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A device for referencing negative rings of steel structures with super-large cross-section rectangular pipe jacking construction

A super-large cross-section and steel structure technology, applied in mining equipment, shaft equipment, shaft lining, etc., can solve problems such as high risk of hoisting, long production cycle, and high cost of construction, so as to achieve easy turnover hoisting, reduce cost and use cost, The effect of easy replacement

Active Publication Date: 2022-02-01
CHINA RAILWAY TUNNEL GROUP CO LTD +1
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0007] In view of the above situation, in order to overcome the defects of the prior art, the present invention provides a device for referencing the negative ring of the super-large-section rectangular pipe jacking construction steel structure, which effectively solves the concrete As a negative ring, prefabricated pipe joints have the problems of high cost, long production cycle, difficult post-processing, high risk of hoisting and low turnover

Method used

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  • A device for referencing negative rings of steel structures with super-large cross-section rectangular pipe jacking construction
  • A device for referencing negative rings of steel structures with super-large cross-section rectangular pipe jacking construction
  • A device for referencing negative rings of steel structures with super-large cross-section rectangular pipe jacking construction

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Experimental program
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Effect test

Embodiment 1

[0051] Embodiment 1, the present invention is a device for citing the negative ring of a super-large-section rectangular pipe jacking construction steel structure, including a prefabricated pipe joint and a top iron, and one end of the top iron is connected to a jacking oil cylinder fixedly connected in the originating shaft , the prefabricated pipe joint is a concrete pipe joint that needs to be jacked into the formation, the jacking iron is placed between the jacking cylinder and the prefabricated pipe joint, and the other end of the jacking cylinder is fixedly connected to the inner wall of the launching shaft. The common technical setting of the pipe method is characterized in that it includes multiple sets of single-ring steel structures that are detachably connected to each other. Multiple sets of single-ring steel structures are placed between the top iron and the prefabricated pipe joints. The pipe joints in the layer are not the negative ring pipe joints. At this time,...

Embodiment 2

[0066] Embodiment two, on the basis of embodiment one, refer to figure 1 , image 3 The two described slide rails 1 are all slidably connected with a positioning trolley 8, and the two described positioning trolleys 8 are detachably connected with a positioning coupling beam 9, and the other ends of the two positioning coupling beams 9 are fixedly connected. There is the same positioning base 10, the positioning base 10 is rotatably connected with a cylindrical positioning bin 11, the positioning trolley 8 can move along the slide rail 1, and the positioning bin is driven by the positioning connecting beam 9 and the positioning base 10 11 move synchronously, the positioning bin 11 is a hollow cylindrical bin body, the positioning base 10 is a semi-circular base, the positioning bin 11 and the positioning base 10 are connected by a large bearing, and the positioning bin 11 side wall There are four positioning oil cylinders 12 uniformly fixed and connected, and the other ends o...

Embodiment 3

[0070] Embodiment 3, on the basis of Embodiment 2, one end of the positioning chamber 11 is fixedly connected with a guide cylinder 18, the guide cylinder 18 is a hollow cylindrical structure, one end is connected with the positioning chamber 11, and the other end is narrow with the guide cone shell 14 The mouth is connected, and the other end of the guide cylinder 18 is fixedly connected with the guide cone shell 14;

[0071] One end of the guide cone 17 is fixedly connected with a guide column 19, the outer diameter of the guide column 19 is the same as the inner diameter of the guide cylinder 18, and one end of the guide column 19 is provided with a fillet, when the guide cone 17 enters the guide cone When inside the shell 14, the guide column 19 can first guide the inner side wall of the cone shell 14 to contact. The axis coincides with the same axis, when the support frame and the prefabricated pipe joint contact, the guide column 19 enters the guide cylinder 18, and the ...

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Abstract

The invention relates to a device for referencing the negative ring of a super-large cross-section rectangular pipe jacking construction steel structure, which effectively solves the problem of the high cost of concrete prefabricated pipe joints used as the negative ring in the process of jacking the pipe jacking machine out of the hole in the prior art and the production cycle. long, difficult post-processing, high risk of hoisting, and low turnover; the technical solution is to include multiple sets of single-ring steel structures that are detachably connected to each other, and each set of single-ring steel structures is slidingly connected Fixedly connected in the two slide rails on the ground, each group of single-ring steel structures includes vertical supports that are slidably connected in the two slide rails, and the lower ends of the two vertical supports can be detachably connected with arc-shaped bottom supports. The supports are connected by connecting beams, and the two vertical supports can be detachably connected with steel supports; the invention has a simple structure, is easy to operate, and can effectively realize the turnover and recycling of the negative ring of pipe jacking, thereby greatly reducing the negative ring. The cost of construction and use is low, the later turnover is easy to lift, and the practicability is strong.

Description

technical field [0001] The invention relates to the technical field of pipe jacking equipment, in particular to a device for referencing the negative ring of a super-large-section rectangular pipe jacking construction steel structure. Background technique [0002] In recent years, with the improvement of the degree of urbanization, the urban population is increasing day by day. In order to alleviate the traffic congestion, many cities need to build elevated roads or tunnels as fast passages. In order to avoid damaging the environment and affecting the current traffic, tunnels planned and designed on urban arterial roads are not suitable for open-cut construction, but can only be constructed by underground excavation. Rectangular pipe-jacking tunnel construction has a high utilization rate of underground space, and can realize shallow-covered soil jacking construction. At present, most of the super-large-section pipe jacking machines are rectangular-shaped pipe jacking machi...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E21D9/10E21D11/08E21D9/00E21F17/18E21F17/00
CPCE21D9/10E21D11/08E21D9/003E21F17/18E21F17/00
Inventor 黄文龙刘常利石玉经张浩牛茜袁有朝秦登明张占胜薛发亭
Owner CHINA RAILWAY TUNNEL GROUP CO LTD
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