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High-strain detection method for prestressed foundation pile

A detection method and prestressing technology, applied in basic structure engineering, basic structure testing, construction, etc., can solve problems such as easy toppling, and achieve the effect of improving accuracy and preventing eccentric hammering

Active Publication Date: 2020-10-02
中冶检测认证四川有限公司
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  • Application Information

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Problems solved by technology

[0009] In order to solve the problems of eccentric hammering in the existing high-strain detection device and the fact that the heavy hammer is easily toppled after falling, the present invention provides a high-strain detection method for prestressed foundation piles, which can ensure There is no problem of eccentric hammering in the middle, which makes the sensor data on both sides of the prestressed foundation pile more real and improves the accuracy of the data; at the same time, it can prevent the heavy hammer from falling freely and will not cause the guide frame (or tripod, Support frame, fixed frame) topple over, so as to ensure the safety of staff and related instruments and equipment

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  • High-strain detection method for prestressed foundation pile

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Embodiment Construction

[0052] The present invention will be further described below in conjunction with the embodiments, and the described embodiments are only a part of the embodiments of the present invention, not all of them. Based on the embodiments of the present invention, other used embodiments obtained by persons of ordinary skill in the art without creative efforts all belong to the protection scope of the present invention.

[0053] In the description of the present invention, it should be noted that the terms "center", "upper", "lower", "left", "right", "vertical", "horizontal", "inner", "outer" etc. The orientation or positional relationship indicated is based on the orientation or positional relationship shown in the drawings, and is only for the convenience of describing the present invention and simplifying the description / , rather than indicating or implying that the device or element referred to must have a specific orientation, use a specific Orientation configuration and operation...

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Abstract

The invention belongs to the technical field of prestressed foundation pile detection, and discloses a high-strain detection method for a prestressed foundation pile. In order to solve the problems that an existing high-strain detection device is prone to toppling under eccentric hammer and a heavy hammer is prone to toppling, and a large potential safety hazard exists. The high-strain detection method makes full use of an existing prestressed foundation pile to fix a guide frame, and solves the problem that the guide frame cannot be stable in the field construction and a large potential safety hazard exists; and meanwhile, the guide frame is fixed to the prestressed foundation pile through a clamping device, and a vertical center line of the clamping device and a vertical center line ofthe heavy hammer are on the same straight line, so that the center position of the prestressed foundation pile can be hammered after the heavy hammer is free to fall, eccentric hammering is prevented,numerical values of sensors on the two sides of the prestressed foundation pile are quite close, the real bearing capacity and integrity of the prestressed foundation pile can be obtained conveniently, and the accuracy of the prestressed foundation pile detection is improved.

Description

technical field [0001] The invention belongs to the technical field of prestressed foundation pile detection, and in particular relates to a high strain detection method of prestressed foundation piles. Background technique [0002] High-strain testing is a testing method for judging the vertical compressive bearing capacity of a single pile and the integrity of the pile body. During the test, a heavy hammer (with a weight of 1%-1.5% of the estimated ultimate bearing capacity of the single pile) is used to impact the pile To make the prestressed foundation pile have sufficient penetration, measure the response of the resulting pile mass stress and acceleration, and determine the vertical bearing capacity of the single pile and the integrity of the pile through wave theory analysis. Impact the top of the pile with a heavy hammer to generate sufficient relative displacement between the pile and the soil, so as to fully stimulate the resistance of the soil around the pile and t...

Claims

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Application Information

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IPC IPC(8): E02D33/00
CPCE02D33/00
Inventor 王本均侯会军罗在海曹龙
Owner 中冶检测认证四川有限公司
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