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Pressure test device and method for prestressed pipe pile through peripheral pipe pile in component force measuring mode

A technology of prestressed pipe piles and component force, which is applied in the test of foundation structure, construction, foundation structure engineering, etc., and can solve the problem that the load-bearing frame is easy to collapse and other problems

Inactive Publication Date: 2014-04-30
侯伯贵
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

This method needs to build a very wide load-bearing frame. When the weight is too heavy and slightly unbalanced, the load-bearing frame is easy to collapse and cause an accident.

Method used

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  • Pressure test device and method for prestressed pipe pile through peripheral pipe pile in component force measuring mode
  • Pressure test device and method for prestressed pipe pile through peripheral pipe pile in component force measuring mode
  • Pressure test device and method for prestressed pipe pile through peripheral pipe pile in component force measuring mode

Examples

Experimental program
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Embodiment 1

[0052] Embodiment 1, the pressure test device and pressure test method of measuring the prestressed pipe pile with the component force of the surrounding pipe pile in the plane type

[0053] Such as figure 1 , 2 , a pressure test device for measuring prestressed pipe piles with peripheral pipe pile components, including a set of central splints 1 and at least two sets of force splints 2;

[0054] The center splint 1 includes a center upper splint 3 and a center lower splint 4. The center upper splint 3 and the center lower splint 4 are respectively provided with at least two sets of screw holes 5 corresponding to the positions. The screw rods 14 are connected, and different groups of screw rod holes 5 are radially distributed about a central point. Each group of screw rod holes 5 has at least two screw rod holes 5; Steel girder 8 is with I-beam, and fixing a steel girder 8 will wear screw rod hole 5 four, two a row, totally two rows, and two rows are arranged in parallel. A...

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PUM

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Abstract

The invention belongs to the technical field of building construction, and particularly relates to a pressure test method for a prestressed pipe pile and a device used in the method. The device comprises one set of center clamping plates and at least two sets of component force clamping plates. Each center clamping plate comprises a center upper clamping plate body and a center lower clamping plate body, wherein the center upper clamping plate body and the center lower clamping plate body are respectively provided with at least two sets of screw through holes corresponding to one another in position. Each component force clamping plate comprises an upper component force clamping plate body and a lower component force clamping plate body, wherein the upper component force clamping plate body and the lower component force clamping plate body are respectively provided with at least two sets of screw through holes corresponding to one another in position. The center clamping plates and the component force clamping plates are connected through steel beams. The method and device have the advantages that a prestressed pipe pile around the tested prestressed pipe pile serves as a ground anchor, a high frame does not need to be erected, heavy objects for pressing are not needed, the bearing force at which the prestressed pipe pile cannot sink can be measured only through a layer of radioactive support pressure test device, the cost of using hundreds of or thousands of tons of heavy articles to carry out the pressure test is greatly saved, the accident risk that the heavy articles collapse is completely avoided, the time for measuring test pressure is greatly shortened, and construction time is saved.

Description

technical field [0001] The invention belongs to the technical field of pile foundation detection of buildings, in particular to a pressure test method for prestressed pipe piles and a used device. Background technique [0002] The current pressure test method for prestressed pipe piles is to pile up the weight required for pressure test with concrete weights on the top of the prestressed pipe piles. Pressure test the prestressed pipe pile with tons of weight to determine the pressure resistance capacity of the prestressed pipe pile. This method needs to build a very wide load-bearing frame. When the weight is too heavy and slightly unbalanced, the load-bearing frame is also easy to collapse and cause an accident. Contents of the invention [0003] The purpose of the present invention is to provide and utilize the prestressed pipe piles or other piles around the prestressed pipe piles to be tested as ground anchors, without building an elevated frame, without pressing heav...

Claims

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Application Information

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IPC IPC(8): E02D33/00
Inventor 侯伯贵
Owner 侯伯贵
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