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Combination structure of light and heavy segment lining in tbm tunnel and its design method

A technology of combined structure and design method, applied in tunnel lining, tunnel, wellbore lining, etc., can solve the problems of economic loss, high reinforcement amount, waste, etc., and achieve the effect of simple calculation process and reduction of production cost.

Active Publication Date: 2017-12-22
INST OF ROCK & SOIL MECHANICS CHINESE ACAD OF SCI
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

In the traditional design method, the reinforcement is designed according to the stress situation of the maximum stress point, and the steel reinforcement installed in the segment with less stress cannot be fully utilized, that is, the amount of reinforcement is too high. causing unnecessary waste
[0005] In addition, before the excavation of the tunnel, various types of segments have been prefabricated. According to the traditional reinforcement mode, there will inevitably be too many heavy-duty prefabricated segments and too few light-weight prefabricated segments, resulting in unnecessary economic costs. loss

Method used

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  • Combination structure of light and heavy segment lining in tbm tunnel and its design method

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Effect test

Embodiment 1

[0035] A combined light and heavy segment lining structure for tunnels, including tunnel lining segments, the lining segments in at least one section of the tunnel section are arranged in the following structure: in the same ring lining segment, segments at different positions along the tunnel ring , their reinforcement ratios are not exactly the same. Such as figure 1 As shown, the shield segment includes the top segment 1, the two side segments 2 and the bottom segment 3. When the lateral pressure coefficient of the surrounding rock is 0.7-0.9, the reinforcement ratio of the top segment 1 is different from that of the two side segments The ratio of the reinforcement ratio of 2 is 1.1-1.3; when the lateral pressure coefficient is 1.1-1.3, the ratio of the reinforcement ratio of the top segment 1 to the reinforcement ratio of the two side segments 2 is 0.6-0.9; when the lateral pressure When the coefficient is 1.3-1.5, the ratio of the reinforcement rate of the top segment 1 ...

Embodiment 2

[0069] Daban Tunnel uses this design scheme. At the beginning of the design, in order to adapt to different geological conditions and minimize the cost of concrete prefabricated segments, A-1, A, B, C, C-1, and C-2 were designed according to different surrounding rock types and external water conditions. , D and E type 8 kinds of prefabricated reinforced concrete segments, and configure different amounts of steel bars according to the different use conditions of each segment. The diameters of grade I steel bars used in steel bars are 6.5, 8, 10mm, and the diameters of grade II steel bars are 10, 12, 14, 16, 18, 20, 22mm. The service conditions and reinforcement ratios of 8 different segment types:

[0070] Type A-1 segment——suitable for drilling and blasting excavation of soil tunnel TBM sliding tunnel section and type II segment lining of rock cave without outer water surrounding, the design reinforcement rate is 83.34kg / m3 (85.28kg / m3) .

[0071] Type A segment—applicable...

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Abstract

The invention relates to a light-heavy segmental lining combined structure of a TBM tunnel and a design method thereof. The light-heavy segmental lining combined structure comprises tunnel lining segments, and is characterized in that the lining segments in at least one tunnel section are arranged as the following structure that in the lining segments on the same ring, the reinforcement ratios of the segments in different position of the ring direction of the tunnel are not completely identical. In the lining segments on the same ring, the segments in the different positions of the ring direction of the tunnel have different reinforcement ratios, the structure breaks through the technical prejudice that the reinforcement ratios of the lining segments on the same ring must be consistent in the industry, and the reinforcement ratios of the corresponding segments in different positions can be reasonably distributed according to ground stress conditions, so that the pertinence of a support structure is higher, and the reinforcement ratio of a small-stress portion is reduced on the premise of guaranteeing structure stability. By means of the structural design, the construction cost is greatly reduced, unnecessary waste of reinforcements is avoided, and remarkable social and economic benefits are achieved.

Description

technical field [0001] The invention belongs to the technical field of construction of a shield tunnel or a TBM tunnel, and in particular relates to a light and heavy segment lining composite structure of a TBM tunnel and a design method thereof. Background technique [0002] Segment lining is widely used in underground engineering constructed by TBM or shield machine: in TBM tunnel or shield tunnel, the tunnel boring machine assembles the prefabricated segments to form a lining to prevent deformation or collapse of surrounding rock. In tunnel construction, the cost of tunnel lining often accounts for about 40%-50% of the entire tunnel project cost. Since the structural design of the segment directly affects the structural safety of the tunnel, the amount of reinforcement in the segment must meet the stability of the tunnel. However, if the structural design of the segment is too conservative, it will cause a huge waste of construction economy. [0003] In the traditional ...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E21D11/08G06F17/50
CPCE21D11/08G06F30/13G06F30/17
Inventor 陈卫忠谭贤君田洪铭赵武胜
Owner INST OF ROCK & SOIL MECHANICS CHINESE ACAD OF SCI
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