Integrated fast construction method for shield machine

Abstract

The invention discloses an integrated fast construction method for a shield machine. According to the method, plain concrete is laid between a target construction position and a start construction position, so that after construction reaches the target construction position, the shield machine can conduct continuous excavation on the plain concrete till arriving the start construction position at the other end. The method has the advantages that the transit construction period of the shield machine can be shortened effectively; and the construction risk can be reduced. The method is applied to the field of building construction.

Description

technical field [0001] The invention relates to a building construction method, in particular to a rapid construction method of a shield machine. Background technique [0002] Since the tunnel section and the station will appear alternately in the subway construction line, or there are wind shafts and power shafts in the middle of the tunnel, the shield tunneling construction often involves the construction of shield tunneling. When the shield machine passes through the station, it needs to go through the procedures of arriving at the station, passing through the station and starting excavation again. In the traditional shield construction method, the continuity of the three processes of arrival, transit and departure is not strong, that is, after the shield arrives at the station, the shield body and trolley need to be disassembled first, and then translated or hoisted to the departure end respectively, and then After reassembly, start construction again. [0003] The abo...

AI Technical Summary

Problems solved by technology

In the traditional shield construction method, the continuity of the three processes of arrival, transit and departure is not strong, that is, after the shield arrives at the station, the shield body and trolley need to be disassembled first, and then translated or hoisted to the departure end respectively, and then Start construction again after reassembly

[0003] The above traditional construction methods have the following disadvantages: (1), the shield machine must be dismantled and reassembled, which will interrupt the tunneling of the shield, affect the continuity of construction, and slow down the construction period; (2), after dismantling, In the process of reassembling the shield machine, it is necessary to use large equipment such as receiving brackets and reaction frames, and the construction cost is high; (3), the disassembly and assembly process of the shield machine has many procedures, complicated processes, and high safety risks; (4) When the shield machine arrives, due to the lack of reaction force, the segment assembly quality is poor, and water leakage often occurs

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