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A municipal pipeline construction device and construction method

A technology for municipal pipelines and construction equipment, which is applied in pipeline laying and maintenance, pipes/pipe joints/fittings, mechanical equipment, etc. It can solve problems such as pipeline damage, affecting normal road traffic, and pipeline pressure increase, so as to prevent pipeline damage Effect

Active Publication Date: 2020-04-14
四川先舟建设工程有限公司
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0010] Its shortcoming is that this construction method needs to excavate the pipe trench from the ground in advance, which will affect the normal traffic of the road for the construction environment of the street, and has limitations
[0012] However, for pipe jacking construction with long distance or increased soil friction coefficient in front of the pipeline movement, the pipeline needs to overcome the increased friction of the soil around the foundation hole, especially for the pipeline near the end of the working well, it needs to overcome the pressure of all pipelines in the foundation hole. Therefore, the pressure on the pipeline close to the end of the working well will greatly increase during the jacking process, and even exceed the pipeline's own pressure resistance, resulting in pipeline damage

Method used

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  • A municipal pipeline construction device and construction method
  • A municipal pipeline construction device and construction method
  • A municipal pipeline construction device and construction method

Examples

Experimental program
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Effect test

Embodiment 1

[0053] Such as figure 1 , 2 As shown, a municipal pipeline construction device includes a push rod 1, a guide vehicle 2, a hydraulic cylinder 3, an intermediate pipe 4 arranged in the foundation hole, and several pipelines 5 arranged in the foundation hole. The guide vehicle 2 is used for Accept the ejector rod 1 and move along the axis of the pipe 5. The hydraulic cylinder 3 is used to push the pipe 5 and the ejector rod 1 to move. The inner wall of the intermediate pipe 4 is fixed with a plurality of pressing blocks 41 along the circumference. There are three sets in the direction, and the ejector rod 1 includes a working part 11 and a multi-section connecting part 12, and the ejector rod 1 is made of a hollow steel pipe.

[0054] Such as image 3 , 4 As shown, one end of the working part 11 close to the connecting part 12 is provided with an inserting block 14, one end of the connecting part 12 away from the working part 11 is provided with an inserting block 14, and one...

Embodiment 2

[0065] A municipal pipeline construction method, comprising the steps of:

[0066] Step 1, excavating the working well 8, digging out the working well 8 at a predetermined position manually or by an excavator;

[0067] Step 2, install the hydraulic cylinder 3 and lay the track 81 at the bottom of the working well 8, and the track 81 is made of I-shaped steel;

[0068] Step 3. Excavating the foundation hole 9 for the pipeline 5 to be pierced by the earth pressure balance pipe jacking machine, the earth pressure balance pipe jacking machine adopts the NPD type mud-water balance pipe jacking machine to adapt to long-distance pipe jacking construction;

[0069] Step 4, lift the pipeline 5 to the track 81 under the working well 8 by a gantry crane, and push the pipeline 5 into the foundation hole 9 through the hydraulic cylinder 3;

[0070] Step 5. Calculate the length of the pipes 5 that have been jacked in the foundation hole 9 according to the length of each pipe 5 and the numb...

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Abstract

The invention relates to a municipal pipeline construction device, and belongs to the technical field of pipeline construction. The problem that a pipeline is damaged by excessive force is solved. Themunicipal pipeline construction device includes an ejector rob, a guiding vehicle, a hydraulic cylinder, an intermediate pipe and a plurality of pipe lines, and a plurality of abutting and pressing blocks are fixedly disposed on the inner wall of the intermediate pipe in the circumferential direction, the ejector rob includes a working portion and a plurality of sections of connecting portions, and abutting and connecting portions for being connected with the abutting and pressing blocks at the front end of the working portion in an abutting mode; and the guiding vehicle includes a vehicle frame, a plurality of moving assemblies disposed on the vehicle frame for supporting the vehicle frame and moving along the pipelines, a receiving plate disposed on the vehicle frame for receiving the ejector rob and a limiting assembly disposed on the vehicle frame for limiting the position of the ejector rob, and a traction rope is fixedly connected to the vehicle frame of the guiding vehicle. Theintermediate pipe and the ejector rob are arranged to prevent the pipelines from being damaged due to excessive pressure during the jacking process.

Description

technical field [0001] The invention relates to the technical field of pipeline construction, in particular to a municipal pipeline construction device and construction method. Background technique [0002] In municipal engineering, there are often pipeline construction operations. [0003] The Chinese patent application publication number CN107191676A discloses a buried pipeline construction method, which includes the following steps: [0004] a. Excavate pipe trenches and transport materials in place; [0005] b. After the trench is excavated and the materials are in place, a trench pipeline transfer frame is erected. The trench pipeline transfer frame includes at least two gantry frames, and the gantry frame includes a base, a column, a hoisting beam and an inverted chain, The base is arranged on both sides of the portal frame, the column is arranged on the base, the hoisting beam is set above the columns on both sides, the hoisting beam has a beam slide rail, and the b...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): F16L1/036F16L1/06F16L1/11
CPCF16L1/036F16L1/06F16L1/11
Inventor 钟宏欧高翔李熊海魏强
Owner 四川先舟建设工程有限公司
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