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Multi-compartment underground diaphragm wall joint construction filling capsule and construction method
The invention discloses a multi-compartment underground diaphragm wall joint construction filling capsule and a construction method. The filling capsule comprises an outer capsule and expansion capsules arranged in the outer capsule. The expansion capsules are installed in the outer capsule in series through communicating pies, the inside of the outer capsule is divided into a plurality of sealedcompartments, a water inlet-and-outlet valve is installed at the position, located at a water inlet of the top of the filling capsule, a pressure sensor is further arranged at the top of the filling capsule, and a drain valve is arranged at the position, located at a water outlet, of the bottom of the filling capsule. The construction method comprises the steps that S1, pressure loading is carriedout on the filling capsule through loading equipment; S2, pressure monitoring is carried out through a pressure sensor, a flow meter, a digital display and an audible and light alarm in conjunction with an external control system; S3, pressure unloading is carried out the capsule after the initial setting of concrete. The filling capsule and the construction method are used for the construction and filling of a underground diaphragm wall construction joint space, and are widely used for replacing the traditional processes such as sandbag throwing, buckle pipe locking and joint boxes. The multi-compartment underground diaphragm wall joint construction filling capsule and the construction method have the advantages of being simple and fast in construction, low in cost, capable of being recycled and the like.
本发明公开了一种多舱室地连墙接头施工填充囊及施工方法,填充囊包括外囊和设于外囊内的膨胀囊,多个所述膨胀囊通过连通管串联安装在外囊内,将外囊内部分隔成多个密封舱室,填充囊顶部在进水口处安装有进出水阀,顶部还安装有压力传感器,底部在出水口处安装有排污阀,方法包括S1、利用加载设备对填充囊进行压力加载;S2、通过压力传感器、流量计、数字显示屏和声光报警器与外部控制系统配合进行压力监控;S3、混凝土初凝后对囊进行压力卸载。本发明的填充囊及施工方法用于地下连续墙施工接头空间的施工填充,广泛用于代替抛沙包、锁扣管、接头箱等传统工艺,具有施工简单快捷,成本低廉,能够循环使用等优点。
Multi-compartment underground diaphragm wall joint construction filling capsule and construction method
The invention discloses a multi-compartment underground diaphragm wall joint construction filling capsule and a construction method. The filling capsule comprises an outer capsule and expansion capsules arranged in the outer capsule. The expansion capsules are installed in the outer capsule in series through communicating pies, the inside of the outer capsule is divided into a plurality of sealedcompartments, a water inlet-and-outlet valve is installed at the position, located at a water inlet of the top of the filling capsule, a pressure sensor is further arranged at the top of the filling capsule, and a drain valve is arranged at the position, located at a water outlet, of the bottom of the filling capsule. The construction method comprises the steps that S1, pressure loading is carriedout on the filling capsule through loading equipment; S2, pressure monitoring is carried out through a pressure sensor, a flow meter, a digital display and an audible and light alarm in conjunction with an external control system; S3, pressure unloading is carried out the capsule after the initial setting of concrete. The filling capsule and the construction method are used for the construction and filling of a underground diaphragm wall construction joint space, and are widely used for replacing the traditional processes such as sandbag throwing, buckle pipe locking and joint boxes. The multi-compartment underground diaphragm wall joint construction filling capsule and the construction method have the advantages of being simple and fast in construction, low in cost, capable of being recycled and the like.
本发明公开了一种多舱室地连墙接头施工填充囊及施工方法,填充囊包括外囊和设于外囊内的膨胀囊,多个所述膨胀囊通过连通管串联安装在外囊内,将外囊内部分隔成多个密封舱室,填充囊顶部在进水口处安装有进出水阀,顶部还安装有压力传感器,底部在出水口处安装有排污阀,方法包括S1、利用加载设备对填充囊进行压力加载;S2、通过压力传感器、流量计、数字显示屏和声光报警器与外部控制系统配合进行压力监控;S3、混凝土初凝后对囊进行压力卸载。本发明的填充囊及施工方法用于地下连续墙施工接头空间的施工填充,广泛用于代替抛沙包、锁扣管、接头箱等传统工艺,具有施工简单快捷,成本低廉,能够循环使用等优点。
Multi-compartment underground diaphragm wall joint construction filling capsule and construction method
一种多舱室地连墙接头施工填充囊及施工方法
CHEN KAI (Autor:in) / ZHAI SHIHONG (Autor:in) / YANG ZHAO (Autor:in) / ZHAO KUN (Autor:in) / CHAI CHENGRONG (Autor:in) / LIU ZEMING (Autor:in) / JIANG ZHAOLI (Autor:in) / BAO GAOQIANG (Autor:in) / WU NING (Autor:in) / TIAN LIANGJIAN (Autor:in)
15.05.2020
Patent
Elektronische Ressource
Chinesisch
IPC:
E02D
FOUNDATIONS
,
Gründungen
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