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A platform for research: civil engineering, architecture and urbanism
Basement shear wall leaking stoppage method and structure
The invention discloses a basement shear wall leaking stoppage method and structure. The structure comprises a shear wall, wherein a chiseling hole is formed in a seepage hole of the shear wall; a drainage pipe is installed in the chiseling hole; one end of the drainage pipe is wrapped with a filter screen; a water plugging valve is installed at the other end of the drainage pipe; a rubber water stop ring is additionally arranged on the outer wall of the drainage pipe; the end, wrapped with the filter screen, of the drainage pipe is inserted into the seepage hole till the end makes contact with backfill on the outer side of the shear wall; and primary concrete and secondary concrete are sequentially poured into the chiseling hole from inside to outside. According to the basement shear wall leaking stoppage method and structure, leaking stoppage and drainage are combined, the high strength and the compactness of the concrete are fully utilized for restoring the self-waterproof effect, the drainage pipe and a pressure relief pipe are combined for plugging, a leakage treatment double-insurance measure is formed, the design performance and waterproof requirements are met, and the basement shear wall leaking stoppage method and structure have the advantages of being low in cost, easy and convenient to implement, capable of guaranteeing quality and the like, and have good applicability to common basement shear wall leakage treatment.
本发明公开了一种地下室剪力墙堵漏方法及结构，该结构包括剪力墙，在剪力墙的渗流孔洞处开设有凿除孔洞，在凿除孔洞内安装有引流管，在引流管的一端包扎有过滤网，另一端安装有堵水阀门，同时在引流管的外壁上加设橡胶止水环，所述引流管包扎有过滤网的一端插入渗流孔洞中，直至与剪力墙外侧的回填土接触，在凿除孔洞中从里至外依次浇筑有第一次混凝土和第二次混凝土。本发明对渗漏点采用堵排结合，并充分利用混凝土高强度和密实性能还原自防水作用，以引流泄压管封堵相结合，形成渗漏处理双保险措施，满足设计性能及防水要求，具有成本低、实施简便、质量保证等特点，对常见地下室剪力墙渗漏处理具有较好的适用性。
Basement shear wall leaking stoppage method and structure
The invention discloses a basement shear wall leaking stoppage method and structure. The structure comprises a shear wall, wherein a chiseling hole is formed in a seepage hole of the shear wall; a drainage pipe is installed in the chiseling hole; one end of the drainage pipe is wrapped with a filter screen; a water plugging valve is installed at the other end of the drainage pipe; a rubber water stop ring is additionally arranged on the outer wall of the drainage pipe; the end, wrapped with the filter screen, of the drainage pipe is inserted into the seepage hole till the end makes contact with backfill on the outer side of the shear wall; and primary concrete and secondary concrete are sequentially poured into the chiseling hole from inside to outside. According to the basement shear wall leaking stoppage method and structure, leaking stoppage and drainage are combined, the high strength and the compactness of the concrete are fully utilized for restoring the self-waterproof effect, the drainage pipe and a pressure relief pipe are combined for plugging, a leakage treatment double-insurance measure is formed, the design performance and waterproof requirements are met, and the basement shear wall leaking stoppage method and structure have the advantages of being low in cost, easy and convenient to implement, capable of guaranteeing quality and the like, and have good applicability to common basement shear wall leakage treatment.
本发明公开了一种地下室剪力墙堵漏方法及结构，该结构包括剪力墙，在剪力墙的渗流孔洞处开设有凿除孔洞，在凿除孔洞内安装有引流管，在引流管的一端包扎有过滤网，另一端安装有堵水阀门，同时在引流管的外壁上加设橡胶止水环，所述引流管包扎有过滤网的一端插入渗流孔洞中，直至与剪力墙外侧的回填土接触，在凿除孔洞中从里至外依次浇筑有第一次混凝土和第二次混凝土。本发明对渗漏点采用堵排结合，并充分利用混凝土高强度和密实性能还原自防水作用，以引流泄压管封堵相结合，形成渗漏处理双保险措施，满足设计性能及防水要求，具有成本低、实施简便、质量保证等特点，对常见地下室剪力墙渗漏处理具有较好的适用性。
Basement shear wall leaking stoppage method and structure
一种地下室剪力墙堵漏方法及结构
LUO TIANHONG (author) / FENG XUERUI (author) / YAN KEZHEN (author) / XIE MINGKANG (author)
2021-04-06
Patent
Electronic Resource
Chinese
IPC:
E02D
FOUNDATIONS
,
Gründungen
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