Horizontal bearing characteristics test model for prestressed concrete pipe piles and modeling method

A concrete pipe pile and characteristic test technology, which is applied in the test of foundation structure, construction, foundation structure engineering, etc., can solve the problems that the authenticity and accuracy of the calculation results are difficult to determine, and the engineering practice is very different.

Active Publication Date: 2014-07-02
SHANDONG ELECTRIC POWER ENG CONSULTING INST CORP
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Problems solved by technology

However, methods such as numerical calculation are greatly affected by physical parameters and constitutive models, so it is difficult to d

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  • Horizontal bearing characteristics test model for prestressed concrete pipe piles and modeling method
  • Horizontal bearing characteristics test model for prestressed concrete pipe piles and modeling method
  • Horizontal bearing characteristics test model for prestressed concrete pipe piles and modeling method

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Embodiment Construction

[0114] The present invention is described in detail below in conjunction with accompanying drawing:

[0115] like Figure 1-Figure 3 As shown, the test model of the horizontal bearing characteristics of prestressed concrete pipe piles includes a model groove 1, and the cap 6 for carrying the model pile is arranged in the model groove 1, and the upper end of the model pile 7 is embedded in the cap 6 The lower end of the model pile 7 is embedded in the sand 8; a vertical loading system 4 connected to the vertical reaction frame 2 and implementing a vertical force to the cap is provided above the model groove 1, and the model groove 1 is provided with a horizontal loading system 3 connected to it and exerting a horizontal force on the platform, and a monitoring device is provided on the platform 6, model pile 7 and loading system.

[0116] The monitoring device is a dial indicator 9 arranged on the cap, a strain gauge 11 arranged on the model pile, and an earth pressure cell 10 ...

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Abstract

The invention discloses a horizontal bearing characteristics test model for prestressed concrete pipe piles and a modeling method. The horizontal bearing characteristics test model comprises a model tank, a carrying platform used for carrying a model pile is arranged in the model tank, the upper end of the model pile is embedded into the carrying platform, a vertical loading system connected with a counter-force frame and applying vertical force on the carrying platform is arranged above the model tank, a horizontal loading system connected with the model tank and applying horizontal force on the carrying platform is arranged on the inner side of the model tank, and each of the carrying platform, the model pile and the loading systems is provided with a monitor. The horizontal bearing characteristics test model can well control requirements for load conditions of pile foundation load test, more really simulate practical working conditions of the pile foundation, and is a test device for researching bearing characteristics of a simple pipe pile and a group of pipe piles under the action of horizontal load.

Description

technical field [0001] The invention relates to a civil engineering test model and method, in particular to a load-bearing characteristic test model and method of prestressed concrete pipe piles in building structures. Background technique [0002] The research on the horizontal bearing characteristics of prestressed concrete pipe piles mainly includes the research on the horizontal bearing characteristics of single pipe piles, the horizontal bearing characteristics of pipe pile groups, and the horizontal bearing characteristics of pipe pile groups under vertical loads. Since the pile foundation is an underground project, there are many uncertain factors, and the field test is affected by the construction period, environmental factors and human factors of the project, so it is difficult to comprehensively analyze and study the bearing characteristics of the pile foundation under multiple working conditions. Therefore, the current research on pile foundation mainly relies on ...

Claims

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Application Information

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IPC IPC(8): E02D33/00
Inventor 王基文宋修广亓乐张宏博任宪骏庄培芝杨庆义周志东岳红亚吴建清
Owner SHANDONG ELECTRIC POWER ENG CONSULTING INST CORP
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