Shield tunnel duct piece both-way prestress strengthening device and construction method

A shield tunnel segment and reinforcement device technology, which is applied in tunnels, tunnel linings, shaft equipment, etc., can solve the problems of a large number of support devices and complex internal structures, etc., and achieve increased strength and improved resistance to uneven settlement or unevenness The effect of load capacity

Active Publication Date: 2016-03-16
JINAN RAILWAY TRANSPORT GRP CO LTD
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  • Abstract
  • Description
  • Claims
  • Application Information

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Problems solved by technology

Patent 201410311274.2 discloses a reinforcement method for setting support inside a shield tunnel. In this application, a steel ring is set and the steel ring is supported by I-shaped steel to achieve circumferential and longitudinal rigidity and

Method used

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  • Shield tunnel duct piece both-way prestress strengthening device and construction method
  • Shield tunnel duct piece both-way prestress strengthening device and construction method
  • Shield tunnel duct piece both-way prestress strengthening device and construction method

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Embodiment Construction

[0046] The present invention will be further described below in conjunction with the accompanying drawings and embodiments.

[0047] Such as figure 1 It is a schematic diagram of a prestressed segment, a two-way prestressed reinforcement device for a shield tunnel segment, including several sets of combined segments with two rings of special segments in the middle arranged in the circumferential direction, and the special segments are arranged towards the inner direction of the tunnel. There are grooves, the depth of the groove is half of the thickness of the special segment, the width of the groove is 2 / 3 of the width of the special segment, and a stress ring composed of two stress half rings is embedded in the groove. There are several groups of common segments (5 rings to 25 rings, the number of segments can be determined according to engineering needs) coaxial and the same diameter as the combined segments between adjacent groups of combined segments, and the stress in eac...

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Abstract

The invention discloses a shield tunnel duct piece both-way prestress strengthening device and a construction method. The device comprises a plurality of sets of combined duct pieces arranged in the circular direction, and at least one ring of special duct piece is arranged in the middle of each combined duct piece. A plurality of sets of ordinary duct pieces coaxial with the combined duct pieces are arranged between the adjacent combined duct pieces. A stress ring is embedded in each ring of special duct piece. Each stress ring comprises at least two sections of half stress rings. The two stress rings, the same in position, on every two adjacent combined duct pieces are connected through a fastening structure. The shield tunnel duct piece both-way prestress strengthening device has the beneficial effects that the stress rings are arranged in the circular direction of the duct pieces, the duct pieces are supported through the stress rings in the circular direction, and the strengthening of the duct pieces in the circular direction is achieved; in the longitudinal direction of the duct pieces, the duct pieces are tightly extruded through steel strands, and uneven longitudinal deformation of the tunnel duct pieces is limited; longitudinal and circular-direction strengthening is carried out on the duct pieces at the same time, a simply supported beam effect is formed through the duct pieces within a certain length range, the uneven settlement or uneven load resisting capability of the duct pieces is improved, and the strength of the shield tunnel duct pieces is improved.

Description

technical field [0001] The invention relates to the construction of a shield tunnel segment, relates to rail transit and tunnel technologies, belongs to the field of engineering technology, and specifically relates to a shield tunnel segment bidirectional prestress reinforcement device and a construction method. Background technique [0002] Shield construction has been more and more applied to the construction of urban subways and tunnels crossing mountains or rivers due to its fast excavation speed, less impact on the environment, high automation, and small disturbance to the ground. However, shield tunnel segments The width will be limited in size, resulting in the assembly of a large number of segments within a certain depth of the tunnel. During the later operation of the shield tunnel, the vibration load caused by the operation of the vehicle and the uneven load caused by the bad ground will lead to Uneven settlement or even fracture occurs between the tunnel segments ...

Claims

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Application Information

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IPC IPC(8): E21D11/08E21D11/10
CPCE21D11/08E21D11/107
Inventor 王国富王丹路林海孙捷城
Owner JINAN RAILWAY TRANSPORT GRP CO LTD
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