A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Construction method of underground diaphragm wall reinforcement cage
The invention discloses a construction method of an underground diaphragm wall reinforcement cage, which belongs to the technical field of underground diaphragm wall construction, and comprises the following steps: manufacturing a reinforcement cage body, fixedly connecting a longitudinal bar assembly at the upper end of the reinforcement cage body, extending the longitudinal bar assembly along the height direction of the reinforcement cage body, and arranging a guide assembly on the longitudinal bar assembly, in the height direction of the reinforcement cage body, the size of the guide assembly is equal to the falling depth of the reinforcement cage body; the reinforcement cage body is lowered to the pre-excavation groove structure till the guide assembly falls into the falling depth section of the pre-excavation groove structure; and the levelness and perpendicularity of the guide assembly are corrected, and it is guaranteed that the levelness and perpendicularity of the guide assembly meet the design requirements. The descending perpendicularity of the reinforcement cage body of the underground diaphragm wall can be guaranteed, and then the levelness of the top face of the underground diaphragm wall and the perpendicularity of the side face of the underground diaphragm wall are guaranteed after the underground diaphragm wall is successfully poured.
本发明公开了一种地下连续墙钢筋笼的施工方法，其属于地下连续墙施工技术领域，包括以下步骤：制作钢筋笼本体，在钢筋笼本体的上端固定连接纵筋组件，纵筋组件沿钢筋笼本体的高度方向延伸，纵筋组件上设置有导向组件，沿钢筋笼本体的高度方向，导向组件的尺寸等于钢筋笼本体的落深深度；将钢筋笼本体下放至预开挖槽结构，直至导向组件落入预开挖槽结构的落深段；对导向组件的水平度和垂直度进行校正，保证导向组件的水平度和垂直度达到设计要求。本发明能够保证地下连续墙的钢筋笼本体的下放的垂直度，进而保证地下连续墙浇筑成功后，地下连续墙的顶面的水平度及地下连续墙的侧面的垂直度。
Construction method of underground diaphragm wall reinforcement cage
The invention discloses a construction method of an underground diaphragm wall reinforcement cage, which belongs to the technical field of underground diaphragm wall construction, and comprises the following steps: manufacturing a reinforcement cage body, fixedly connecting a longitudinal bar assembly at the upper end of the reinforcement cage body, extending the longitudinal bar assembly along the height direction of the reinforcement cage body, and arranging a guide assembly on the longitudinal bar assembly, in the height direction of the reinforcement cage body, the size of the guide assembly is equal to the falling depth of the reinforcement cage body; the reinforcement cage body is lowered to the pre-excavation groove structure till the guide assembly falls into the falling depth section of the pre-excavation groove structure; and the levelness and perpendicularity of the guide assembly are corrected, and it is guaranteed that the levelness and perpendicularity of the guide assembly meet the design requirements. The descending perpendicularity of the reinforcement cage body of the underground diaphragm wall can be guaranteed, and then the levelness of the top face of the underground diaphragm wall and the perpendicularity of the side face of the underground diaphragm wall are guaranteed after the underground diaphragm wall is successfully poured.
本发明公开了一种地下连续墙钢筋笼的施工方法，其属于地下连续墙施工技术领域，包括以下步骤：制作钢筋笼本体，在钢筋笼本体的上端固定连接纵筋组件，纵筋组件沿钢筋笼本体的高度方向延伸，纵筋组件上设置有导向组件，沿钢筋笼本体的高度方向，导向组件的尺寸等于钢筋笼本体的落深深度；将钢筋笼本体下放至预开挖槽结构，直至导向组件落入预开挖槽结构的落深段；对导向组件的水平度和垂直度进行校正，保证导向组件的水平度和垂直度达到设计要求。本发明能够保证地下连续墙的钢筋笼本体的下放的垂直度，进而保证地下连续墙浇筑成功后，地下连续墙的顶面的水平度及地下连续墙的侧面的垂直度。
Construction method of underground diaphragm wall reinforcement cage
地下连续墙钢筋笼的施工方法
DING DESHEN (author) / CHEN XIAOMING (author) / MA SHENG (author) / YING YE (author) / WANG BOYANG (author) / JI WEI (author) / LI CAO (author) / WANG XIAO (author) / JIA BAORONG (author) / ZHOU RONGFENG (author)
2023-05-23
Patent
Electronic Resource
Chinese
IPC:
E02D
FOUNDATIONS
,
Gründungen
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