Adjustable inverted arch type supporting component for tunnel and bridge construction and using method of adjustable inverted arch type supporting component

A bridge construction and tunnel technology, applied in tunnels, tunnel linings, earthwork drilling, etc., can solve the problems of large steel consumption, inconvenient combined support, and failure to give full play to the mechanical properties of supports, and achieve reasonable structure and improved support. Strength and stability, the effect of ensuring support strength

CN114738008AActive Publication Date: 2022-07-12江苏北港建设有限公司
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Patent Information

Authority / Receiving Office
CN · China
Patent Type
Applications(China)
Current Assignee / Owner
Publication Date
2022-07-12

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Abstract

The invention relates to the technical field of tunnels, in particular to an adjustable inverted arch type supporting component for tunnel bridge construction and a using method thereof, and solves the problems that in the prior art, all inverted arch type supporting components are independent mechanisms and cannot be combined with connecting structures to support internal extension parts, so that the steel consumption is large, combined supporting is inconvenient, and the construction cost is low. And the stress characteristic of the supporting piece is not fully exerted. The invention discloses an adjustable inverted arch type supporting component for tunnel and bridge construction and a using method thereof, the adjustable inverted arch type supporting component comprises a tunnel, two supporting mechanisms and a plurality of supporting modules arranged in the tunnel, each supporting module comprises a connecting mechanism and an assembling extension mechanism, and each supporting mechanism comprises a base. The supporting structure is reasonable in structure, the two ends of the interior of the tunnel are supported only through the two inverted arch type supporting structures, the middle section of the tunnel is supported in a butt joint mode through the light-weight supporting modules, interconnection supporting can be achieved, and the stress characteristic of the supporting structure is greatly improved.
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Description

technical field

[0001] The invention relates to the technical field of tunnels, in particular to an adjustable reverse arch type supporting member for tunnel bridge construction and a method for using the same. Background technique

[0002] With the development of my country's urban economy, a large number of urban population has been concentrated, which has caused huge pressure on public transportation. The problem of urban traffic congestion is not uncommon, which seriously restricts the further development of the city. In order to solve the urban traffic problem, a large number of overpasses and viaducts have been built. However, because the ground bridges have a greater impact on the urban environment and reduce the use value of the surrounding land, bridges across rivers and rivers also have an impact on the waterway. At the same time, in order to solve the problem of air defense, many cities have turned traffic underground, and built underground interchanges, subways a...

Examples

Embodiment 1

[0038] refer to Figure 1-8 , an adjustable reverse arch type support member for tunnel bridge construction, comprising a tunnel 2, two support mechanisms 3 and several groups of support modules 1 arranged inside the tunnel 2;

[0039] Each group of support modules 1 includes a connection mechanism 4 and an assembly extension mechanism 5;

[0040] The support mechanism 3 includes a base 301, a support frame 302 and a reverse arch support plate 1 303, the support frame 302 is detachably connected to the top of the base 301, and the reverse arch support plate 1 303 is detachably connected to the top of the support frame 302;

[0041] The connecting mechanism 4 includes a second anti-arch supporting plate 403 and two extending connecting rods 402 symmetrically arranged at the bottom of the second anti-arch supporting plate 403, and both ends of each extending connecting rod 402 are fixedly connected with extending connecting pieces 401;

[0042] The assembly and extension mechan...

Embodiment 2

[0046] refer to Figure 1-8 , the bottom of the reverse arch support plate 1 303 is connected to the top of the support frame 302 through the top support frame 308, the interior of the top support frame 308 is fixedly connected with a number of internal reinforcement structures 309, and both sides of the top support frame 308 are provided with Arch support plate 1 303 is an edge support plate 305 to which the inner wall is attached, one side of each edge support plate 305 is fixedly connected with the top support frame 308 through the connecting cross bar 306, and the bottom side of the connecting cross bar 306 is fixedly connected with the support The corner docking pieces 304 are fitted at the top corners of the frame 302 , a number of built-in tension rods 320 are inclined on both sides of the inner side of the support frame 302 , and the other two sides of the inner side of the support frame 302 are along the vertical direction of the support frame 302 . A number of built-...

Embodiment 3

[0049] refer to Figure 1-8A method of using an adjustable reverse arch type supporting member for tunnel bridge construction, comprising: when the tunnel is excavated, two supporting mechanisms 3 are installed at both ends of the interior of the tunnel to support the top of the tunnel, and inside the tunnel The middle position is supported by the support module 1 and connected with the two support mechanisms 3. The base 301 of the support mechanism 3, the support frame 302 and the reverse arch support plate 1 303 form a support structure supporting the reverse arch type to the tunnel 2. The inner two ends are supported, the support mechanism 3 at one end is connected with the assembly extension mechanism 5 through the connection mechanism 4, the support mechanism 3 at the other end is connected with the assembly extension mechanism 5 through the connection mechanism 4, and the assembly extension mechanism 5 at both ends is connected by several The supporting modules 1 are ass...