A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Plate type anchor rod retaining wall for steep slope protection and construction method
The plate type anchor rod retaining wall for steep slope protection comprises a slope, a plurality of anchor rods are arranged on the slope, and a drainage net, a first reinforcing mesh and a second reinforcing mesh are sequentially arranged on the slope from inside to outside; a first sprayed concrete bottom layer is arranged on the drainage net, and the first reinforcing mesh is erected on the first sprayed concrete bottom layer; compared with the prior art, by means of the drainage net, the first reinforcing mesh and the second reinforcing mesh which are arranged in sequence, layered operation of the steep slope is achieved, the whole wall body section is arranged according to actual needs, and the requirement of the steep slope is met through the wall body section as small as possible; meanwhile, through the cooperation of a sprayed concrete bottom layer arranged on the first reinforcing mesh, a cast-in-place concrete middle layer arranged on the second reinforcing mesh and a cast-in-place concrete surface layer poured on the surface of the cast-in-place concrete middle layer and the anchor rods, the anchor rod retaining wall bears the lateral pressure of a soil body through the horizontal tension of the anchor rods anchored in the rock-soil layer.
一种用于陡峭边坡防护的板式锚杆挡墙及施工方法，包括边坡，所述边坡上设置有若干锚杆，边坡上自内而外依次设有排水网、第一钢筋网、第二钢筋网；所述排水网上设置有第一喷射砼底层，第一钢筋网搭设于第一喷射砼底层上；与现有技术相比，通过依次设置的排水网、第一钢筋网、第二钢筋网，实现对陡峭边坡分层式作业，整体墙身截面根据实际需要进行设置，实现通过尽可能小的墙身截面满足陡峭边坡的需求，同时通过设置于第一钢筋网上的喷射砼底层、设置于第二钢筋网上的现浇砼中层和现浇砼中层表面浇筑的现浇砼面层与锚杆的配合，使得锚杆挡墙依靠锚固在岩土层内的锚杆的水平拉力以承受土体侧压力的挡土墙。
Plate type anchor rod retaining wall for steep slope protection and construction method
The plate type anchor rod retaining wall for steep slope protection comprises a slope, a plurality of anchor rods are arranged on the slope, and a drainage net, a first reinforcing mesh and a second reinforcing mesh are sequentially arranged on the slope from inside to outside; a first sprayed concrete bottom layer is arranged on the drainage net, and the first reinforcing mesh is erected on the first sprayed concrete bottom layer; compared with the prior art, by means of the drainage net, the first reinforcing mesh and the second reinforcing mesh which are arranged in sequence, layered operation of the steep slope is achieved, the whole wall body section is arranged according to actual needs, and the requirement of the steep slope is met through the wall body section as small as possible; meanwhile, through the cooperation of a sprayed concrete bottom layer arranged on the first reinforcing mesh, a cast-in-place concrete middle layer arranged on the second reinforcing mesh and a cast-in-place concrete surface layer poured on the surface of the cast-in-place concrete middle layer and the anchor rods, the anchor rod retaining wall bears the lateral pressure of a soil body through the horizontal tension of the anchor rods anchored in the rock-soil layer.
一种用于陡峭边坡防护的板式锚杆挡墙及施工方法，包括边坡，所述边坡上设置有若干锚杆，边坡上自内而外依次设有排水网、第一钢筋网、第二钢筋网；所述排水网上设置有第一喷射砼底层，第一钢筋网搭设于第一喷射砼底层上；与现有技术相比，通过依次设置的排水网、第一钢筋网、第二钢筋网，实现对陡峭边坡分层式作业，整体墙身截面根据实际需要进行设置，实现通过尽可能小的墙身截面满足陡峭边坡的需求，同时通过设置于第一钢筋网上的喷射砼底层、设置于第二钢筋网上的现浇砼中层和现浇砼中层表面浇筑的现浇砼面层与锚杆的配合，使得锚杆挡墙依靠锚固在岩土层内的锚杆的水平拉力以承受土体侧压力的挡土墙。
Plate type anchor rod retaining wall for steep slope protection and construction method
一种用于陡峭边坡防护的板式锚杆挡墙及施工方法
WU GANG (author) / CAO JINSHENG (author) / XU SHANKUN (author) / ZHENG YIN (author) / WANG XIANG (author) / WANG CHONGLIN (author) / YE LINHUA (author) / MU QINGWEN (author)
2023-04-21
Patent
Electronic Resource
Chinese
IPC:
E02D
FOUNDATIONS
,
Gründungen
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