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Gravity retaining wall and construction method thereof
A construction method of a gravity type retaining wall relates to the technical field of gravity type retaining wall construction, a rod body is provided with a sliding groove, a moving groove and a sliding groove, the sliding groove, the moving groove and the sliding groove are communicated with one another, a secondary positioning mechanism is mounted in the sliding groove, the pushing end of the secondary positioning mechanism is located in the moving groove, and the pushing end of the secondary positioning mechanism is located in the moving groove. The positioning end of the secondary positioning mechanism is located in the sliding groove, grooves arranged at equal intervals are formed in the rod body, supporting mechanisms are installed in the grooves, and the supporting ends of the supporting mechanisms are in contact connection with the sliding end of the secondary positioning mechanism; according to the construction method of the gravity type retaining wall, the rod body is nailed into the land by knocking the secondary positioning mechanism, a cross-shaped mark on the rod body is prevented from being damaged by a sledge hammer, the position of the rod body is secondarily fixed through the secondary positioning mechanism, and the situation that the rod body deviates due to the influence of external force, and the accuracy of coordinate points is affected is avoided.
一种重力式挡土墙的施工方法,涉及重力式挡土墙修建技术领域,杆体上分别设有滑动槽、移动槽和滑槽,且滑动槽、移动槽和滑槽相互连通,所述滑动槽内安装有二次定位机构,且二次定位机构的推动端位于移动槽内,所述二次定位机构的定位端位于滑槽内,所述杆体上设有等距排列的凹槽,且凹槽内安装有支撑机构,所述支撑机构的支撑端与二次定位机构的滑动端接触连接;本发明所述的一种重力式挡土墙的施工方法,通过敲击二次定位机构将杆体钉入土地内,避免大锤敲坏杆体上的十字型标记,通过二次定位机构对杆体的位置进行二次固定,避免杆体受到外力的影响发生偏移,影响坐标点的准确性。
Gravity retaining wall and construction method thereof
A construction method of a gravity type retaining wall relates to the technical field of gravity type retaining wall construction, a rod body is provided with a sliding groove, a moving groove and a sliding groove, the sliding groove, the moving groove and the sliding groove are communicated with one another, a secondary positioning mechanism is mounted in the sliding groove, the pushing end of the secondary positioning mechanism is located in the moving groove, and the pushing end of the secondary positioning mechanism is located in the moving groove. The positioning end of the secondary positioning mechanism is located in the sliding groove, grooves arranged at equal intervals are formed in the rod body, supporting mechanisms are installed in the grooves, and the supporting ends of the supporting mechanisms are in contact connection with the sliding end of the secondary positioning mechanism; according to the construction method of the gravity type retaining wall, the rod body is nailed into the land by knocking the secondary positioning mechanism, a cross-shaped mark on the rod body is prevented from being damaged by a sledge hammer, the position of the rod body is secondarily fixed through the secondary positioning mechanism, and the situation that the rod body deviates due to the influence of external force, and the accuracy of coordinate points is affected is avoided.
一种重力式挡土墙的施工方法,涉及重力式挡土墙修建技术领域,杆体上分别设有滑动槽、移动槽和滑槽,且滑动槽、移动槽和滑槽相互连通,所述滑动槽内安装有二次定位机构,且二次定位机构的推动端位于移动槽内,所述二次定位机构的定位端位于滑槽内,所述杆体上设有等距排列的凹槽,且凹槽内安装有支撑机构,所述支撑机构的支撑端与二次定位机构的滑动端接触连接;本发明所述的一种重力式挡土墙的施工方法,通过敲击二次定位机构将杆体钉入土地内,避免大锤敲坏杆体上的十字型标记,通过二次定位机构对杆体的位置进行二次固定,避免杆体受到外力的影响发生偏移,影响坐标点的准确性。
Gravity retaining wall and construction method thereof
一种重力式挡土墙及其施工方法
LIU XINYU (author) / ZHANG PENG (author) / CHANG TAIRAN (author) / LIU ZHU (author) / LIU BAOHONG (author) / LI GENBO (author) / LIU YAMENG (author) / FEI KAI (author) / MA YIBIN (author) / DUAN HUILING (author)
2023-09-29
Patent
Electronic Resource
Chinese
IPC:
E02D
FOUNDATIONS
,
Gründungen
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