Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Underground diaphragm wall rubber waterstop joint and construction method thereof
The invention relates to the technical field of underground diaphragm walls, in particular to an underground diaphragm wall rubber waterstop connector which comprises a connector plate and a rubber waterstop installed on the connector plate, one side of the rubber waterstop is poured in concrete, the connector plate comprises a plate body and a groove formed in the plate body, and the rubber waterstop is arranged in the groove. A groove hole used for installing the rubber waterstop is formed in the middle of the groove body, the rubber waterstop comprises a saw-shaped toothed belt part, a trapezoid solid part, a connecting spherical part and a steel edge part which are sequentially connected, and the saw-shaped toothed belt part is located outside the groove hole and poured in concrete. The cross section of the trapezoid solid part is of a trapezoid structure, the saw-shaped tooth belt part is connected to the long bottom edge of the trapezoid of the trapezoid solid part, the connecting spherical part is used for being connected with the steel edge part and located in the slotted hole, and a half of the trapezoid solid part is clamped in the slotted hole. The invention further discloses a construction method of the underground diaphragm wall rubber water-stop belt connector. The underground diaphragm wall rubber water-stop belt connector has the effect that the situation that the rubber water-stop belt is torn when the connector plate is taken down is reduced.
本申请涉及一种地下连续墙的技术领域，尤其是涉及一种地下连续墙橡胶止水带接头，其包括接头板和安装在接头板上的橡胶止水带，橡胶止水带的一侧浇筑在混凝土内，接头板包括板体和安装在板体上的槽体，槽体的中部形成有用于安装橡胶止水带的槽孔，橡胶止水带包括依次连接的锯形齿带部、梯形实心部、连接球形部和钢边部，锯形齿带部位于槽孔的外部并浇筑在混凝土内，梯形实心部的横截面为梯形结构且锯形齿带部连接在梯形实心部所呈梯形的长底边位置，连接球形部用于连接钢边部且位于槽孔内，梯形实心部的一半夹在槽孔内。本申请还公开一种地下连续墙橡胶止水带接头的施工方法，本申请具有减少橡胶止水带在取下接头板时发生撕裂的情况的效果。
Underground diaphragm wall rubber waterstop joint and construction method thereof
The invention relates to the technical field of underground diaphragm walls, in particular to an underground diaphragm wall rubber waterstop connector which comprises a connector plate and a rubber waterstop installed on the connector plate, one side of the rubber waterstop is poured in concrete, the connector plate comprises a plate body and a groove formed in the plate body, and the rubber waterstop is arranged in the groove. A groove hole used for installing the rubber waterstop is formed in the middle of the groove body, the rubber waterstop comprises a saw-shaped toothed belt part, a trapezoid solid part, a connecting spherical part and a steel edge part which are sequentially connected, and the saw-shaped toothed belt part is located outside the groove hole and poured in concrete. The cross section of the trapezoid solid part is of a trapezoid structure, the saw-shaped tooth belt part is connected to the long bottom edge of the trapezoid of the trapezoid solid part, the connecting spherical part is used for being connected with the steel edge part and located in the slotted hole, and a half of the trapezoid solid part is clamped in the slotted hole. The invention further discloses a construction method of the underground diaphragm wall rubber water-stop belt connector. The underground diaphragm wall rubber water-stop belt connector has the effect that the situation that the rubber water-stop belt is torn when the connector plate is taken down is reduced.
本申请涉及一种地下连续墙的技术领域，尤其是涉及一种地下连续墙橡胶止水带接头，其包括接头板和安装在接头板上的橡胶止水带，橡胶止水带的一侧浇筑在混凝土内，接头板包括板体和安装在板体上的槽体，槽体的中部形成有用于安装橡胶止水带的槽孔，橡胶止水带包括依次连接的锯形齿带部、梯形实心部、连接球形部和钢边部，锯形齿带部位于槽孔的外部并浇筑在混凝土内，梯形实心部的横截面为梯形结构且锯形齿带部连接在梯形实心部所呈梯形的长底边位置，连接球形部用于连接钢边部且位于槽孔内，梯形实心部的一半夹在槽孔内。本申请还公开一种地下连续墙橡胶止水带接头的施工方法，本申请具有减少橡胶止水带在取下接头板时发生撕裂的情况的效果。
Underground diaphragm wall rubber waterstop joint and construction method thereof
一种地下连续墙橡胶止水带接头及其施工方法
HUANG WEIYAN (Autor:in) / JIANG XIAOQIANG (Autor:in) / ZHANG ZHENG (Autor:in) / ZHOU DANWEI (Autor:in) / ZHAO PEI (Autor:in) / CHEN SIYU (Autor:in)
16.05.2023
Patent
Elektronische Ressource
Chinesisch
IPC:
E02D
FOUNDATIONS
,
Gründungen
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