the durability of geogrid is also difficult to guarantee; in addition, due to the small mesh size of geogrid, the maximum particle size of rockfill in high earth-rockfill dams can be up to 100cm, therefore, large-sized rockfill cannot be embedded in the geogrid mesh
As the steel bar is a circular member, the interaction area between it and the rockfill material is small, so the interface friction between it and the rockfill material is

Method used

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  • Earthquake-resistant structure for dam crest of high earth-rock dam and construction method of earthquake-resistant structure
  • Earthquake-resistant structure for dam crest of high earth-rock dam and construction method of earthquake-resistant structure
  • Earthquake-resistant structure for dam crest of high earth-rock dam and construction method of earthquake-resistant structure

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Embodiment

[0041] The design elevation of a core rockfill dam is H=300m, the slope ratios of the upstream and downstream are 1:2.0 and 1:1.9 respectively, and the crest width is 16m;

[0042] a. Layer-by-layer filling and rolling of high earth-rockfill dam body rockfill material 3 to the 225-240m of the design elevation of the dam body;

[0043] b. Use a stainless steel sheet with a width of 50mm×thickness of 6mm to make the flat sheet 11 along the river and the flat sheet 12 in the axial direction of the dam; lay the flat sheet 11 along the river and the flat sheet 12 in the axial direction of the dam on the rolled rockfill material 3, The flat piece 11 along the river and the flat piece 12 in the axial direction of the dam are respectively arranged along the flow direction of the river and the length direction of the high earth-rock dam; the flat piece 11 along the river and the flat piece 12 in the axial direction of the dam are connected to form a frame 1; Wherein, there are at least...

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Abstract

The invention discloses an earthquake-resistant structure for a dam crest of a high earth-rock dam and a construction method of the earthquake-resistant structure. The earthquake-resistant structure comprises a lattice frame and a slope protecting net which are arranged in a range from 3/4-4/5 of height of the high earth-rock dam to the dam crest, wherein the lattice frame is arranged in a dam body and comprises river-along flat sheets and dam-axial flat sheets which are connected in a crossed manner; the slope protecting net is arranged on the dam surface and is connected with the lattice frame. The construction method is applied to the construction of the earthquake-resistant structure for the dam crest of the high earth-rock dam. The river-along flat sheets and dam-axial flat sheets are of a flat structure and have relatively good anti-grinding effects, and the friction effect between the flat structure and the piled stones is relatively strong; the river-along flat sheets and dam-axial flat sheets are respectively arranged along the flow direction of river and the length direction of the high earth-rock dam and are capable of resisting earthquake forces in corresponding directions, so that the earthquake-resistant effect is relatively good; the piled stones of granular materials can be integrally restrained by virtue of the lattice frame, the dam surface can be protected by the slope protecting net, and the integral earthquake resistance of the structure can be enhanced by virtue of common action of the lattice frame and the slope protecting net.

Description

technical field [0001] The invention belongs to the field of water conservancy and hydropower engineering, and in particular relates to an anti-seismic structure of a high earth-rock dam crest and a construction method thereof. Background technique [0002] 80% of my country's water energy resources are concentrated in the west. With the development of social economy and the increase of energy demand, a large number of high dams will be built in these places to develop and utilize these water energy resources. The earth-rock dam has the advantages of easy material selection, low cost, simple structure, and good seismic performance. It is a dam type widely used in water conservancy and hydropower engineering construction. However, the western region is also an area of ​​high seismic intensity in my country, and these large reservoirs and high dams will inevitably be subjected to strong earthquakes. The earthquake damage of high earth-rockfill dams has shown that the "whip sh...

Claims

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Application Information

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IPC IPC(8): E02B7/06E02B3/12E02D17/18
Inventor 李永红王观琪余挺杨星索慧敏何兰张凤财姜媛媛
Owner POWERCHINA CHENGDU ENG
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