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Reinforcement cage structure for treating joint or wall body leakage and construction method
The invention relates to a reinforcement cage structure and a construction method for disposing ground wall joints or wall body leakage, a reinforcement cage in the reinforcement cage structure is arranged in a ground wall, a first steel plate strip and a second steel plate strip are arranged on the side, close to a foundation pit, of the ground wall, and the first steel plate strip and the second steel plate strip are welded to the reinforcement cage of the ground wall to form an integrated structure; anchoring ribs are welded to the sides, corresponding to the reinforcement cage, of the first steel plate strip and the second steel plate strip and extend into the reinforcement cage. The anti-seepage capacity of the ground wall and the construction quality of the wall seam can be improved, the leakage risk caused by deformation of the foundation pit during excavation of the foundation pit is reduced, large deformation of the ground wall can be borne, and the permanent quality of a finished product is improved.
本发明涉及一种用于处置地墙接缝或墙身渗漏的钢筋笼构造及施工方法,该钢筋笼构造中的钢筋笼设置在地墙内部,地墙近基坑侧分别设有第一钢板带和第二钢板带,第一钢板带和第二钢板带焊接在地墙钢筋笼上形成一体结构;第一钢板带和第二钢板带对应所述钢筋笼的一侧焊接有锚固筋,锚固筋延伸进入钢筋笼内。本发明可提高地墙的防渗透能力,以及墙缝施工质量,降低基坑开挖期间基坑变形导致的渗漏风险,可承受较大的地墙变形,提高成品永久质量。
Reinforcement cage structure for treating joint or wall body leakage and construction method
The invention relates to a reinforcement cage structure and a construction method for disposing ground wall joints or wall body leakage, a reinforcement cage in the reinforcement cage structure is arranged in a ground wall, a first steel plate strip and a second steel plate strip are arranged on the side, close to a foundation pit, of the ground wall, and the first steel plate strip and the second steel plate strip are welded to the reinforcement cage of the ground wall to form an integrated structure; anchoring ribs are welded to the sides, corresponding to the reinforcement cage, of the first steel plate strip and the second steel plate strip and extend into the reinforcement cage. The anti-seepage capacity of the ground wall and the construction quality of the wall seam can be improved, the leakage risk caused by deformation of the foundation pit during excavation of the foundation pit is reduced, large deformation of the ground wall can be borne, and the permanent quality of a finished product is improved.
本发明涉及一种用于处置地墙接缝或墙身渗漏的钢筋笼构造及施工方法,该钢筋笼构造中的钢筋笼设置在地墙内部,地墙近基坑侧分别设有第一钢板带和第二钢板带,第一钢板带和第二钢板带焊接在地墙钢筋笼上形成一体结构;第一钢板带和第二钢板带对应所述钢筋笼的一侧焊接有锚固筋,锚固筋延伸进入钢筋笼内。本发明可提高地墙的防渗透能力,以及墙缝施工质量,降低基坑开挖期间基坑变形导致的渗漏风险,可承受较大的地墙变形,提高成品永久质量。
Reinforcement cage structure for treating joint or wall body leakage and construction method
一种用于处置接缝或墙身渗漏的钢筋笼构造及施工方法
YANG ZISONG (author) / LUO YUNFENG (author) / LI YUFENG (author) / LU SANPING (author) / ZHU WEILIANG (author) / ZHANG ZHEBIN (author) / ZOU FENG (author) / LI JIYONG (author) / HUANG ZETAO (author)
2022-10-21
Patent
Electronic Resource
Chinese
IPC:
E02D
FOUNDATIONS
,
Gründungen
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