A two-way split starting method for small shields in narrow shafts

A split origination and vertical shaft technology, which is applied in the direction of earth drilling, mining equipment, tunnels, etc., can solve the problems that the auxiliary equipment cannot be arranged on both sides of the trolley, the impact of cross construction is large, and the efficiency of shield tunneling is low. Achieve the effect of reducing shield supporting equipment and personnel input, saving construction period and cost, and saving split starting pipelines

Active Publication Date: 2021-06-08
CCTEB INFRASTRUCTURE CONSTR CO LTD +1
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  • Application Information

AI Technical Summary

Problems solved by technology

However, during the construction of the sewage transmission system project in the core area of ​​Dadong Lake, due to the small section of the tunnel, the supporting equipment behind the shield machine cannot be arranged on both sides of the trolley. The length of the shield machine and the supporting equipment is longer than that of the conventional shield machine, and The buried depth of the tunnel is long and the line is long. In order to save land and reduce costs, the size of the shaft is set to be small, and most of them are two-way starting shafts. The cross construction of two shield machines in the conventional method has a great impact. Separate starting and shield tunneling low efficiency

Method used

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  • A two-way split starting method for small shields in narrow shafts
  • A two-way split starting method for small shields in narrow shafts
  • A two-way split starting method for small shields in narrow shafts

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Embodiment Construction

[0048] Such as figure 1 As shown, it is a flowchart of a method for two-way splitting of a small shield in a narrow shaft according to the present invention. The specific implementation process includes the following steps:

[0049] S1:

[0050] ①. Design and customize a small shield machine according to the tunnel design requirements, shield excavation stratum characteristics, safety risks and other factors. Due to the small section of the tunnel, the supporting equipment behind the shield machine is arranged on the side of the trolley;

[0051] ②. According to the overall layout of the site, install the split starting pipeline required for the connection between the upper trolley and the underground trolley. Layout of shield supporting functions such as mixing station and cooling tower;

[0052]③.Use the gantry crane to hoist the starting bracket and the reaction frame into the well for installation and positioning. After the 1# shield machine enters the site, use the gant...

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Abstract

The invention discloses a two-way split initiation method for a small shield in a narrow shaft, which mainly includes seven major steps for implementation. By rationally arranging the sequence of trolleys going down the well, the split pipeline is the shortest, and at the same time, mid-setting Following problems such as pumping station or inability to return oil, improve construction efficiency, the method is concise and reasonable, the process division is clear, there is no complicated redundant process, the schedule requirements for shield starting are guaranteed, mutual interference in the starting process is avoided, and the space utilization rate is high. It can effectively reduce the size of the two-way starting shaft, and at the same time reduce the shield supporting equipment and personnel investment, save the split starting pipeline, and effectively reduce the construction difficulty and cost.

Description

technical field [0001] The invention belongs to the technical field of tunnel construction by shield tunneling method, and in particular relates to a two-way split starting method for small shield tunnels in narrow shafts. Background technique [0002] As a safe, fast and reliable tunnel construction method, the shield method has been widely used in tunnel construction in various fields. Shield method construction mainly includes three links, origination, excavation and reception. During the normal shield tunneling construction, the size of the starting shaft should be larger than the length of the shield machine and the supporting equipment, and the shield machine and the supporting equipment will be hoisted and lowered by the crane for debugging and connection, and then the overall initial excavation will be carried out. However, during the construction of the sewage transmission system project in the core area of ​​Dadong Lake, due to the small section of the tunnel, the...

Claims

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Application Information

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Patent Type & AuthorityPatents(China)
IPC IPC(8): E21D9/06E21D9/093E21D9/12
CPCE21D9/06E21D9/0607E21D9/12E21D9/093
Inventor戴小松刘开扬谷海华陈伟王浩叶亦盛蒋尚志杨强彭文韬曹钦
OwnerCCTEB INFRASTRUCTURE CONSTR CO LTD