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Underground structure anti-floating system and construction method
The invention relates to an underground structure anti-floating system and a construction method, and is applied to the technical field of underground structures. The anti-floating structure comprises a plurality of anti-floating anchor rods arranged below an underground structure body, the underground structure body is arranged in a foundation pit, the anti-floating anchor rods are arranged in a soil body at the bottom of the foundation pit, the tops of the anti-floating anchor rods are connected with the underground structure body, and the anti-floating structure further comprises an anti-floating mechanism and a water supply mechanism; the anti-floating mechanism is arranged in the soil body and used for providing anti-floating force, and the anti-floating mechanism is connected with all the anti-floating anchor rods; the water supply mechanism is used for collecting underground water and supplying the underground water to the anti-floating mechanism, and the water supply mechanism communicates with the anti-floating mechanism. The method has the following effect that the anti-floating effect of the building can be improved.
本申请涉及一种地下结构抗浮体系及施工方法,应用在地下结构技术的领域。其包括设于地下结构本体下方的若干抗浮锚杆,地下结构本体设置在基坑内,抗浮锚杆设置在基坑底部的土体内,且抗浮锚杆的顶部与地下结构本体连接,还包括抗浮机构和供水机构;抗浮机构设置在土体内用于提供抗浮力,抗浮机构与各个抗浮锚杆连接;供水机构用于收集地下水并将地下水向抗浮机构提供,供水机构与抗浮机构连通。本申请具有以下效果:可以提高建筑物的抗浮效果。
Underground structure anti-floating system and construction method
The invention relates to an underground structure anti-floating system and a construction method, and is applied to the technical field of underground structures. The anti-floating structure comprises a plurality of anti-floating anchor rods arranged below an underground structure body, the underground structure body is arranged in a foundation pit, the anti-floating anchor rods are arranged in a soil body at the bottom of the foundation pit, the tops of the anti-floating anchor rods are connected with the underground structure body, and the anti-floating structure further comprises an anti-floating mechanism and a water supply mechanism; the anti-floating mechanism is arranged in the soil body and used for providing anti-floating force, and the anti-floating mechanism is connected with all the anti-floating anchor rods; the water supply mechanism is used for collecting underground water and supplying the underground water to the anti-floating mechanism, and the water supply mechanism communicates with the anti-floating mechanism. The method has the following effect that the anti-floating effect of the building can be improved.
本申请涉及一种地下结构抗浮体系及施工方法,应用在地下结构技术的领域。其包括设于地下结构本体下方的若干抗浮锚杆,地下结构本体设置在基坑内,抗浮锚杆设置在基坑底部的土体内,且抗浮锚杆的顶部与地下结构本体连接,还包括抗浮机构和供水机构;抗浮机构设置在土体内用于提供抗浮力,抗浮机构与各个抗浮锚杆连接;供水机构用于收集地下水并将地下水向抗浮机构提供,供水机构与抗浮机构连通。本申请具有以下效果:可以提高建筑物的抗浮效果。
Underground structure anti-floating system and construction method
一种地下结构抗浮体系及施工方法
CUI YANJI (Autor:in) / CUI YANGUANG (Autor:in) / DONG JIE (Autor:in) / TANG ZONGYAO (Autor:in)
25.03.2022
Patent
Elektronische Ressource
Chinesisch
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