Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Reverse bank construction method for preventing water seepage of shear wall construction joint
The invention relates to the technical field of buildings, in particular to a reverse ridge construction method for preventing water seepage of a shear wall construction joint, which comprises the following steps: step S1, building a floor and reverse ridge integrated casting mold, and reserving a reverse ridge at the end part of one side of a shear wall towards the interior of the shear wall by 10-40mm; s2, concrete is poured into the integrated pouring mold, and meanwhile a vertical U-shaped groove is formed in the end portion of the end, located in the shear wall area, of the reverse ridge; s3, the integrated pouring mold is maintained and dismantled; s4, the two sides and the end face of the reverse ridge and the connecting face of the shear wall are subjected to chiseling treatment; s5, a shear wall pouring mold is built, and a hole for avoiding the reverse ridge is formed in the position, located at the reverse ridge, of the shear wall pouring mold; s6, concrete is poured into the shear wall pouring mold; s7, the shear wall pouring mold is maintained and dismantled; and S8, a water spraying test is conducted in the reverse ridge. The problem of water seepage of the vertical construction joint of the reverse ridge can be effectively prevented.
本发明涉及建筑技术领域，尤其涉及一种防剪力墙施工缝渗水的反坎施工方法，包括以下步骤：步骤S1、搭建楼板和反坎一体浇筑模，使反坎在剪力墙一侧的端部向剪力墙内多留置10～40mm；步骤S2、向一体浇筑模内浇筑混凝土，同时在反坎位于剪力墙区域内的一端端部制作竖向的U型槽；步骤S3、养护并拆除一体浇筑模；步骤S4、所述反坎两侧及端面与剪力墙的连接面做凿毛处理；步骤S5、搭建剪力墙浇筑模，其位于反坎处设有避让反坎的洞口；步骤S6、向剪力墙浇筑模内浇筑混凝土；步骤S7、养护并拆除剪力墙浇筑模；步骤S8、向反坎内做淋水试验。本发明能够有效防止反坎竖向施工缝的渗水问题。
Reverse bank construction method for preventing water seepage of shear wall construction joint
The invention relates to the technical field of buildings, in particular to a reverse ridge construction method for preventing water seepage of a shear wall construction joint, which comprises the following steps: step S1, building a floor and reverse ridge integrated casting mold, and reserving a reverse ridge at the end part of one side of a shear wall towards the interior of the shear wall by 10-40mm; s2, concrete is poured into the integrated pouring mold, and meanwhile a vertical U-shaped groove is formed in the end portion of the end, located in the shear wall area, of the reverse ridge; s3, the integrated pouring mold is maintained and dismantled; s4, the two sides and the end face of the reverse ridge and the connecting face of the shear wall are subjected to chiseling treatment; s5, a shear wall pouring mold is built, and a hole for avoiding the reverse ridge is formed in the position, located at the reverse ridge, of the shear wall pouring mold; s6, concrete is poured into the shear wall pouring mold; s7, the shear wall pouring mold is maintained and dismantled; and S8, a water spraying test is conducted in the reverse ridge. The problem of water seepage of the vertical construction joint of the reverse ridge can be effectively prevented.
本发明涉及建筑技术领域，尤其涉及一种防剪力墙施工缝渗水的反坎施工方法，包括以下步骤：步骤S1、搭建楼板和反坎一体浇筑模，使反坎在剪力墙一侧的端部向剪力墙内多留置10～40mm；步骤S2、向一体浇筑模内浇筑混凝土，同时在反坎位于剪力墙区域内的一端端部制作竖向的U型槽；步骤S3、养护并拆除一体浇筑模；步骤S4、所述反坎两侧及端面与剪力墙的连接面做凿毛处理；步骤S5、搭建剪力墙浇筑模，其位于反坎处设有避让反坎的洞口；步骤S6、向剪力墙浇筑模内浇筑混凝土；步骤S7、养护并拆除剪力墙浇筑模；步骤S8、向反坎内做淋水试验。本发明能够有效防止反坎竖向施工缝的渗水问题。
Reverse bank construction method for preventing water seepage of shear wall construction joint
防剪力墙施工缝渗水的反坎施工方法
HUANG SAIZHONG (Autor:in) / GONG LINGFEI (Autor:in) / HU ZHIYONG (Autor:in)
04.11.2022
Patent
Elektronische Ressource
Chinesisch
IPC:
E04G
SCAFFOLDING
,
Baugerüste
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