Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Construction method of bearing platform pile combined structure
The invention discloses a construction method of a bearing platform pile composite structure, which comprises the following steps: S1, according to the construction characteristics of the bearing platform pile composite structure, the pouring sequence of the bearing platform pile composite structure is divided into a first pouring layer and a second pouring layer; the first pouring layer comprises a pile foundation of a bearing platform pile combined structure and a first bearing platform plate, and the second pouring layer comprises a second bearing platform plate of the bearing platform pile combined structure and a cantilever; s2, overall pouring construction of the first pouring layer is conducted firstly; and overall pouring construction of the second pouring layer is conducted on the basis of the first pouring layer, and pouring construction of the bearing platform pile combined structure is completed. Compared with a traditional construction method that two layers of construction joints are poured for three times, the construction method has the advantages that rapid pouring construction of one joint and three structures of the bearing platform pile combined structure is achieved, the construction joints generated through pouring are arranged in the bearing platform, and therefore the bearing capacity and the overall quality of the bearing platform pile combined structure are remarkably improved, and the construction efficiency is improved. And a positive effect is achieved on large-scale application and popularization of the bearing platform pile combined structure.
本发明公开了一种承台桩组合结构的施工工法，包括以下步骤：S1：根据承台桩组合结构的构造特点，将承台桩组合结构浇筑顺序分为第一浇筑层和第二浇筑层；所述第一浇筑层包括承台桩组合结构的桩基和第一承台板，所述第二浇筑层包括承台桩组合结构的第二承台板和悬臂；S2：先进行第一浇筑层的整体浇筑施工；再在第一浇筑层的基础上进行第二浇筑层的整体浇筑施工，完成承台桩组合结构的浇筑施工。与传统工法“三次浇筑二层施工缝”相比，该施工工法实现了承台桩组合结构“一缝三结构”的快速浇筑施工，并将浇筑产生的施工缝设置于承台内部，从而使承台桩组合结构的承载能力和整体质量都得到了显著提高，对承台桩组合结构的大规模推广应用具有积极作用。
Construction method of bearing platform pile combined structure
The invention discloses a construction method of a bearing platform pile composite structure, which comprises the following steps: S1, according to the construction characteristics of the bearing platform pile composite structure, the pouring sequence of the bearing platform pile composite structure is divided into a first pouring layer and a second pouring layer; the first pouring layer comprises a pile foundation of a bearing platform pile combined structure and a first bearing platform plate, and the second pouring layer comprises a second bearing platform plate of the bearing platform pile combined structure and a cantilever; s2, overall pouring construction of the first pouring layer is conducted firstly; and overall pouring construction of the second pouring layer is conducted on the basis of the first pouring layer, and pouring construction of the bearing platform pile combined structure is completed. Compared with a traditional construction method that two layers of construction joints are poured for three times, the construction method has the advantages that rapid pouring construction of one joint and three structures of the bearing platform pile combined structure is achieved, the construction joints generated through pouring are arranged in the bearing platform, and therefore the bearing capacity and the overall quality of the bearing platform pile combined structure are remarkably improved, and the construction efficiency is improved. And a positive effect is achieved on large-scale application and popularization of the bearing platform pile combined structure.
本发明公开了一种承台桩组合结构的施工工法，包括以下步骤：S1：根据承台桩组合结构的构造特点，将承台桩组合结构浇筑顺序分为第一浇筑层和第二浇筑层；所述第一浇筑层包括承台桩组合结构的桩基和第一承台板，所述第二浇筑层包括承台桩组合结构的第二承台板和悬臂；S2：先进行第一浇筑层的整体浇筑施工；再在第一浇筑层的基础上进行第二浇筑层的整体浇筑施工，完成承台桩组合结构的浇筑施工。与传统工法“三次浇筑二层施工缝”相比，该施工工法实现了承台桩组合结构“一缝三结构”的快速浇筑施工，并将浇筑产生的施工缝设置于承台内部，从而使承台桩组合结构的承载能力和整体质量都得到了显著提高，对承台桩组合结构的大规模推广应用具有积极作用。
Construction method of bearing platform pile combined structure
一种承台桩组合结构的施工工法
YANG QUAN (Autor:in) / LI ANHONG (Autor:in) / GAO BAISONG (Autor:in) / TAO QI (Autor:in) / YAO YUCHUN (Autor:in) / GUO HAIQIANG (Autor:in) / LI LIAN (Autor:in) / WANG ZHANSHENG (Autor:in) / YANG SHUMEI (Autor:in) / WANG ZHIMENG (Autor:in)
14.11.2023
Patent
Elektronische Ressource
Chinesisch
IPC:
E02D
FOUNDATIONS
,
Gründungen
| Europäisches Patentamt | 2024
Bridge high-pile bearing platform, bridge pile foundation structure and construction method thereof
| Europäisches Patentamt | 2020
| Europäisches Patentamt | 2023
| Europäisches Patentamt | 2022
Slope bridge construction pile foundation bearing platform
| Europäisches Patentamt | 2024