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Existing metro station interchange joint underground excavation section lifting construction method

A technology with existing subway and construction methods, applied in underground chambers, earth-moving drilling, wellbore lining and other directions, can solve problems such as inappropriate background technology and subway station subsidence, and achieve process improvement, construction progress increase, and process connection. tight effect

Active Publication Date: 2019-08-23
ERCHU CO LTD OF CHINA RAILWAY TUNNEL GRP
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  • Abstract
  • Description
  • Claims
  • Application Information

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Problems solved by technology

[0006] However, the above technical solution has the problem of subsidence of the existing subway station at the transfer node during construction (this part is a description of beneficial effects, it is not appropriate to put it in the background technology, and it is moved to the embodiment part)

Method used

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  • Existing metro station interchange joint underground excavation section lifting construction method
  • Existing metro station interchange joint underground excavation section lifting construction method

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Embodiment Construction

[0050] Such as Figure 1 to Figure 2 As shown, this embodiment takes the construction of a certain subway station as an example to describe in detail.

[0051] In this embodiment, the newly-built subway station is an island-style station with three floors and double columns underground. The main structure of the station is a three-story, three-span rectangular frame structure, which is constructed by the open-cut construction method. It forms a cross transfer station with the existing line station. The station of the existing line is a two-story underground station, and the base plate of the negative second floor of the existing line at the transfer node is the middle plate of the negative second floor of the new line, and the transfer node is constructed by the underground excavation method. During the construction of existing line stations, two rows of 800mm-thick underground diaphragm walls were set up under the bottom plate at the position of the transfer node for the unde...

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Abstract

The invention discloses an existing metro station interchange joint underground excavation section lifting construction method. The method comprises the following steps that 1, a ground connecting wall is excavated and exploded from the two sides of an existing line main body structure; 2, excavating is carried out to the interchange joint underground excavation section below the existing line main body structure; a newly-built main body structure is made, a negative one layer side wall and a top plate of the newly-built main body structure are connected with a negative one layer side wall anda top plate of the existing line main body structure, and a negative second layer side wall and a middle plate of the newly-built main body structure are connected with a negative second layer side wall and a middle plate of the existing line main body structure, so that a lifting system is formed; 4, water falling and grouting reinforcement is carried out on the interchange joint underground excavation section; 5, the reinforced interchange joint underground excavation section is excavated, and underground excavation main body structure construction is carried out; and 6, the remaining ground connecting wall is exploded, and post-cast strips are poured. Stress on the connecting portion of the existing line main body structure and the newly-built main body structure is monitored. The method reduces the risk of sediment of the existing structure in the excavation process.

Description

technical field [0001] The invention relates to the technical field of underground excavation construction, in particular to a lifting construction method for an existing subway station transfer node underground excavation section. Background technique [0002] With the development of the national economy, the number of urban subway constructions is increasing day by day. With the increase of line interchange planning, the number of transfer stations is also increasing. In China, there are two methods for the reservation of transfer nodes: the first method, the station under construction in the early stage only reserves the excavation conditions for the negative third floor of the transfer node in the later stage, and only prepares the enclosure structure for the later station construction (ground connection wall) and the supporting column in the middle, so that the position of the transfer node in the later station construction is in the closed box state of the surrounding ...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E21D9/00E21D9/14E21D11/10E21F16/02G01D21/02
CPCE21D9/00E21D9/14E21D11/003E21D11/105E21F16/02G01D21/02
Inventor 黄学军杨建礼黄章君李悦张扬冯飞董武斌宋康年刘建威刘建平霍智坤谭建兵崔现慧彭兴宇刘智华林兵王伟郭朝飞宋俊李豪杰
Owner ERCHU CO LTD OF CHINA RAILWAY TUNNEL GRP
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