Loading box for self-balancing method detection and pile foundation bearing capacity detection device and method

A load box and self-balancing technology, which is used in basic structure engineering, basic structure testing, construction, etc., can solve the problem of uneven welding quality at the welding point, difficult to control the connection firmness of the load box and the steel cage, and pile foundation. The accuracy of bearing capacity detection is difficult to control, etc., to achieve the effect of long service life, improved detection accuracy and detection efficiency, and convenient assembly.

Active Publication Date: 2020-06-05
武汉建诚工程技术有限公司
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0004] The above existing technical solutions have the following defects: in the construction process, since the load box is welded and fixed with the steel cage, and the number of steel bars welded to the edge of the load box is generally more than 20, as the diameter of the pile foundation increases, The number of steel bars that need to be welded will increase linearly, and each steel bar will be fixed to produce a welding spot between the edge of the load box, which is very dependent on the welding quality of the welding spot. The welding quality is uneven, and it is difficult to control the firmness of the connection between the load box and the steel cage on site, and it is also difficult to control the detection accuracy of the bearing capacity of the pile foundation, so it needs to be improved

Method used

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  • Loading box for self-balancing method detection and pile foundation bearing capacity detection device and method
  • Loading box for self-balancing method detection and pile foundation bearing capacity detection device and method
  • Loading box for self-balancing method detection and pile foundation bearing capacity detection device and method

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Embodiment 1

[0049] refer to figure 1 and figure 2 , is a self-balancing test load box disclosed in the present invention, comprising: an upper panel 81, a lower panel 82, a plurality of hydraulic jacks 83, a reinforcing plate 84 and a connecting assembly.

[0050] The number of hydraulic jacks 83 is specifically 5, the upper panel 81 and the lower panel 82 are discs with round holes in the middle, the hydraulic jacks 83 are fixed between the upper panel 81 and the lower panel 82, and a plurality of hydraulic jacks 83 surround the circle The holes are evenly spaced, and the lower surface of the upper panel 81 and the upper surface of the lower panel 82 are attached and fixed with a reinforcing plate 84. In other embodiments, only one reinforcing plate 84 may be provided and located on the lower surface of the upper panel 81 Or on the upper surface of the lower panel 82, the connection assembly is provided with multiple groups (only 12 groups are disclosed in this embodiment) and is fixed...

Embodiment 2

[0058] refer to figure 1 and image 3 , is a pile foundation bearing capacity detection device disclosed in the present invention, comprising: a load box 8 as described in Embodiment 1, a reference beam 1, an oil pipe 2, a displacement rod 3, a loading system 4, a displacement sensor 5 and a data acquisition system6.

[0059] The oil pipe 2 is a high-pressure oil pipe 2 and is arranged on the side wall of the reference beam 1. The displacement rod 3 is arranged parallel and vertically to the oil pipe 2. The load box 8 is fixedly connected with the steel cage 7 in the pile foundation in advance. The displacement rod 3 and the oil pipe 2 are both Extending to the ground, the pile body of the pile foundation bears the force transmitted by the load box 8, the loading system 4 and the load box 8 are connected through the oil pipe 2, the loading system 4 is specifically a high-pressure oil pump, and the displacement sensor 5 is installed on the reference beam 1. The data acquisiti...

Embodiment 3

[0063] refer to image 3 and Figure 4 , is a method for detecting the bearing capacity of a pile foundation disclosed in the present invention, based on the device for detecting the bearing capacity of a pile foundation described in Embodiment 2, the method for detecting the bearing capacity of a pile foundation includes the following steps:

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Abstract

The invention relates to a loading box for self-balancing method detection and a pile foundation bearing capacity detection device and method. The loading box comprises an upper panel, a lower panel and a plurality of hydraulic jacks, the upper panel and the lower panel are both a disc with a round hole in the center, the hydraulic jacks are fixedly arranged between the upper panel and the lower panel, and the hydraulic jacks are arranged around the round holes. The loading box further comprises reinforcing plates and a plurality of connecting assemblies, the reinforcing plates are fixedly attached to the lower surface of the upper panel and / or the upper surface of the lower panel, the connecting assemblies are fixed to the reinforcing plates, and main reinforcing steel bars of a reinforcement steel cage are close to the end portion of the loading box and detachably fixedly assembled to the connecting assemblies. When the loading box is connected with the reinforcement steel cage, welding is conducted without workers, detachable fixed assembly can be achieved simply through the connecting assemblies, the connecting fastness is easy to control, convenience is brought to installation, and the improvement of the detection precision and the detection efficiency are indirectly facilitated.

Description

technical field [0001] The invention relates to the technical field of pile foundation bearing capacity detection, in particular to a load box for self-balancing method detection, a pile foundation bearing capacity detection device and a method. Background technique [0002] The traditional self-balancing method was first proposed and implemented by the Israeli company AfarVasela in the 1960s, and applied for a patent for "a new test method for bearing capacity", commonly known as "Tongmo static load method". The detection principle is to embed a special loading device—the load box, into the corresponding position in the pile together with the steel cage before concrete pouring, and lead the pressure tube of the loading box and other required testing devices from the pile body to the pile. ground, and then poured into piles. There is a pressurized pump on the ground like a load box to pressurize and load, so that a loading force is generated inside the pile body, and the be...

Claims

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Application Information

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IPC IPC(8): E02D33/00
CPCE02D33/00E02D2600/10E02D2600/20
Inventor 李刚侯宇轩孙森肖斌
Owner 武汉建诚工程技术有限公司
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