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A platform for research: civil engineering, architecture and urbanism
Anchor pile type gravity retaining wall and construction method thereof
The invention discloses an anchor pile type gravity retaining wall and a construction method thereof, and belongs to a novel landslide prevention and treatment structure, the anchor pile type gravity retaining wall (100) comprises a retaining wall part (10) and an anchor pile part (20), the retaining wall part (10) is arranged on a construction foundation, the anchor pile part (20) comprises anchor pile steel bars (21), and the anchor pile steel bars (21) are arranged on the retaining wall part (10). The anchor pile steel bars (21) extend downwards from the retaining wall part (10) to be embedded into the construction foundation, and the top ends of the anchor pile steel bars (21) extend to the top close to the retaining wall part (10). On one hand, the retaining wall part can serve as a protection body, and the anti-sliding and anti-overturning capacity of the anchor pile type gravity retaining wall is improved through the anchor pile part; and on the other hand, as the anchor pile part is adopted for assistance, the width of the retaining wall part can be set to be smaller, the width requirement for the construction environment is lowered, and the device is suitable for construction in the construction-limited environment.
本申请公开了锚桩式重力挡墙及其施工方法，属于一种新型的滑坡防治结构，其中，所述锚桩式重力挡墙（100）包括挡墙部（10）和锚桩部（20），所述挡墙部（10）设置于施工基础上，所述锚桩部（20）包括锚桩钢筋（21），所述锚桩钢筋（21）从所述挡墙部（10）向下延伸嵌入所述施工基础，所述锚桩钢筋（21）的顶端延伸至靠近所述挡墙部（10）的顶部。本申请一方面可以通过挡墙部作为防护主体，并通过锚桩部提高锚桩式重力挡墙的抗滑及抗倾覆能力；另一方面，由于采用锚桩部辅助，挡墙部可以设置宽度更小，以降低对施工环境的宽度要求，适于在施工受限的环境构建。
Anchor pile type gravity retaining wall and construction method thereof
The invention discloses an anchor pile type gravity retaining wall and a construction method thereof, and belongs to a novel landslide prevention and treatment structure, the anchor pile type gravity retaining wall (100) comprises a retaining wall part (10) and an anchor pile part (20), the retaining wall part (10) is arranged on a construction foundation, the anchor pile part (20) comprises anchor pile steel bars (21), and the anchor pile steel bars (21) are arranged on the retaining wall part (10). The anchor pile steel bars (21) extend downwards from the retaining wall part (10) to be embedded into the construction foundation, and the top ends of the anchor pile steel bars (21) extend to the top close to the retaining wall part (10). On one hand, the retaining wall part can serve as a protection body, and the anti-sliding and anti-overturning capacity of the anchor pile type gravity retaining wall is improved through the anchor pile part; and on the other hand, as the anchor pile part is adopted for assistance, the width of the retaining wall part can be set to be smaller, the width requirement for the construction environment is lowered, and the device is suitable for construction in the construction-limited environment.
本申请公开了锚桩式重力挡墙及其施工方法，属于一种新型的滑坡防治结构，其中，所述锚桩式重力挡墙（100）包括挡墙部（10）和锚桩部（20），所述挡墙部（10）设置于施工基础上，所述锚桩部（20）包括锚桩钢筋（21），所述锚桩钢筋（21）从所述挡墙部（10）向下延伸嵌入所述施工基础，所述锚桩钢筋（21）的顶端延伸至靠近所述挡墙部（10）的顶部。本申请一方面可以通过挡墙部作为防护主体，并通过锚桩部提高锚桩式重力挡墙的抗滑及抗倾覆能力；另一方面，由于采用锚桩部辅助，挡墙部可以设置宽度更小，以降低对施工环境的宽度要求，适于在施工受限的环境构建。
Anchor pile type gravity retaining wall and construction method thereof
锚桩式重力挡墙及其施工方法
LI JUZHOU (author) / WANG YANG (author) / HE JIN (author) / LIU SHUYA (author) / DU XIAOYANG (author) / REN YUZHONG (author) / CAI HUANHUA (author)
2023-03-31
Patent
Electronic Resource
Chinese
IPC:
E02D
FOUNDATIONS
,
Gründungen
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