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Steel bar anchoring device for anchor pile method detection

A technology of steel bar anchoring and anchor piles, which is applied in basic structure testing, construction, and basic structure engineering, etc., can solve problems such as low work efficiency, affecting construction, and easy desoldering, and achieves simple and convenient disassembly and assembly, and improves work efficiency. Wide range of effects

Inactive Publication Date: 2020-06-26
南京南大岩土工程技术有限公司
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0002] The anchor pile method for pile foundation static load testing is to connect several symmetrical anchor piles around the pile to be tested with the anchor bars and the reaction frame, and rely on the jack on the top of the pile to lift the reaction frame, and the connected anchor piles provide the reaction frame. In order to achieve the detection effect; in order to connect the anchor pile and the reaction frame, most of the existing methods are to weld the steel bars on the anchor pile to the reaction frame, but the speed is slow, the work efficiency is low, and the welding quality is difficult to guarantee , it is easy to desolder during the inspection process; because welding is an irreversible operation process, it must be cut and removed after the inspection, which is more time-consuming and laborious, and the removed steel bars are damaged, affecting subsequent construction, which needs further improvement

Method used

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  • Steel bar anchoring device for anchor pile method detection
  • Steel bar anchoring device for anchor pile method detection
  • Steel bar anchoring device for anchor pile method detection

Examples

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Embodiment Construction

[0011] Such as Figure 1~3 As shown, a steel bar anchoring device for the detection of the anchor pile method includes a steel plate 1 and a connecting assembly. Sleeve bolts 6; sleeve bolts 6 are vertically and movably interspersed in the pressure plate 2, the pressure plate 2 is attached to the upper side of the steel plate 1, and the head of the sleeve bolt 6 is attached to the upper plane of the pressure plate 2. There are vertically distributed internal thread holes 61 in the cylinder bolt 6; a plurality of through holes 11 are evenly distributed in the steel plate 1, and through holes 21 are opened in the pressure plate 2, and the tails of the sleeve bolts 6 pass through the through holes 21 and are inserted into the In any one of the through holes 11 , the area of ​​the pressing plate 2 is larger than the area of ​​the through hole 11 .

[0012] When in use, the reaction force frame 3 is installed above the periphery of the pile 4 to be tested, and then each steel bar ...

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Abstract

The invention relates to a steel bar anchoring device for anchor pile method detection. The steel bar anchoring device comprises a steel plate and a plurality of connecting assemblies, wherein the plurality of connecting assemblies are detachably arranged in the steel plate, and each connecting assembly comprises a pressing plate and a sleeve bolt; and the sleeve bolts are vertically and movably inserted into the pressing plates, the pressing plates are attached to the upper side of the steel plate, and the heads of the sleeve bolts are attached to the upper planes of the pressing plates. According to the steel bar anchoring device, a direct anchoring mode is adopted, steel bars are detachably connected to a counter-force frame, disassembly and assembly are simple and convenient, the working efficiency is greatly improved, time and labor are saved, connection is stable, and smooth detection is guaranteed; the steel bars cannot be damaged, and subsequent use is not influenced; and in addition, the number, the positions and the diameters of the steel bars are not limited, and the application range is wide.

Description

technical field [0001] The invention relates to a steel bar anchoring device used for anchor pile method detection. Background technique [0002] The anchor pile method for pile foundation static load testing is to connect several symmetrical anchor piles around the pile to be tested with the anchor bars and the reaction frame, and rely on the jack on the top of the pile to lift the reaction frame, and the connected anchor piles provide the reaction frame. In order to achieve the detection effect; in order to connect the anchor pile and the reaction frame, most of the existing methods are to weld the steel bars on the anchor pile to the reaction frame, but the speed is slow, the work efficiency is low, and the welding quality is difficult to guarantee , it is easy to desolder during the inspection process; because welding is an irreversible operation process, it must be cut and removed after the inspection is completed, which is more time-consuming and laborious, and the rem...

Claims

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Application Information

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IPC IPC(8): E02D33/00
CPCE02D33/00
Inventor 卢亮王峥辉董志高叶继权孙彦龙张涛岳智凡吴心途张翔
Owner 南京南大岩土工程技术有限公司
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