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Retaining wall and construction method thereof
The invention relates to the technical field of civil engineering construction engineering, in particular to a retaining wall and a construction method thereof.The retaining wall comprises a guide groove, vertical formworks, an inclined strut mechanism and a linkage mechanism, the vertical formworks are symmetrically arranged on the two sides of the inner wall of the guide groove, and the retaining wall is poured between every two adjacent vertical formworks; the vertical formwork is arranged on the outer side of the retaining wall body, the inclined supporting mechanism used for supporting the vertical formwork is arranged on the outer side of the vertical formwork, the linkage mechanism is arranged on the inclined supporting mechanism, the vertical formwork is supported through the inclined supporting mechanism, the thickness of the retaining wall body is controlled through the vertical formwork, and the vertical formwork can be effectively prevented from inclining outwards. Meanwhile, through the arrangement of a linkage mechanism, two adjacent inclined supporting mechanisms can be synchronously linked, so that a plurality of formwork supporting plates are driven to be synchronously linked and support a vertical formwork, multi-point stress of the vertical formwork is the same, it is guaranteed that the vertical formwork meets the stress requirement, local deformation of the vertical formwork due to different stress is avoided, and the working efficiency of the vertical formwork is improved. The quality of the retaining wall is further influenced.
本申请涉及土建修建工程的技术领域,尤其是涉及一种挡土墙及其施工方法,包括导槽、立模板、斜撑机构和联动机构,所述导槽内壁两侧对称设置有立模板,相邻两个所述立模板之间浇筑有挡土墙,用于对所述立模板进行支撑的斜撑机构设置在所述立模板外侧,所述联动机构设置在所述斜撑机构上,利用斜撑机构对立模板进行支撑,通过立模板控制挡土墙墙体厚度且能够有效的防止立模板外倾;同时通过联动机构的设置,使相邻两个斜撑机构能够同步进行联动,进而带动多个模板撑板同步联动并对立模板进行支撑,使立模板多点受力相同,保证立模板满足受力要求,避免立模板由于受力不同而局部发生形变,进而影响挡土墙的质量。
Retaining wall and construction method thereof
The invention relates to the technical field of civil engineering construction engineering, in particular to a retaining wall and a construction method thereof.The retaining wall comprises a guide groove, vertical formworks, an inclined strut mechanism and a linkage mechanism, the vertical formworks are symmetrically arranged on the two sides of the inner wall of the guide groove, and the retaining wall is poured between every two adjacent vertical formworks; the vertical formwork is arranged on the outer side of the retaining wall body, the inclined supporting mechanism used for supporting the vertical formwork is arranged on the outer side of the vertical formwork, the linkage mechanism is arranged on the inclined supporting mechanism, the vertical formwork is supported through the inclined supporting mechanism, the thickness of the retaining wall body is controlled through the vertical formwork, and the vertical formwork can be effectively prevented from inclining outwards. Meanwhile, through the arrangement of a linkage mechanism, two adjacent inclined supporting mechanisms can be synchronously linked, so that a plurality of formwork supporting plates are driven to be synchronously linked and support a vertical formwork, multi-point stress of the vertical formwork is the same, it is guaranteed that the vertical formwork meets the stress requirement, local deformation of the vertical formwork due to different stress is avoided, and the working efficiency of the vertical formwork is improved. The quality of the retaining wall is further influenced.
本申请涉及土建修建工程的技术领域,尤其是涉及一种挡土墙及其施工方法,包括导槽、立模板、斜撑机构和联动机构,所述导槽内壁两侧对称设置有立模板,相邻两个所述立模板之间浇筑有挡土墙,用于对所述立模板进行支撑的斜撑机构设置在所述立模板外侧,所述联动机构设置在所述斜撑机构上,利用斜撑机构对立模板进行支撑,通过立模板控制挡土墙墙体厚度且能够有效的防止立模板外倾;同时通过联动机构的设置,使相邻两个斜撑机构能够同步进行联动,进而带动多个模板撑板同步联动并对立模板进行支撑,使立模板多点受力相同,保证立模板满足受力要求,避免立模板由于受力不同而局部发生形变,进而影响挡土墙的质量。
Retaining wall and construction method thereof
一种挡土墙及其施工方法
MA YUEFENG (author) / WANG CHAO (author) / WANG ZHANWANG (author) / JI CUNLI (author) / MA YINGDONG (author) / GONG XISHUAN (author) / GUAN QIMENG (author) / ZHAO JINGJING (author) / CAO JIAQI (author) / FENG XIN (author)
2024-12-27
Patent
Electronic Resource
Chinese
IPC:
E02D
FOUNDATIONS
,
Gründungen
Earth retaining wall and method of construction retaining wall using thereof
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