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Negative ring introducing device for super-large-section quasi-rectangular pipe jacking construction steel structure

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, high cost of construction, and difficulty in handling, so as to achieve easy turnover hoisting, reduce cost and use cost , Improve the effect of construction efficiency

Active Publication Date: 2021-06-18
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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  • Negative ring introducing device for super-large-section quasi-rectangular pipe jacking construction steel structure
  • Negative ring introducing device for super-large-section quasi-rectangular pipe jacking construction steel structure
  • Negative ring introducing device for super-large-section quasi-rectangular pipe jacking construction steel structure

Examples

Experimental program
Comparison scheme
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 negative ring introducing device for a super-large-section quasi-rectangular pipe jacking construction steel structure. The problems that in the prior art, in the process that a pipe jacking main machine is jacked out of a hole, a concrete prefabricated pipe joint serves as a negative ring, the manufacturing cost is high, the production period is long, the post-treatment difficulty is large, the treatment hoisting risk is high, and the turnover performance is low are effectively solved. According to the technical scheme, the device comprises a plurality of sets of single-ring steel structures which are detachably connected front and back, each set of single-ring steel structure is slidably connected into two sliding rails fixedly connected to the ground, each set of single-ring steel structure comprises vertical supports slidably connected into the two sliding rails, the lower ends of the two vertical supports are detachably connected with arc-shaped bottom supports, the two bottom supports are connected through a connecting beam, and the two vertical supports are detachably connected with steel supports. The device is simple in structure, convenient to operate and capable of effectively achieving turnover and recycling of the jacking pipe negative ring, so that the manufacturing cost and the using cost of the negative ring are greatly reduced, later turnover hoisting is easy, and practicability is high.

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 Applications(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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