Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Shield concrete sleeve launching and entering method and building structure
The invention discloses a shield concrete sleeve launching and entering method. The method comprises the construction steps of end pile foundation supporting, retaining wall supporting, end backfilling and reinforcing and launching platform building. A main body structure for shield launching construction is constructed through end pile foundation supporting, retaining wall supporting and end backfilling and reinforcing, a construction platform is provided for entering construction of a shield tunneling machine through launching platform building, shield launching construction of complex terrains and surrounding sensitive environments can be well adapted, safe and rapid shield launching under the condition that the surrounding environment influence is small is achieved, and reference is provided for similar projects in future.
本发明公开了一种盾构混凝土套筒始发进洞方法,包括端头桩基础支护、挡土墙设支护、端头回填加固和始发平台建造等四个方面的施工步骤,端头桩基础支护、挡土墙设支护、端头回填加固构造出用于盾构始发施工的主体结构,始发平台建造为盾构机的入场施工提供了施工平台,能够较好适应复杂地形与周边敏感环境的盾构始发施工,实现了满足周边环境影响较小的条件下盾构安全快速始发,为今后类似工程提供了借鉴与参考。
Shield concrete sleeve launching and entering method and building structure
The invention discloses a shield concrete sleeve launching and entering method. The method comprises the construction steps of end pile foundation supporting, retaining wall supporting, end backfilling and reinforcing and launching platform building. A main body structure for shield launching construction is constructed through end pile foundation supporting, retaining wall supporting and end backfilling and reinforcing, a construction platform is provided for entering construction of a shield tunneling machine through launching platform building, shield launching construction of complex terrains and surrounding sensitive environments can be well adapted, safe and rapid shield launching under the condition that the surrounding environment influence is small is achieved, and reference is provided for similar projects in future.
本发明公开了一种盾构混凝土套筒始发进洞方法,包括端头桩基础支护、挡土墙设支护、端头回填加固和始发平台建造等四个方面的施工步骤,端头桩基础支护、挡土墙设支护、端头回填加固构造出用于盾构始发施工的主体结构,始发平台建造为盾构机的入场施工提供了施工平台,能够较好适应复杂地形与周边敏感环境的盾构始发施工,实现了满足周边环境影响较小的条件下盾构安全快速始发,为今后类似工程提供了借鉴与参考。
Shield concrete sleeve launching and entering method and building structure
盾构混凝土套筒始发进洞方法及建筑结构
XU JIAJIA (Autor:in) / HUANG YONGJIE (Autor:in) / YUAN JINPENG (Autor:in) / GUO JINNING (Autor:in) / ZHAO WANGFEI (Autor:in) / MAI BINGYAN (Autor:in)
26.10.2021
Patent
Elektronische Ressource
Chinesisch
Top shield launching structure and construction method thereof
Europäisches Patentamt | 2024
|Shield launching and receiving reinforcing structure and method based on waterproof curtain
Europäisches Patentamt | 2022
|Method for reinforcing shield launching and receiving soil mass
Europäisches Patentamt | 2022
|Reinforcing method for soil body at shield launching end
Europäisches Patentamt | 2023
|Influence of Shield Launching and Receiving on Working Shaft Retaining Structure
DOAJ | 2024
|