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Apparatus and method for measuring shock wave pressure in concrete medium

A measurement device and measurement method technology, applied in measurement devices, instruments, scientific instruments, etc., can solve the problems affecting measurement results, poor impedance matching, poor test repeatability, etc., and achieve good matching performance with medium, good impact resistance, The effect of eliminating experimental error

Inactive Publication Date: 2017-04-12
XIAN MODERN CHEM RES INST
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

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Problems solved by technology

[0003] However, concrete is a heterogeneous brittle material with a large number of defects. The research on the dynamic constitutive relationship of the material, the coupling effect of the explosion load and the medium, the failure mode of the medium under the action of the explosion shock wave, and the crack and fracture mechanism of the brittle material is difficult due to the Restricted by factors such as testing technology and cost, the research work is very difficult
[0004] The existing technical scheme of shock wave pressure test in concrete is to embed the pressure sensor in the concrete in advance, and then measure the pressure after curing. This measurement method has the following problems: (1) It is difficult to install and position the sensor
The sensitive surface of the pressure sensor cannot be completely perpendicular to the explosion center, and it is easy to be affected by the position and deflection during the pouring process, so that the sensitive surface of the sensor and the explosion center cannot be on the same plane or the shock wave propagation direction and the normal line of the sensor are not on a straight line; ( 2) It is difficult to locate the center of explosion
It is difficult to accurately locate the distance between the sensor and the blast center, and it is not easy to ensure that the positioning pipe is perpendicular to the ground during the pouring process, and the positioning pipe is easy to float when it is light, and easy to sink when it is heavy; (3) The pressure sensor and the concrete medium interface
During the curing process, there may be gaps between the pressure sensor and the concrete medium, resulting in the two not being tightly combined, thereby affecting the measurement results
[0005] For the measurement of the shock wave of the charge explosion inside the concrete medium, domestic scholars have done a certain amount of work using manganese copper and piezoelectric pressure sensors, but due to poor impedance matching, the test distance of the sensor and the direction of the sensitive surface are difficult to accurately control, resulting in The test repeatability is poor and the accuracy is low. The error is mostly more than 50%, and some even reach several times. The test data of each unit is also quite different. At present, there is no more reasonable and perfect method.
[0006] The applicant of the present invention searched domestic and foreign patent documents and published periodical papers, and found no reports or documents closely related to the present invention and the same

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  • Apparatus and method for measuring shock wave pressure in concrete medium
  • Apparatus and method for measuring shock wave pressure in concrete medium
  • Apparatus and method for measuring shock wave pressure in concrete medium

Examples

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Embodiment 1

[0043] The present invention is a shock wave pressure measuring device and method in a concrete medium, which is composed of an explosive charge 1, a fixed structural member, a diaphragm pressure sensor 3, and a concrete plate 4, wherein the fixed structural member includes a fixed bracket top plate 2, a screw rod 5, a fixed The bracket bottom plate 6 and the nut 7, the measuring device is a multi-layer concrete slab 4 structure, the diaphragm pressure sensor 3 is installed on the geometric center of the surface of the concrete slab 4, and is sandwiched between two layers of concrete slabs 4. After the installation is completed layer by layer, The multi-layer concrete slab structure is placed on the bottom plate 6 of the fixed support, the top plate 2 of the fixed support is placed on the topmost concrete slab, and the top plate 2 of the fixed support and the bottom plate 6 of the fixed support are connected by the screw 5 through the screw hole 9 and the screw hole 10, and the ...

Embodiment 2

[0056] The shock wave pressure measuring device and method in the concrete medium are the same as in Embodiment 1. In this example, the structural form of the shock wave pressure measuring device B in the concrete medium is adopted, see figure 2 . The test explosive 1 is AFX-757, the mass is 300g, and the size is φ60×60mm. According to the test requirements and the test charge, the number of the diaphragm sensor 3 is determined to be one. The strength level of the concrete plate 4 is C-45, rectangular, and the size is 120mm long. ×Width 100mm×Thickness 20mm; Diaphragm pressure sensor 3 is a manganese-copper pressure sensor, and the manganese-copper pressure sensor is welded to the transmission cable; the radius or 1 / 2 side length of the concrete slab 4 is larger than the sensitive point of the diaphragm pressure sensor 3 and the transmission cable When the distance between the solder joints, it needs to be installed through the wire slot 11, see Figure 7 and Figure 8 . T...

Embodiment 3

[0059] The shock wave pressure measurement device and method in the concrete medium are the same as those in Example 1-2. The test explosive 1 is CL-20 explosive, with a mass of 18.5g and a size of φ20×30mm. The number of diaphragm sensors 3 is determined to be 3 according to the test requirements and the test charge. pcs, concrete slab 4 strength grade C-40, round, 80mm in diameter, 20mm thick, see Figure 7 The diaphragm pressure sensor 3 is a PVDF pressure sensor, the PVDF pressure sensor is welded to the transmission cable, and the radius or 1 / 2 side of the concrete slab 4 is less than or greater than the distance between the sensitive point of the diaphragm pressure sensor 3 and the welding point of the transmission cable , can be installed directly. The top plate 2 of the fixed bracket and the bottom plate 6 of the fixed bracket are aluminum plates with a size of φ100mm×5mm, and are assembled in the form of the shock wave pressure measurement device B in the concrete med...

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Abstract

The invention discloses a device and a method for measuring the pressure of shock waves in a concrete medium. The device mainly comprises an explosive charge, a fixing structural member, a diaphragm pressure sensor and concrete plates; the measuring device adopts a multi-layer concrete plate structure; the diaphragm pressure sensor is mounted in the geometric center of the surface of each concrete plate and is clamped between two layers of concrete plates; the surfaces of the concrete plates are finely grinded and are provided with slots for leading out wires; the fixing structural member fastens the explosive charge, the diaphragm pressure sensor and the concrete plates. According to the device and the method, the problems of difficult location of the sensor and the explosion center, and the tight bonding of the sensor and the concrete medium and the like in the measurement of pressure of shock waves in the concrete medium are solved, the device and the method are not only suitable for measuring shock waves in the concrete medium, but also suitable for measuring shock waves in soil, rocks and other solid media. The device and the method for measuring the pressure of shock waves in the concrete medium are low in cost, convenient to operate and higher in measurement accuracy.

Description

technical field [0001] The invention belongs to the technical field of explosion shock testing, and mainly relates to a measuring device and method for measuring shock wave pressure in a solid medium, in particular to a measuring device and method for measuring shock wave pressure in a concrete medium. Background technique [0002] With the development of military defense, a large number of military targets with strategic value (such as command posts, control and communication stations, etc.) have been transferred to deep underground layers, and many targets are solid concrete structures. For example, the penetrating submunitions used for anti-airport runway weapons use the kinetic energy to make the bullets penetrate into the concrete and explode through large-area throwing bullets, so that the runway will produce large enough craters or the concrete layer will bulge, leaving no trace on the runway. Any complete road surface that may be used for aircraft takeoff and landing...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): G01N3/313
Inventor 胡宏伟郭炜宋浦冯海云王钢
Owner XIAN MODERN CHEM RES INST