Method for directly testing quality of PCC pile

A detection method and direct technology, applied in the test of infrastructure, construction, infrastructure engineering and other directions, can solve the problems that affect the analysis and judgment of the detection waveform, the arrival time of the incident wave peak is different, and the judgment of the quality of the pile body, etc., to save resources, Simple equipment and simple structure

Inactive Publication Date: 2010-04-07
HOHAI UNIV
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AI Technical Summary

Problems solved by technology

The theoretical basis of low-strain detection is the one-dimensional wave theory, assuming that the pile is a one-dimensional rod, and the stress wave propagates along the pile body to meet the assumption of a plane section, which is suitable for small-diameter solid piles, but for large-diameter PCC piles, piles There is a certain included angle between the top excitation point and the receiving point, and there are differences in the velocity wave signals received by the receiving measuring points with different included angles. There are errors that affect the quality judgment of the pile body
Moreover, the velocity wave is easily interfered by high-frequency waves, and a high-frequency oscillation peak is formed between the incident peak and the reflected peak, which affects the analysis and judgment of the detected waveform

Method used

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  • Method for directly testing quality of PCC pile
  • Method for directly testing quality of PCC pile

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Experimental program
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Embodiment Construction

[0018] like figure 1 Shown:

[0019] Two weeks after the PCC pile 3 piles up, the pile core soil 2 can be taken out by the following two methods:

[0020] (a) Manual excavation method, the PCC pile 3 has a relatively large inner diameter, which provides an operating space for manual excavation. Before excavating the pile core soil 2, the (hand-operated) crane 5 is installed, and the crane 5 is lowered to the PCC For the inner bottom of the pile core of the pile 3, one person can excavate the pile core soil 2 at the inner bottom of the pile core, and another person hangs the pile core soil 2 through the hanging basket 9 at the top of the pile; or

[0021] (b) high-pressure water flushing method, in the case of sufficient water source on site, before installing the crane 5, use high-pressure water to wash the pile core soil 2 in the PCC pile 3 to form mud, and then use the mud pump to extract the mud, Thereby the pile core soil 2 is all discharged.

[0022] If manual excavati...

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Abstract

The invention relates to a method for directly testing quality of a PCC pile. In the method, pile inner soil is discharged, a testing personnel is sent to any position by a travelling cradle, whether pores, cracks, pits, indentation and intercalated mud exist inside the pile body by observing with naked eyes, a crandall is used for knocking the pile body to judge whether voids exist on the wall of the pile, an impact electric drill punctures the wall of the pile, the thickness of the wall of the pile is directly measured and compared with a pre-designed wall thickness, a concrete cutting machine cuts concrete briquette by different depths to be used in indoor concrete strength experiment. The invention overcomes the defects of the conventional testing methods for solid piles---static load test method and low strain reflection wave method of the current PCC pile quality test, such as quantities of stacking, high fee, inconvenient implementation, pile tip three-dimensional effect, high frequency interference, etc. The invention utilizes the feature of larger inner diameter of the PCC pile, has simple structure, convenient operation, easy construction and low cost, and changes pile foundation, the concealed engineering into a visible engineering by the crafty method.

Description

technical field [0001] The invention relates to a method for directly detecting the quality of piles, in particular to a method for directly detecting the quality of PCC piles. Background technique [0002] Cast-in-situ concrete large-diameter pipe piles (referred to as PCC piles) use vibration to sink the steel inner and outer double-layer casing cavity structure into the foundation design depth under the protection of the valve pile shoe closure, and flow to the structure through the concrete flow divider. Concrete is injected evenly, and then the cavity structure is removed by vibration. When the cavity structure is removed, the movable valve pile shoe structure is automatically separated to form a cast-in-place concrete thin-walled pipe pile. The outer diameter of PCC piles is generally 1.0-1.5 meters, the inner diameter is 0.7-1.3 meters, the wall thickness is 10-15 centimeters, and the pile sinking depth is 20-30 meters. [0003] After the PCC pile adopts the cast-in-...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E02D33/00
Inventor 刘汉龙丁选明陈育民
Owner HOHAI UNIV
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