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Basement border area reverse construction method lining wall construction method
The invention discloses a basement border area reverse construction method lining wall construction method. The construction method is characterized by comprising the following steps that a, PVC pipesare pre-buried in an upper hidden beam, specifically, positioning and setting-out are conducted, one PVC pipe is arranged every 1 m, the positions of a water stop steel plate and the pre-buried PVC pipes in the upper hidden beam are determined, the axis of upper openings of the PVC pipes and the axis of lower openings of the PVC pipes are obliquely arranged by 125 degrees, the upper openings of the PVC pipes are 100 mm away from the surface, connected with a supporting structure, of a basement, and a lower opening water stop steel plate is inserted into a construction joint in the lower openings of the PVC pipes; b, lower hidden beam PVC pipe pre-burying measures are the same as those of upper hidden beam PVC pipe pre-burying measures in the step a; and c, pouring of a lining wall is conducted, specifically, after lining wall steel bars are bound, basement border area reverse construction method lining wall construction is completed. The basement border area reverse construction method lining wall construction method has the advantages that the quality problem of construction joint water seepage caused by the fact that pouring in the water stop steel plate at the horizontal position is not in place and gaps are generated is solved, materials and labor are saved, project cost control and progress control are promoted, and the integrity and the waterproof performance of a basement plate surface are guaranteed.
一种地下室边区逆作法内衬墙建造方法,其特征在于包括以下步骤:a、上层暗梁PVC管预埋:定位放线,每隔1m位置设置一根PVC管,确定止水钢板及预埋PVC管在上层暗梁中的位置,PVC管上口轴线与PVC管下口轴线呈125度斜置,PVC管上口离地下室接支护结构表面100mm;在PVC管下口中的建造缝处插入下口止水钢板,b、下层暗梁PVC管预埋与步骤a的上层暗梁PVC管预埋措施相同,c、浇筑内衬墙:待内衬墙钢筋绑扎完后,完成地下室边区逆作法内衬墙建造。本发明的地下室边区逆作法内衬墙建造方法具有解决水平位置止水钢板内浇筑不到位,产生空隙造成建造缝渗水的质量问题,节材节工,促进项目的成本控制和进度控制,保证地下室板面的整体性和防水性能的优点。
Basement border area reverse construction method lining wall construction method
The invention discloses a basement border area reverse construction method lining wall construction method. The construction method is characterized by comprising the following steps that a, PVC pipesare pre-buried in an upper hidden beam, specifically, positioning and setting-out are conducted, one PVC pipe is arranged every 1 m, the positions of a water stop steel plate and the pre-buried PVC pipes in the upper hidden beam are determined, the axis of upper openings of the PVC pipes and the axis of lower openings of the PVC pipes are obliquely arranged by 125 degrees, the upper openings of the PVC pipes are 100 mm away from the surface, connected with a supporting structure, of a basement, and a lower opening water stop steel plate is inserted into a construction joint in the lower openings of the PVC pipes; b, lower hidden beam PVC pipe pre-burying measures are the same as those of upper hidden beam PVC pipe pre-burying measures in the step a; and c, pouring of a lining wall is conducted, specifically, after lining wall steel bars are bound, basement border area reverse construction method lining wall construction is completed. The basement border area reverse construction method lining wall construction method has the advantages that the quality problem of construction joint water seepage caused by the fact that pouring in the water stop steel plate at the horizontal position is not in place and gaps are generated is solved, materials and labor are saved, project cost control and progress control are promoted, and the integrity and the waterproof performance of a basement plate surface are guaranteed.
一种地下室边区逆作法内衬墙建造方法,其特征在于包括以下步骤:a、上层暗梁PVC管预埋:定位放线,每隔1m位置设置一根PVC管,确定止水钢板及预埋PVC管在上层暗梁中的位置,PVC管上口轴线与PVC管下口轴线呈125度斜置,PVC管上口离地下室接支护结构表面100mm;在PVC管下口中的建造缝处插入下口止水钢板,b、下层暗梁PVC管预埋与步骤a的上层暗梁PVC管预埋措施相同,c、浇筑内衬墙:待内衬墙钢筋绑扎完后,完成地下室边区逆作法内衬墙建造。本发明的地下室边区逆作法内衬墙建造方法具有解决水平位置止水钢板内浇筑不到位,产生空隙造成建造缝渗水的质量问题,节材节工,促进项目的成本控制和进度控制,保证地下室板面的整体性和防水性能的优点。
Basement border area reverse construction method lining wall construction method
一种地下室边区逆作法内衬墙建造方法
XIONG JIANG (Autor:in) / WEN DAFANG (Autor:in) / SU WENCAN (Autor:in) / CHEN BO (Autor:in)
26.02.2021
Patent
Elektronische Ressource
Chinesisch
IPC:
E02D
FOUNDATIONS
,
Gründungen
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