Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Prefabricated vertical component and sleeve grouting construction method thereof
The invention relates to a prefabricated vertical component and a sleeve grouting construction method thereof. The prefabricated vertical component comprises a component body of a reinforced concretestructure, wherein a plurality of grouting sleeves are pre-buried in the component body, a grouting pipe and a plurality of indicating pipes arranged on the two sides of the grouting pipe are furtherpre-buried in the component body, the two ends of the grouting pipe and the two ends of the indicating pipes extend to the bottom face and the side face of the component body correspondingly and can communicate with the outer space of the component body, and the height of the connecting positions of the indicating pipes and the grouting pipe and the side face of the component body is larger than the height of the top of the grouting sleeves. According to the prefabricated vertical component and the sleeve grouting construction method thereof, the construction work efficiency is high, and supplementary grouting can be conducted, so that the engineering safety is guaranteed.
本发明涉及一种预制竖向构件及其套筒灌浆施工方法，包括钢筋混凝土结构的构件本体，构件本体内预埋有多个灌浆套筒，构件本体内还预埋有注浆管和设置在注浆管两侧的多根指示管，注浆管和指示管两端分别延伸至构件本体的底面和侧面，并能够与构件本体外部空间连通，指示管及注浆管与构件本体侧面的连接位置高度高于灌浆套筒顶部高度，本发明的预制构件及施工方法施工工作效率高，且能够进行补灌浆，保证了工程安全。
Prefabricated vertical component and sleeve grouting construction method thereof
The invention relates to a prefabricated vertical component and a sleeve grouting construction method thereof. The prefabricated vertical component comprises a component body of a reinforced concretestructure, wherein a plurality of grouting sleeves are pre-buried in the component body, a grouting pipe and a plurality of indicating pipes arranged on the two sides of the grouting pipe are furtherpre-buried in the component body, the two ends of the grouting pipe and the two ends of the indicating pipes extend to the bottom face and the side face of the component body correspondingly and can communicate with the outer space of the component body, and the height of the connecting positions of the indicating pipes and the grouting pipe and the side face of the component body is larger than the height of the top of the grouting sleeves. According to the prefabricated vertical component and the sleeve grouting construction method thereof, the construction work efficiency is high, and supplementary grouting can be conducted, so that the engineering safety is guaranteed.
本发明涉及一种预制竖向构件及其套筒灌浆施工方法，包括钢筋混凝土结构的构件本体，构件本体内预埋有多个灌浆套筒，构件本体内还预埋有注浆管和设置在注浆管两侧的多根指示管，注浆管和指示管两端分别延伸至构件本体的底面和侧面，并能够与构件本体外部空间连通，指示管及注浆管与构件本体侧面的连接位置高度高于灌浆套筒顶部高度，本发明的预制构件及施工方法施工工作效率高，且能够进行补灌浆，保证了工程安全。
Prefabricated vertical component and sleeve grouting construction method thereof
一种预制竖向构件及其套筒灌浆施工方法
SONG SHUANGYANG (Autor:in) / CUI SHIQI (Autor:in) / SUN JIANDONG (Autor:in) / SHI LEI (Autor:in) / LI XIAOPENG (Autor:in) / LIU WENZHENG (Autor:in)
05.02.2021
Patent
Elektronische Ressource
Chinesisch
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