首页> 外国专利> UNDERGROUND AUXILIARY TUNNEL STRUCTURE AND CONSTRUCTION METHOD FOR UNDERGROUND AUXILIARY TUNNEL STRUCTURE USING PRESSSED PIPE

UNDERGROUND AUXILIARY TUNNEL STRUCTURE AND CONSTRUCTION METHOD FOR UNDERGROUND AUXILIARY TUNNEL STRUCTURE USING PRESSSED PIPE

机译:地下辅助隧道结构及压管法施工地下辅助隧道的方法

摘要

The present invention is to provide an underground auxiliary passage structure and a steel pipe jacking method for constructing the same. The underground auxiliary passage structure comprises a main passage structure (100) and an auxiliary passage structure (200), wherein the main passage structure (100) includes: multiple main passage beam steel pipes (110) installed along the outline of an underground structure to be installed, installed underground, and installed to be mutually separated at a certain distance in parallel; main passage walls (120) installed at the lower sides of the main passage beam steel pipes (110); and a main passage upper slab (130) formed by multiple slab steel pipes (131) perpendicularly installed between the main passage beam steel pipes (110), and the auxiliary passage structure (200) having multiple auxiliary passage beam steel pipes (210) installed to be perpendicularly extended from the side wall of the main passage beam steel pipes (110) is perpendicularly installed at the side of the main passage structure (100). According to the present invention, construction periods and construction costs for the underground auxiliary passage structure are reduced by improving the constructability of the underground auxiliary passage structure; the structural stability of the underground auxiliary passage structure is secured throughout the process and completion of the construction of the underground auxiliary passage structure; and the constructability and stability of the underground auxiliary passage structure is improved even in an underground water area.
机译:本发明旨在提供一种地下辅助通道结构及其建造方法。地下辅助通道结构包括主通道结构(100)和辅助通道结构(200),其中,主通道结构(100)包括:沿着地下结构的轮廓安装的多个主通道梁钢管(110),用于沿地下结构的轮廓布置。安装,安装在地下,并相互平行隔开一定距离安装;主通道壁(120)安装在主通道梁钢管(110)的下侧;主通道上平板(130)由垂直安装在主通道梁钢管(110)之间的多个平板钢管(131)和安装有多个辅助通道梁钢管(210)的辅助通道结构(200)形成从主通道梁(110)的侧壁垂直延伸出的壁板(110)垂直地安装在主通道结构(100)的侧面。根据本发明,通过改善地下辅助通道结构的可施工性,减少了地下辅助通道结构的工期和建造成本。在整个地下辅助通道结构的施工过程和完成过程中,确保了地下辅助通道结构的结构稳定性;即使在地下水区域,地下辅助通道结构的可施工性和稳定性也得到改善。

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