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Secondary stage prestress concrete water transport pipe and producing method

A concrete and prestressed technology, applied in the direction of pipes, rigid pipes, pipes/pipe joints/pipe fittings, etc., can solve problems such as irreparable, temperature instability, voltage instability, etc., to solve corrosion resistance, enhance service life, Uniform and reliable prestress value

Inactive Publication Date: 2005-03-02
XINLIN PIPELINE GUANGDONG
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

Since the self-stressed pipe is based on the converted stress value of the water pressure value, when the water pressure changes, it directly affects the change of the stress value of the applied tube core, and longitudinal cracks often occur during the pipe load inspection process, making it impossible to repair and causing the pipe to be scrapped
[0003] Tube core wire winding process three-stage tube manufacturing method, the stress value of the tube core is based on the prestressed steel wire heating method, a certain length of time is energized and heated at 350-380°C to wrap the tube core, and the tube core stress is applied by thermal expansion and contraction value, the practice process is due to the instability of the voltage and the change of the current value, the heating temperature is unstable, sometimes high and sometimes low, and the stress value applied to the tube core is unstable. Often during the load test process, the prestressed steel wire breaks and the tube body cracks, which is bound to There is a waste of prestressed steel bars in the second wire winding of the tube core

Method used

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  • Secondary stage prestress concrete water transport pipe and producing method
  • Secondary stage prestress concrete water transport pipe and producing method

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specific Embodiment approach

[0016] DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS The present invention will be further described below in conjunction with examples.

[0017] Such as figure 1 , figure 2 As shown, a two-stage prestressed concrete water pipe includes a pipe body mainly composed of a steel skeleton 2 and concrete 1, and the steel skeleton 2 includes a longitudinal reinforcement 21, an inner ring reinforcement 22 and an outer ring reinforcement 23. Steel strands 3 are arranged on the reinforcement skeleton 2 along the circumference of the reinforcement skeleton. The structure can supplement the stress value to the pipe core in the later stage of the water pipe production process, so that the stress of the pipe material can reach the required standard. Prestressed concrete water pipes usually adopt a socket connection method, one end of the pipe is a socket, and the other end is a socket.

[0018] The steel strands 3 are longitudinally segmented and arranged on the outer circumference ...

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Abstract

The invention relates to a two-phase prestressing force concrete pipes and its manufacturing method. It includes pipe body made up of steel frame and concrete, the mentioned steel rib frame includes lengthwise rib, internal ring rib and external ring rib, there arranges with steel strand cables around the frame. The manufacturing method includes following steps: 1. the steel strand cables are tied on the steel frame along the round of the frame; 2. a cushion board and an embedded parts are arranged on the fixed position to be welded, and they are fixed with screw; 3. puts on stress to the pipe core through dragging the steel strand cable after the intensity of the pipe achieves the preset intensity; 4. cuts residual steel strand cable after the platform is regular, and seals the plastic cap, the external part is filled with concrete.

Description

technical field [0001] The invention relates to a prestressed concrete water delivery pipe and a manufacturing method thereof. Background technique [0002] Existing concrete water pipes are mainly self-stressed and prestressed concrete water pipes. Self-stress one-stage pipe making method, the stress of the pipe core is to apply a certain water pressure value by the rubber water jacket, and the stress value is generated relative to the stress tendon, and it is formed by steam curing. Since the self-stressed pipe is based on the converted stress value of the water pressure value, when the water pressure changes, it will directly affect the change of the stress value of the applied tube core, and longitudinal cracks often occur during the pipe load inspection process, making it impossible to repair and causing the pipe to be scrapped . [0003] Tube core wire winding process three-stage tube manufacturing method, the stress value of the tube core is based on the prestressed...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): F16L9/08
Inventor 付水奇
Owner XINLIN PIPELINE GUANGDONG
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