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Built-in joint meter and method for detecting openness of slit

A seam meter and embedded technology, applied in the field of embedded seam meter, can solve the problems of difficult protection of orifice instruments, poor observation effect, complicated implementation process, etc., and achieve reasonable setting, convenient and reliable positioning, and high detection accuracy Effect

Active Publication Date: 2012-07-04
长江设计集团有限公司
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

At present, the general monitoring method is to drill holes on the dam surface or rock mass through cracks or structural surfaces, then embed a long measuring rod, and install a measuring device at the hole through the measuring rod. This method is not only complicated to implement, but also And it can only measure the deformation of the whole hole, which is a comprehensive value, which includes the expansion or contraction deformation of the concrete itself and the deformation of the measuring rod, which is not intuitive, the observation effect is not good, and the hole instrument is difficult to protect

Method used

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  • Built-in joint meter and method for detecting openness of slit
  • Built-in joint meter and method for detecting openness of slit

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Embodiment Construction

[0017] Embodiments of the present invention will be further described below in conjunction with the accompanying drawings. It includes a sensor sheath and a displacement sensor installed in the sensor sheath. The sensor sheath is a sliding telescopic sheath, which is formed by connecting the inner and outer sleeves 7 and 8. The inner and outer sleeves are made by engineering Made of plastic PVC, a sealing ring 9 is arranged at the near port of the outer casing to match with the inner casing to keep the sealing of the inner hole of the sliding telescopic sheath, and a damping screw 15 is also arranged on the side of the outer casing port for Adjust the sliding resistance of the inner and outer sleeves; a high-precision displacement sensor 12 is installed in the inner hole of the sliding telescopic sheath, and the displacement sensor is a string sensor. The main parameters are: range 25-50mm, sensitivity 0.02% F.S, temperature range -20 -+80°C; joints 10 and 11 are respectively ...

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Abstract

The invention relates to an embedded joint meter for detecting the width variation of cracks or structrual joint (deep) in concrete or rock and soil structure object, and detection method thereof. The joint meter comprises a sensor sheath and a displacement sensor disposed in the sensor sheath; hole positioning devices are connected on both ends of the sensor sheath through extension bars. The beneficial effect of the invention is that: 1, it can detect the width variation of cracks or structrual joint (deep) in concrete or rock and soil structure object effectively and accurately for a long term, grasp the width variation case of cracks or joints at any moment, provide information to the safe operation and management of engineering building, and provide technical support to engineering building safety estimation; 2, it can be embedded into crack directly when used, achieves the advantages of simple structure, reasonable arrangement, convenient and firm positioning, high detection precision, reliable operation performance, convenient using and high practicability, and for installed in a hole, instrument can be protected easily, need not maintenance and has a long service life; 3, the detection method is direct and convenient.

Description

technical field [0001] The invention relates to an embedded joint meter for detecting the opening and closing degree of cracks or structural joints inside (or deep) of concrete and geotechnical structures. Involved concrete structures, rock slopes, underground caverns, detection and monitoring of cracks in industrial and civil buildings. The present invention also relates to a method for detecting the opening and closing degree of cracks by using the joint meter of the present invention. Background technique [0002] The dam body in the water conservancy and electric power project is a combination of concrete and rock mass. Due to various factors, cracks or bad structural surfaces will appear on the dam body or rock slope after a period of time. To ensure the safety of the project, cracks or bad structural surfaces need to be corrected Long-term real-time monitoring is carried out on the structural surface, so as to grasp the opening and closing of cracks at any time. At p...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): G01B21/16
Inventor 廖仁强郝长江黄斌陈志康吕国梁
Owner 长江设计集团有限公司
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