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Construction method of bell and spigot concrete pipe

A technology of concrete pipes and construction methods, which is applied in the direction of pipeline laying and maintenance, pipes/pipe joints/fittings, mechanical equipment, etc., which can solve problems such as high working pressure, affecting construction quality, and slow construction progress, so as to reduce damage, Save manpower and improve construction efficiency

Active Publication Date: 2021-02-02
ZHENGZHOU NO 1 CONSTR ENG GRP
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0003] When the workers correct the deviation of the pipeline to be installed in the tunnel, they need to move the socket of the pipeline to be installed near the socket of the installed pipeline, and then observe and judge with the naked eye and cooperate with the winch Manually adjust the position of the pipe in the pipe trench to realize the butt connection and installation of the pipe. Due to the heavy weight of the concrete pipe and the short distance between the two pipes, it is easy for the socket of the pipe to be installed to be different from that of the installed pipe when the worker corrects it. Collision and friction between the pipe sockets will cause damage to the pipe joints or falling off of the bonding material, etc., so that when the socket-type concrete pipes are docked, the sockets will not be tightly connected, and cracks will easily appear, resulting in pipe docking after construction. Water seepage will seriously affect the construction quality;
[0004] Correcting the deviation by human eyes leads to a slow construction progress and greatly increases the workload of the workers, which puts a lot of work pressure on the construction team's pulleys;

Method used

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  • Construction method of bell and spigot concrete pipe
  • Construction method of bell and spigot concrete pipe
  • Construction method of bell and spigot concrete pipe

Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0049] Embodiment 1. This embodiment provides a construction method for a socket concrete pipe, which is characterized in that it includes the following steps:

[0050] (1) Lay a concrete cushion with a specified design thickness in the excavated pipe trench, then vibrate and level it with a flat plate, measure the center line, and reserve the settlement;

[0051] (2) Place the socket concrete pipe to be installed in the pipe trench, so that the distance between the socket of the socket concrete pipe to be installed and the socket of the installed socket concrete pipe is kept at 50mm-100mm, It should be noted here that the appearance inspection should be carried out before the installation of the pipe fittings, check the appearance of the pipe fittings, the size of the sockets and sockets of the pipe fittings, and the flatness of the working surfaces of the sockets and sockets, measure and record each pipe fitting with a special measuring gauge The inner diameter of the socket...

Embodiment 2

[0056] Embodiment 2, on the basis of Embodiment 1, in step 3, when placing the concrete pipe to be installed in the excavated pipe trench, it is necessary to ensure that the axis of the concrete pipe to be installed is aligned with the installed concrete pipe. The axes are collinear. When backfilling with stone chips in step 4, it should be backfilled layer by layer along both sides of the concrete pipe and compacted layer by layer.

Embodiment 3

[0057] Embodiment 3, this embodiment provides a construction device for the socket concrete pipe in Embodiment 1-2, refer to the attached image 3 Shown, comprise crawler vehicle 1, it is characterized in that, with reference to attached Figure 9 As shown, we vertically slide and install an accommodation cavity 42 on the crawler vehicle 1, and one end of the accommodation cavity 42 longitudinally is screwed with a lifting screw 8 that is rotatably installed on the crawler vehicle 1, and the lifting screw 8 is driven by a lifting motor (Fig. (not shown in ) drive, we slide and install the bearing chamber 2 longitudinally in the accommodation chamber 42, and the Z-shaped rods 3 longitudinally slidably installed in the bearing chamber 2 are longitudinally spaced in the bearing chamber 2, and the two Z-shaped rods 3 are jointly connected with an expansion device And the expansion device comprises the bidirectional leading screw 6 that is rotatably installed in the bearing chamber...

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Abstract

The invention relates to a construction method of a bell and spigot concrete pipe. The construction method effectively solves the problems that in the butt joint installation process of an existing bell and spigot concrete pipeline, operation is inconvenient, and pipeline collision is likely to be caused to cause damage. According to the technical scheme, after a to-be-installed pipeline is placedinto an excavated and leveled tunnel, through mutual cooperation of an expansion rod and a Z-shaped rod, when the to-be-installed pipeline is away from an installed pipeline by a certain distance, the effect of accurate alignment of the to-be-installed pipeline and the installed pipeline can be achieved, and then butt joint is achieved through an electric push rod. Compared with a traditional manner that alignment can be completed by moving the to-be-installed pipeline to the position close to the installed pipeline, the situation that in the alignment process of the pipeline, collision is likely to happen due to the close distance, and consequently damage is caused is further reduced, and the butt joint process of the pipeline is safer and more reliable.

Description

technical field [0001] The invention relates to the technical field of concrete pipe installation, in particular to a construction method for a socket socket concrete pipe. Background technique [0002] During the construction of sewage treatment projects, it is necessary to excavate tunnels to bury concrete pipes. For large-diameter socket concrete pipes, it is difficult for workers to construct due to their own weight. The traditional installation method is to use a crane and manually lift the concrete pipes into the trench. , and then manually cooperate with the winch to correct the deviation and realize the effect of butt-joining and installing the pipes together; [0003] When the workers correct the deviation of the pipeline to be installed in the tunnel, they need to move the socket of the pipeline to be installed near the socket of the installed pipeline, and then observe and judge with the naked eye and cooperate with the winch Manually adjust the position of the p...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): F16L1/036F16L1/09F16L1/06
CPCF16L1/036F16L1/09F16L1/06
Inventor 杨凯张峰山杜世涛杨耀增邱创立原增欢路宾雷雨桦李伦光王松友李双彤杜世亚李华
Owner ZHENGZHOU NO 1 CONSTR ENG GRP
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