Lining structure of a horseshoe-shaped shield tunnel

A shield tunnel and horseshoe-shaped technology, which is applied in the direction of tunnel lining, tunnel lining, shaft lining, etc., can solve the problems that circular tunnels cannot give full play to their structural advantages and low space utilization, so as to improve the stress conditions of bolts, reduce the number and Types, Effects of Optimized Geometry Design

Inactive Publication Date: 2016-04-06
TONGJI UNIV
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AI Technical Summary

Problems solved by technology

Although shield technology has advanced by leaps and bounds, its geometric shape is still mainly circular. Although circular tunnels have great advantages in terms of stress conditions and mechanical design, their problem is that the space utilization rate is low; on the other hand , in the soil layer with a small lateral pressure coefficient, the circular tunnel cannot give full play to its structural advantages

Method used

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  • Lining structure of a horseshoe-shaped shield tunnel
  • Lining structure of a horseshoe-shaped shield tunnel
  • Lining structure of a horseshoe-shaped shield tunnel

Examples

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Embodiment 1

[0031] Embodiment 1: as Figure 1 to Figure 9 As shown, one ring of the horseshoe-shaped shield tunnel lining structure of the present invention includes 10 segments of 7 types, which are respectively a capping block 1, a first standard block 2, a first transition block 3, a second transition block 4, and a second standard block 5. The first corner block 6 and the second corner block 7 . There are longitudinal hand holes 8, circumferential hand holes 9 and grouting holes 10 on each segment. First assemble the second standard block 4 at the bottom, then assemble the first corner block 6 and the second corner block 7 to both sides, then assemble the second standard block 5 upwards, then assemble the first transition block 3 and the second transition block 4, and then Assemble the first standard block 2, and finally assemble the capping block 1. The top of the capping block 1, the first standard block 2 connected to its two sides and the first transition block 3 and the second ...

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Abstract

The invention relates to a horseshoe-shaped shield tunnel lining structure. A ring of the lining structure consists of ten pipe pieces which are classified into 7 types and comprises a first standard block, a second standard block, a first corner block, a second corner block, a first transition block, a second transition block and a top sealing block. During pipe piece splicing, firstly the second standard block at the bottom is spliced, and then the first corner block, the second corner block, the second standard block, the first transition block, the second transition block, the first standard block and the top sealing block are spliced towards two sides. The pipe pieces are annularly and radially connected by virtue of hand holes via bolts. The horseshoe-shaped shield tunnel lining structure has the advantages that the stress characteristics of the horseshoe-shaped lining structure are considered, and a shield tunnel horseshoe-shaped pipe piece structure design is section-variable, so that the structure space and the material strength are fully used; edges of partial pipe pieces are of a stepped design, so that the capability of bearing the shear force is improved; the single ring is less in pipe piece quantity and form; the positions of the radial hand holes meet a certain geometrical relationship, so that one set of pipe pieces can meet the requirement of staggered splicing.

Description

technical field [0001] The invention relates to a lining structure form of a shield tunnel, in particular to a lining structure of a horseshoe-shaped shield tunnel. Background technique [0002] At present, the shield method has become one of the main methods of urban tunneling. After decades of development, my country's shield technology has made great progress, especially the construction of a large number of rail transit projects, which has promoted the development of my country's shield technology to the world's advanced level. The development of the shield tunneling method has been quite mature. Through the adjustment of the main technical schemes such as the balance method of the excavation surface and the form of the cutterhead, the shield tunneling method has strong stratum adaptability. From small municipal pipeline tunnels, to subway tunnels with a diameter of several meters, to large cross-river tunnels with a diameter of more than 15m, the shield method can be u...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E21D11/10
Inventor 张子新李佳宇朱叶艇
Owner TONGJI UNIV
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