CN115752120A - Testing device and method for distribution of damage elements of warm-pressing explosive - Google Patents

Testing device and method for distribution of damage elements of warm-pressing explosive Download PDF

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CN115752120A
CN115752120A CN202211483885.6A CN202211483885A CN115752120A CN 115752120 A CN115752120 A CN 115752120A CN 202211483885 A CN202211483885 A CN 202211483885A CN 115752120 A CN115752120 A CN 115752120A
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trench
shock wave
data
warm
temperature
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张国凯
李森旺
姚箭
何勇
王振
刘举
邓树新
孙庆亚
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Nanjing University of Science and Technology
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Nanjing University of Science and Technology
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Abstract

The invention discloses a test device and a test method for distribution of warm-pressing explosive damage elements, which relate to the technical field of explosion and engineering protection and comprise a trench unit and a detection unit, wherein the trench unit comprises a trench structure and a separation blocking frame, and the separation blocking frame is detachably connected in the trench structure; the detection unit comprises a shock wave acquisition module and a thermal effect acquisition module, the shock wave acquisition module is used for acquiring shock wave pressure data of the bottom wall and the side wall of the trench structure, and the shock wave acquisition module is used for acquiring temperature data inside the trench structure. The first data acquisition instrument is used for acquiring shock wave pressure data, the second data acquisition instrument is used for acquiring temperature data, the range and the strength of the high-temperature damage element can be presumed through the temperature data, the explosion damage characteristics and the distribution rule of the pressure explosive in the trench can be simulated, and the range and the strength of the presumed shock wave damage element can be presumed through the shock wave pressure data.

Description

一种温压炸药毁伤元分布的试验装置及方法A test device and method for the distribution of damage elements of thermobaric explosives

技术领域technical field

本发明涉及爆炸以及工程防护技术领域,尤其涉及一种温压炸药毁伤元分布的试验装置及方法。The invention relates to the technical field of explosion and engineering protection, in particular to a test device and method for the distribution of damage elements of thermobaric explosives.

背景技术Background technique

堑壕作为战争中阵地防御的重要组成部分,其优秀的作战性能、简易快捷的制造方法使得其在战争中被广泛使用。堑壕是沿阵地正面挖掘的供战斗用的壕沟,作战人员处于壕沟内对外部敌人进行攻击。在现代战争中,堑壕仍大量运用于战场,其不仅可以高效率抵挡弹药破片这种传统毁伤元的攻击,而且其地下壕沟结构使得爆炸冲击波到达后强度大幅度减小。As an important part of position defense in warfare, trenches are widely used in warfare due to their excellent combat performance and simple and quick manufacturing methods. A trench is a trench dug along the front of a position for combat, and the combatants are in the trench to attack the external enemy. In modern warfare, trenches are still widely used on the battlefield. They can not only efficiently resist the attack of traditional damage elements such as ammunition fragments, but also their underground trench structure can greatly reduce the intensity of explosion shock waves after they arrive.

随着科技发展,各种高能高效战斗部迅速发展,以温压炸药作为战斗部的温压弹实战中运用越来越多,温压炸药兼具高爆炸药和燃料空气炸药的特点,准确地说是一种富含燃料的高爆炸药。其爆炸速度一般为3~4千米/秒,比高爆炸药的爆炸速度(典型值为8千米/秒)低许多;同时在爆炸过程中从周围空气中大量吸取氧气,造成缺氧的环境。至关重要的一点是,温压炸药中添加了铝、硼、硅、钛、镁、锆等物质的粉末,这些粉束在加热状态下起燃并释放大量能量,大大增强了温压炸药的热效应和压力效应。爆炸时都形成强冲击波,对人员、工事、装备可造成严重杀伤;温压炸药的热效应能将空气中的氧气燃烧掉,造成爆点区暂时缺氧。With the development of science and technology, various high-energy and high-efficiency warheads have developed rapidly. Thermobaric explosives as warheads have been used more and more in actual combat. Thermobaric explosives have the characteristics of both high explosives and fuel-air explosives. Said to be a fuel-rich high explosive. Its detonation velocity is generally 3-4 kilometers per second, which is much lower than that of high explosives (typical value is 8 kilometers per second); at the same time, a large amount of oxygen is absorbed from the surrounding air during the detonation process, resulting in a lack of oxygen. environment. The most important point is that powders of aluminum, boron, silicon, titanium, magnesium, zirconium and other substances are added to the thermobaric explosive. These powder beams ignite and release a large amount of energy in a heated state, which greatly enhances the thermobaric explosive. Thermal and pressure effects. Strong shock waves are formed during the explosion, which can cause serious damage to personnel, fortifications, and equipment; the thermal effect of thermobaric explosives can burn the oxygen in the air, causing temporary hypoxia in the explosion point area.

目前,对于特殊防护结构内温压炸药爆炸毁伤元分布研究较少,为此需要一种温压炸药毁伤元分布的试验装置及方法,模拟堑壕内温压炸药爆炸毁伤特征以及分布规律,进而对比分析不同形式类型堑壕对于温压炸药爆炸毁伤元的防护性能,以便于堑壕防护结构优化进行指导,提高士兵的战场生存能力,为战争中的实际应用提供指导依据,对后续的类似试验提供经验,对科研相关数值模拟仿真提供数据基础。At present, there are few studies on the distribution of damage elements of thermobaric explosive explosions in special protective structures. Therefore, a test device and method for the distribution of damage elements of thermobaric explosives are needed to simulate the damage characteristics and distribution rules of thermobaric explosive explosions in trenches, and then compare Analyze the protection performance of different types of trenches against thermobaric explosive explosion damage elements, so as to guide the optimization of trench protection structures, improve the battlefield survivability of soldiers, provide guidance for practical applications in war, and provide experience for subsequent similar experiments. Provide a data basis for scientific research-related numerical simulations.

发明内容Contents of the invention

本发明解决的技术问题是:目前对于特殊防护结构内温压炸药爆炸毁伤元分布研究较少,为此需要一种温压炸药毁伤元分布的试验装置及方法,模拟堑壕内温压炸药爆炸毁伤特征以及分布规律,进而对比分析不同形式类型堑壕对于温压炸药爆炸毁伤元的防护性能,以便于堑壕防护结构优化进行指导。The technical problem solved by the present invention is: there are few studies on the distribution of damage elements of thermobaric explosive explosion in special protective structures at present, so a test device and method for the distribution of damage elements of thermobaric explosives are needed to simulate the explosion damage of thermobaric explosives in trenches characteristics and distribution rules, and then compare and analyze the protection performance of different types of trenches against thermobaric explosive explosion damage elements, so as to guide the optimization of trench protection structures.

为解决上述技术问题,本发明提供如下技术方案:一种温压炸药毁伤元分布的试验装置,包括堑壕单元和检测单元,所述堑壕单元包括堑壕结构和分隔挡架,所述堑壕结构内部可拆卸连接分隔挡架;所述检测单元包括冲击波采集模块和被热效应采集模块,所述冲击波采集模块用于采集堑壕结构底壁和侧壁的冲击波压力数据,冲击波采集模块用于采集堑壕结构内部的温度数据,所述冲击波采集模块和热效应采集模块固定安装于堑壕结构内。In order to solve the above-mentioned technical problems, the present invention provides the following technical solutions: a test device for the distribution of thermobaric explosive damage elements, including a trench unit and a detection unit, the trench unit includes a trench structure and a partition frame, and the interior of the trench structure can be Disassemble and connect the partition frame; the detection unit includes a shock wave acquisition module and a thermal effect acquisition module, the shock wave acquisition module is used to collect the shock wave pressure data of the bottom wall and side wall of the trench structure, and the shock wave acquisition module is used to collect the internal pressure of the trench structure For temperature data, the shock wave acquisition module and thermal effect acquisition module are fixedly installed in the trench structure.

作为本发明所述的温压炸药毁伤元分布的试验装置的一种优选方案,其中:所述堑壕结构包括第一壕沟和第二壕沟,第一壕沟和第二壕沟交叉垂直设置,并且分隔挡架可拆卸连接第一壕沟或第二壕沟内壁。As a preferred version of the test device for the distribution of thermobaric explosive damage elements according to the present invention, wherein: the trench structure includes a first trench and a second trench, the first trench and the second trench are vertically intersected, and the barrier The frame is detachably connected to the inner wall of the first ditch or the second ditch.

作为本发明所述的温压炸药毁伤元分布的试验装置的一种优选方案,其中:所述第一壕沟和第二壕沟横截面为等腰梯形。As a preferred solution of the test device for the distribution of damage elements of thermobaric explosives according to the present invention, wherein: the cross-sections of the first moat and the second moat are isosceles trapezoidal.

作为本发明所述的温压炸药毁伤元分布的试验装置的一种优选方案,其中:所述冲击波采集模块包括压力传感器和第一数据采集仪,所述压力传感器电性连接第一数据采集仪,所述压力传感器固定安装于第一壕沟或第二壕沟内壁。As a preferred solution of the test device for the distribution of thermobaric explosive damage elements according to the present invention, wherein: the shock wave acquisition module includes a pressure sensor and a first data acquisition instrument, and the pressure sensor is electrically connected to the first data acquisition instrument , the pressure sensor is fixedly installed on the inner wall of the first ditch or the second ditch.

作为本发明所述的温压炸药毁伤元分布的试验装置的一种优选方案,其中:所述热效应采集模块包括测温传感器、红外测温传感器、固定支架和第二数据采集仪,所述固定支架底部固定连接第一壕沟或第二壕沟内壁,固定支架顶部固定连接测温传感器或红外测温传感器,测温传感器电性连接第二数据采集仪,所述红外测温传感器电性连接第二数据采集仪。As a preferred scheme of the test device for the distribution of thermobaric explosive damage elements in the present invention, wherein: the thermal effect acquisition module includes a temperature measurement sensor, an infrared temperature measurement sensor, a fixed bracket and a second data acquisition instrument, the fixed The bottom of the bracket is fixedly connected to the inner wall of the first ditch or the second ditch, the top of the fixed bracket is fixedly connected to a temperature sensor or an infrared temperature sensor, the temperature sensor is electrically connected to the second data acquisition instrument, and the infrared temperature sensor is electrically connected to the second Data acquisition instrument.

一种温压炸药毁伤元分布的试验方法,包括标定爆炸点位置;调节堑壕单元内部容纳空间的形状;通过检测单元测量冲击波压力数据和温度数据;对所述冲击波压力数据和温度数据进行采集。The invention discloses a test method for the distribution of damage elements of thermobaric explosives, which comprises the steps of calibrating the position of the explosion point; adjusting the shape of the accommodating space inside the trench unit; measuring shock wave pressure data and temperature data through a detection unit; and collecting the shock wave pressure data and temperature data.

作为本发明所述的温压炸药毁伤元分布的试验方法的一种优选方案,其中:通过调节分隔挡架在第一壕沟或第二壕沟内壁的位置,改变第一壕沟或第二壕沟内部容纳空间的形状。As a preferred version of the test method for the distribution of thermobaric explosive damage elements in the present invention, wherein: by adjusting the position of the partition frame on the inner wall of the first ditch or the second ditch, the internal storage capacity of the first ditch or the second ditch is changed. The shape of the space.

作为本发明所述的温压炸药毁伤元分布的试验方法的一种优选方案,其中:采集冲击波压力数据包括:对所述压力传感器进行编号;压力传感器测量得到冲击波压力数据;将压力传感器与冲击波压力数据一一对应,并通过第一数据采集仪进行储存。As a preferred scheme of the test method for the distribution of damage elements of thermobaric explosives according to the present invention, wherein: collecting the shock wave pressure data includes: numbering the pressure sensor; measuring the pressure sensor to obtain the shock wave pressure data; combining the pressure sensor with the shock wave The pressure data are in one-to-one correspondence and stored by the first data acquisition instrument.

作为本发明所述的温压炸药毁伤元分布的试验方法的一种优选方案,其中:采集温度数据包括:对所述包括测温传感器和红外测温传感器进行编号;以爆炸点为圆心,以r为半径,划分安装位置,并且安装位置设置有两个以上。As a preferred scheme of the test method for the distribution of thermobaric explosive damage elements according to the present invention, wherein: collecting temperature data includes: numbering the temperature sensor and the infrared temperature sensor; taking the explosion point as the center of the circle, and r is a radius, which divides the installation location, and there are more than two installation locations.

作为本发明所述的温压炸药毁伤元分布的试验方法的一种优选方案,其中对安装位置进行进判断;若安装位置与所述爆炸点之间无遮挡,所述安装位置设置安装测温传感器;若安装位置与所述爆炸点之间有遮挡,所述安装位置设置安装红外测温传感器;将测温传感器和红外测温传感器与温度数据一一对应,并通过第二数据采集仪进行储存。As a preferred scheme of the test method for the distribution of damage elements of thermobaric explosives according to the present invention, the installation location is judged; if there is no shelter between the installation location and the explosion point, the installation location is set to install temperature measurement sensor; if there is a block between the installation position and the explosion point, the installation position is set to install an infrared temperature sensor; the temperature sensor and the infrared temperature sensor are in one-to-one correspondence with the temperature data, and are carried out by the second data acquisition instrument store.

本发明的有益效果:通过第一数据采集仪采集冲击波压力数据,第二数据采集仪采集温度数据,通过温度数据可以对推测高温毁伤元范围和强度,可以模拟堑壕内温压炸药爆炸毁伤特征以及分布规律,通过冲击波压力数据可以对推测冲击波毁伤元范围和强度,通过分隔挡架固定在堑壕单元内部的不同位置,可以将分隔堑壕单元内部分隔成不同的形状,便于对不同形状的堑壕单元进行实验,实验更加灵活,并采集冲击波压力数据和温度数据,进而对比分析不同形式类型堑壕对于温压炸药爆炸毁伤元的防护性能,以便于堑壕防护结构优化进行指导,提高士兵的战场生存能力,为战争中的实际应用提供指导依据,对后续的类似试验提供经验,对科研相关数值模拟仿真提供数据基础。Beneficial effects of the present invention: the shock wave pressure data is collected by the first data acquisition instrument, the temperature data is collected by the second data acquisition instrument, the range and intensity of the high-temperature damage element can be estimated through the temperature data, and the explosion damage characteristics of the thermobaric explosive in the trench can be simulated and According to the distribution law, the range and strength of the shock wave damage element can be estimated through the shock wave pressure data, and the partition block is fixed at different positions inside the trench unit, and the interior of the partition trench unit can be divided into different shapes, which is convenient for different shapes of trench units. The experiment, the experiment is more flexible, and the shock wave pressure data and temperature data are collected, and then the protection performance of different types of trenches against the explosion damage elements of thermobaric explosives is compared and analyzed, so as to guide the optimization of the trench protection structure and improve the battlefield survivability of soldiers. The actual application in the war provides a guiding basis, provides experience for subsequent similar experiments, and provides a data basis for numerical simulations related to scientific research.

附图说明Description of drawings

图1为本发明一个实施例提供的一种温压炸药毁伤元分布的试验装置中的堑壕单元结构示意图。Fig. 1 is a schematic diagram of the trench unit structure in a test device for the distribution of damage elements of thermobaric explosives provided by an embodiment of the present invention.

图2为本发明一个实施例提供的一种温压炸药毁伤元分布的试验装置中的方检测单元基本结构示意图。Fig. 2 is a schematic diagram of the basic structure of a square detection unit in a test device for damage element distribution of thermobaric explosives provided by an embodiment of the present invention.

图3为本发明一个实施例提供的一种温压炸药毁伤元分布的试验装置中的堑壕单元俯视示意图。Fig. 3 is a top view diagram of a trench unit in a test device for the distribution of damage elements of thermobaric explosives provided by an embodiment of the present invention.

图4为本发明一个实施例提供的一种温压炸药毁伤元分布的试验装置中的堑壕单元立体示意图。Fig. 4 is a three-dimensional schematic diagram of a trench unit in a test device for the distribution of damage elements of thermobaric explosives provided by an embodiment of the present invention.

图5为本发明一个实施例提供的一种温压炸药毁伤元分布的试验装置中的分隔挡架结构示意图。Fig. 5 is a schematic diagram of the structure of the partition frame in a test device for the distribution of damage elements of thermobaric explosives provided by an embodiment of the present invention.

图6为本发明一个实施例提供的一种温压炸药毁伤元分布的试验方法的基本流程示意图。Fig. 6 is a schematic flowchart of a test method for damage element distribution of thermobaric explosives provided by an embodiment of the present invention.

图7为本发明一个实施例提供的一种温压炸药毁伤元分布的试验方法的堑壕结构实验时横截面结构示意图。Fig. 7 is a schematic diagram of the cross-sectional structure of a trench structure experiment in a test method for the distribution of damage elements of thermobaric explosives provided by an embodiment of the present invention.

图8为本发明一个实施例提供的一种温压炸药毁伤元分布的试验方法中的温压炸药爆炸试验堑壕结构底壁压力时程演化过程示意图。Fig. 8 is a schematic diagram of the time history evolution process of the pressure on the bottom wall of a trench structure in a thermobaric explosive explosion test method in a test method for thermobaric explosive damage element distribution provided by an embodiment of the present invention.

图9为本发明一个实施例提供的一种温压炸药毁伤元分布的试验方法中的温压炸药爆炸试验堑壕结构侧壁面压力时程演化过程示意图。Fig. 9 is a schematic diagram of the time-history evolution process of pressure on the side wall of a trench structure in a thermobaric explosive explosion test method in a test method for thermobaric explosive damage element distribution provided by an embodiment of the present invention.

图10为本发明一个实施例提供的一种温压炸药毁伤元分布的试验方法的温压炸药爆炸试验的测温传感器采集的温度数据图。Fig. 10 is a graph of temperature data collected by a temperature sensor in a thermobaric explosive explosion test of a thermobaric explosive damage element distribution test method provided by an embodiment of the present invention.

图11为本发明一个实施例提供的一种温压炸药毁伤元分布的试验方法的温压炸药爆炸试验的红外测温传感器采集的温度数据图。Fig. 11 is a diagram of temperature data collected by an infrared temperature sensor in a thermobaric explosive explosion test of a thermobaric explosive damage element distribution test method provided by an embodiment of the present invention.

具体实施方式Detailed ways

为使本发明的上述目的、特征和优点能够更加明显易懂,下面结合说明书附图对本发明的具体实施方式做详细的说明,显然所描述的实施例是本发明的一部分实施例,而不是全部实施例。In order to make the above-mentioned purposes, features and advantages of the present invention more obvious and easy to understand, the specific implementation modes of the present invention will be described in detail below in conjunction with the accompanying drawings. Obviously, the described embodiments are part of the embodiments of the present invention, not all of them. Example.

实施例1Example 1

参照图1至图5,为本发明的一个实施例,提供了一种温压炸药毁伤元分布的试验装置,包括堑壕单元100和检测单元200,堑壕单元100包括堑壕结构101和分隔挡架102,堑壕结构101内部可拆卸连接分隔挡架102。Referring to Figures 1 to 5, an embodiment of the present invention provides a test device for the distribution of thermobaric explosive damage elements, including a trench unit 100 and a detection unit 200, and the trench unit 100 includes a trench structure 101 and a partition frame 102 , the inside of the trench structure 101 is detachably connected to the partition frame 102 .

本实施例中优选的,可以在地面预先挖掘壕沟,然后将堑壕结构101放入壕沟中,分隔挡架102对应堑壕结构101的横截面设置。(参照图5)分隔挡架102优选采用钢板切割焊接制成,分隔挡架102两端可以设置固定板,并且分隔挡架102上设置固定耳,并在固定耳上打孔,便于将分隔挡架102固定在堑壕结构101内壁上,可以在堑壕结构101侧壁和底壁打孔,使用膨胀螺栓或钢筋销进行固定,通过分隔挡架102固定在堑壕单元100内部的不同位置,可以将分隔堑壕单元100内部分隔成不同的形状,便于对不同形状的堑壕单元100进行实验。In this embodiment, preferably, a trench can be excavated on the ground in advance, and then the trench structure 101 is put into the trench, and the partition frame 102 is set corresponding to the cross section of the trench structure 101 . (referring to Fig. 5) separating baffle frame 102 preferably adopts steel plate cutting and welding to make, and separating baffle frame 102 two ends can be provided with fixed plate, and is provided with fixed ear on the separated baffle frame 102, and punches on the fixed ear, is convenient to divide baffle frame The frame 102 is fixed on the inner wall of the trench structure 101, and can be drilled on the side wall and the bottom wall of the trench structure 101, fixed with expansion bolts or steel bar pins, and fixed at different positions inside the trench unit 100 by the partition block frame 102, which can divide the The interior of the trench unit 100 is divided into different shapes, which facilitates experiments on trench units 100 of different shapes.

检测单元200包括冲击波采集模块201和被热效应采集模块202,冲击波采集模块201用于采集堑壕结构101底壁和侧壁的冲击波压力数据,冲击波采集模块201用于采集堑壕结构101内部的温度数据,冲击波采集模块201和热效应采集模块202固定安装于堑壕结构101内。The detection unit 200 includes a shock wave acquisition module 201 and a thermal effect acquisition module 202, the shock wave acquisition module 201 is used to collect shock wave pressure data on the bottom wall and side wall of the trench structure 101, and the shock wave acquisition module 201 is used to collect temperature data inside the trench structure 101, The shock wave acquisition module 201 and the thermal effect acquisition module 202 are fixedly installed in the trench structure 101 .

本实施例中优选的,将采集模块201和热效应采集模块202固定安装于堑壕结构101内,在温压炸药进行爆炸后,可以采集堑壕结构101内部的温度数据和冲击波压力数据,通过温度数据可以对推测高温毁伤元范围和强度,可以模拟堑壕结构101内温压炸药爆炸毁伤特征以及分布规律,通过冲击波压力数据可以对推测冲击波毁伤元范围和强度,进而对比分析不同形式类型的堑壕结构101对于温压炸药爆炸毁伤元的防护性能,以便于堑壕防护结构优化进行指导,提高士兵的战场生存能力,为战争中的实际应用提供指导依据,对后续的类似试验提供经验,对科研相关数值模拟仿真提供数据基础。Preferably in this embodiment, the acquisition module 201 and the thermal effect acquisition module 202 are fixedly installed in the trench structure 101, after the thermobaric explosive is exploded, the temperature data and shock wave pressure data inside the trench structure 101 can be collected, and the temperature data can be For estimating the range and intensity of high-temperature damage elements, it is possible to simulate the damage characteristics and distribution rules of the thermobaric explosive explosion in the trench structure 101. The shock wave pressure data can be used to estimate the range and intensity of the shock wave damage elements, and then compare and analyze different types of trench structures 101 for The protection performance of the thermobaric explosive explosion damage element is used to guide the optimization of the trench protection structure, improve the survivability of soldiers on the battlefield, provide guidance for practical applications in war, provide experience for subsequent similar experiments, and provide scientific research related numerical simulations. Provide a data base.

堑壕结构101包括第一壕沟101a和第二壕沟101b,第一壕沟101a和第二壕沟101b交叉垂直设置,并且分隔挡架102可拆卸连接第一壕沟101a或第二壕沟101b内壁。The trench structure 101 includes a first trench 101a and a second trench 101b, the first trench 101a and the second trench 101b are vertically arranged, and the partition frame 102 is detachably connected to the inner wall of the first trench 101a or the second trench 101b.

本实施例中优选的,第一壕沟101a和第二壕沟101b形成十字交叉的对称结构,通过一个以上的分隔挡架102对第一壕沟101a和第二壕沟101b进行分隔重组,可以构建多种形式、多尺寸的堑壕结构101。堑壕结构101的内部形状包括十字交叉形式结构、T形式结构、L形式结构和长直线形式结构。优先的堑壕结构101尺寸范围包括,对于十字交叉形式、T形式、L形式堑壕结构101可实现试验边长1m、3m、5m、7m、9m、10m尺寸;对于长直线形式结构可实现试验边长2m至20m尺寸。通过分隔挡架102固定在堑壕单元100内部的不同位置,可以将分隔堑壕单元100内部分隔成不同的形状,便于对不同形状的堑壕单元100进行实验,以便于模拟更多实际引用情况,获取更多的实验数据,而且实验操作方便。Preferably in this embodiment, the first moat 101a and the second moat 101b form a cross-shaped symmetrical structure, and the first moat 101a and the second moat 101b are separated and reorganized by more than one partition frame 102, and various forms can be constructed. . A trench structure 101 of multiple dimensions. The internal shape of the trench structure 101 includes a cross-shaped structure, a T-shaped structure, an L-shaped structure and a long straight line structure. The preferred size range of the trench structure 101 includes, for the trench structure 101 of the cross form, T form and L form, the test side lengths of 1m, 3m, 5m, 7m, 9m, and 10m can be realized; for the long straight form structure, the test side length can be realized 2m to 20m size. Fix the different positions inside the trench unit 100 by the partition retaining frame 102, the interior of the partition trench unit 100 can be divided into different shapes, which is convenient for carrying out experiments on the trench units 100 of different shapes, so as to simulate more actual reference situations and obtain more information. There are a lot of experimental data, and the experimental operation is convenient.

第一壕沟101a和第二壕沟101b横截面为等腰梯形。The cross sections of the first moat 101a and the second moat 101b are isosceles trapezoidal.

本实施例中优选的,第一壕沟101a和第二壕沟101b截面结构为等腰梯形,更贴合野战实际状况的坡度和形状,也可以按照试验要求可提前设计使用其他截面结构。Preferably in this embodiment, the cross-sectional structure of the first trench 101a and the second trench 101b is isosceles trapezoidal, which is more suitable for the slope and shape of the actual field conditions, and other cross-sectional structures can also be designed and used in advance according to the test requirements.

冲击波采集模块201包括压力传感器201a和第一数据采集仪201b,压力传感器201a电性连接第一数据采集仪201b,压力传感器201a固定安装于第一壕沟101a或第二壕沟101b内壁。The shock wave acquisition module 201 includes a pressure sensor 201a and a first data acquisition instrument 201b. The pressure sensor 201a is electrically connected to the first data acquisition instrument 201b. The pressure sensor 201a is fixedly installed on the inner wall of the first trench 101a or the second trench 101b.

本实施例中优选的,压力传感器201a可应采用PCB压力传感器,使用时可以将PCB压力传感器的第一壕沟101a或第二壕沟101b内的底壁或壁面齐平,压力传感器201a用于检测冲击波压力数据,温压炸药爆炸时压力传感器201a检测到的冲击波压力数据是力学信号,通过将力学信号转化为电信号,输入第一数据采集仪201b进行记录和存储。Preferably in this embodiment, the pressure sensor 201a can be a PCB pressure sensor, and the bottom wall or wall in the first ditch 101a or the second ditch 101b of the PCB pressure sensor can be flushed during use, and the pressure sensor 201a is used to detect shock waves Pressure data, the shock wave pressure data detected by the pressure sensor 201a when the thermobaric explosive explodes is a mechanical signal, which is converted into an electrical signal and input to the first data acquisition instrument 201b for recording and storage.

热效应采集模块202包括测温传感器202a、红外测温传感器202b、固定支架202c和第二数据采集仪201d,固定支架202c底部固定连接第一壕沟101a或第二壕沟101b内壁,固定支架202c顶部固定连接测温传感器202a或红外测温传感器202b,测温传感器202a电性连接第二数据采集仪201d,红外测温传感器202b电性连接第二数据采集仪201d。The thermal effect acquisition module 202 includes a temperature measurement sensor 202a, an infrared temperature measurement sensor 202b, a fixed bracket 202c and a second data acquisition instrument 201d, the bottom of the fixed bracket 202c is fixedly connected to the inner wall of the first moat 101a or the second moat 101b, and the top of the fixed bracket 202c is fixedly connected to the inner wall of the second moat 101b. The temperature measurement sensor 202a or the infrared temperature measurement sensor 202b, the temperature measurement sensor 202a is electrically connected to the second data acquisition instrument 201d, and the infrared temperature measurement sensor 202b is electrically connected to the second data acquisition instrument 201d.

本实施例中优选的,热测温传感器202a可以采用接触式铂铑丝热电偶温度传感器,红外测温传感器202b和测温传感器202a通过现有的固定支架202c进行安装固定,固定支架202c可以采用现有的固定杆或支撑杆制作,用于将红外测温传感器202b和测温传感器202a进行固定,通过红外测温传感器202b和测温传感器202a采集温压炸药爆炸的温度数据,并将温度数据通过第二数据采集仪201d进行记录和存储。Preferably in the present embodiment, thermal temperature sensor 202a can adopt contact type platinum rhodium wire thermocouple temperature sensor, and infrared temperature sensor 202b and temperature sensor 202a are installed and fixed by existing fixed bracket 202c, and fixed bracket 202c can adopt Existing fixed rods or support rods are used to fix the infrared temperature measuring sensor 202b and the temperature measuring sensor 202a, and collect the temperature data of the thermobaric explosive explosion through the infrared temperature measuring sensor 202b and the temperature measuring sensor 202a, and store the temperature data Record and store through the second data acquisition instrument 201d.

通过第一数据采集仪201b采集冲击波压力数据,第二数据采集仪201d采集温度数据,通过温度数据可以对推测高温毁伤元范围和强度,可以模拟堑壕内温压炸药爆炸毁伤特征以及分布规律,通过冲击波压力数据可以对推测冲击波毁伤元范围和强度,通过分隔挡架102固定在堑壕单元100内部的不同位置,可以将分隔堑壕单元100内部分隔成不同的形状,便于对不同形状的堑壕单元100进行实验,并采集冲击波压力数据和温度数据,进而对比分析不同形式类型堑壕对于温压炸药爆炸毁伤元的防护性能,以便于堑壕防护结构优化进行指导,提高士兵的战场生存能力,为战争中的实际应用提供指导依据,对后续的类似试验提供经验,对科研相关数值模拟仿真提供数据基础。The shock wave pressure data is collected by the first data acquisition instrument 201b, and the temperature data is collected by the second data acquisition instrument 201d. The temperature data can be used to estimate the range and intensity of high-temperature damage elements, and can simulate the explosion damage characteristics and distribution rules of thermobaric explosives in the trench. The shock wave pressure data can be used to infer the range and intensity of the shock wave damage element, and the partition frame 102 is fixed at different positions inside the trench unit 100, so that the interior of the partition trench unit 100 can be divided into different shapes, which is convenient for the trench unit 100 of different shapes. Experiment, and collect shock wave pressure data and temperature data, and then compare and analyze the protection performance of different types of trenches against the explosion damage elements of thermobaric explosives, so as to guide the optimization of trench protection structures, improve the battlefield survivability of soldiers, and provide practical information for war. The application provides a guiding basis, provides experience for subsequent similar experiments, and provides a data basis for scientific research-related numerical simulations.

实施例2Example 2

参照图3至图7,为本发明另一个实施例,该实施例基于上一个实施例,与上一个实施例不同之处在于。一种温压炸药毁伤元分布的试验方法,包括:Referring to FIG. 3 to FIG. 7, it is another embodiment of the present invention, which is based on the previous embodiment, and differs from the previous embodiment in that. A test method for thermobaric explosive damage element distribution, comprising:

S1:标定爆炸点位置。S1: Calibrate the position of the explosion point.

本实施例中优选的,在试验模型下的试验炸药为温压炸药但不限于温压炸药一种,TNT、其他含Al炸药也在本实验范围内,也可使用不同当量梯度的温压炸药爆炸试验。可以在地面预先挖掘壕沟,然后将堑壕结构101放入壕沟中,堑壕结构101可应采用预制模块进行制作,预制模块包括钢结构或预制混凝土模块。Preferably in this embodiment, the test explosive under the test model is a thermobaric explosive but not limited to a thermobaric explosive. TNT and other Al-containing explosives are also within the scope of this experiment, and thermobaric explosives with different equivalent gradients can also be used explosion test. A trench can be pre-dug on the ground, and then the trench structure 101 can be put into the trench. The trench structure 101 can be made by using prefabricated modules, and the prefabricated modules include steel structures or prefabricated concrete modules.

S2:调节堑壕单元100内部容纳空间的形状。S2: Adjust the shape of the internal accommodation space of the trench unit 100.

通过调节分隔挡架102在第一壕沟101a或第二壕沟101b内壁的位置,改变第一壕沟101a或第二壕沟101b内部容纳空间的形状。By adjusting the position of the partition frame 102 on the inner wall of the first ditch 101a or the second ditch 101b, the shape of the accommodating space inside the first ditch 101a or the second ditch 101b is changed.

可以在堑壕结构101侧壁和底壁打孔,使用膨胀螺栓或钢筋销进行固定,通过分隔挡架102固定在堑壕单元100内部的不同位置,可以将分隔堑壕单元100内部分隔成不同的形状,便于对不同形状的堑壕单元100进行实验。Holes can be punched on the side wall and bottom wall of the trench structure 101, fixed with expansion bolts or steel bar pins, fixed at different positions inside the trench unit 100 by the partition frame 102, and the interior of the partition trench unit 100 can be divided into different shapes, Experimentation with trench units 100 of different shapes is facilitated.

参照图3和图4,图3为十字交叉形式堑壕结构101的主体,在图3中的1、2、3、4分别为四条边,且1、3边长5m,2、4边长10米,以交叉中心结合构成如图4所示的试验体。本实施例中优先的,图3中5为堑壕结构101底壁的压力测点,以堑壕结构101交叉中心底壁测点为参照,以2m为间距,沿四边中心轴线辐射布置多个压力测点,6为侧壁面压力测点,1、3边侧壁面压力测点相错布置优化测点数量。堑壕结构101横截面整体呈等腰梯形,堑壕结构101的堑壕口宽度90cm,堑壕结构101的堑壕底宽度50cm,堑壕结构101的侧壁与底壁夹角为98°,深度1.4m,壁厚5为20cm,模拟野战实际作战环境下的堑壕结构。Referring to Fig. 3 and Fig. 4, Fig. 3 is the main body of the trench structure 101 in the form of a cross, 1, 2, 3, 4 in Fig. 3 are four sides respectively, and 1, 3 side lengths are 5m, and 2, 4 side lengths are 10m. m, combined with the intersection center to form the test body shown in Figure 4. Priority in this embodiment, 5 in Fig. 3 is the pressure measurement point of the bottom wall of the trench structure 101, with reference to the measurement point of the bottom wall of the trench structure 101 intersection center, with a distance of 2m, a plurality of pressure measurement points are arranged radially along the central axis of the four sides Point 6 is the pressure measuring point on the side wall, and the pressure measuring points on the side wall on sides 1 and 3 are staggered to optimize the number of measuring points. The overall cross section of the trench structure 101 is isosceles trapezoidal, the width of the trench mouth of the trench structure 101 is 90cm, the width of the bottom of the trench structure 101 is 50cm, the angle between the side wall and the bottom wall of the trench structure 101 is 98°, the depth is 1.4m, and the wall thickness 5 is 20cm, simulating the trench structure in the actual field combat environment.

参照图6,将堑壕结构101侧壁面的压力测10设置为垂直高度1m,模拟作战人员在堑壕内的腹胸位置;40为底壁压力测点;20为预先布置直径2cm的PVC管道,供试验时的传感器电缆穿过;30为厚土层,厚土层30与堑壕结构101的堑壕口所在平面齐平,深度不限,厚土层30可以吸收爆炸后传递到堑壕结构101上的应力波,避免堑壕结构101出现破坏,使得试验体满足不同当量梯度试验的要求。With reference to Fig. 6, the pressure gauge 10 of trench structure 101 side wall surface is set to vertical height 1m, simulates the abdomen chest position of combatant in trench; 40 is bottom wall pressure measuring point; The sensor cable passes through during the test; 30 is a thick soil layer, the thick soil layer 30 is flush with the plane of the trench mouth of the trench structure 101, and the depth is not limited, and the thick soil layer 30 can absorb the stress transmitted to the trench structure 101 after the explosion waves to avoid damage to the trench structure 101, so that the test body meets the requirements of different equivalent gradient tests.

S3:通过检测单元200测量冲击波压力数据和温度数据。S3: Measure shock wave pressure data and temperature data through the detection unit 200.

温压炸药爆炸时压力传感器201a检测到的冲击波压力数据是力学信号,通过将力学信号转化为电信号,输入第一数据采集仪201b进行记录和存储。The shock wave pressure data detected by the pressure sensor 201a when the thermobaric explosive explodes is a mechanical signal, which is converted into an electrical signal and input to the first data acquisition instrument 201b for recording and storage.

S4:对冲击波压力数据和温度数据进行采集。S4: Collect shock wave pressure data and temperature data.

集冲击波压力数据包括:The set of shock wave pressure data includes:

对压力传感器201a进行编号;Number the pressure sensor 201a;

压力传感器201a测量得到冲击波压力数据;The pressure sensor 201a measures the shock wave pressure data;

将压力传感器201a与冲击波压力数据一一对应,并通过第一数据采集仪201b进行储存。The pressure sensor 201a is in one-to-one correspondence with the shock wave pressure data, and is stored by the first data acquisition instrument 201b.

采集温度数据包括:Collecting temperature data includes:

对包括测温传感器202a和红外测温传感器202b进行编号;Numbering includes the temperature measuring sensor 202a and the infrared temperature measuring sensor 202b;

以爆炸点为圆心,以r为半径,划分安装位置,并且安装位置设置有两个以上。Take the explosion point as the center and r as the radius to divide the installation location, and there are more than two installation locations.

对安装位置进行进判断;Determine the installation location;

若安装位置与爆炸点之间无遮挡,安装位置设置安装测温传感器202a;If there is no shelter between the installation location and the explosion point, the installation location is set to install a temperature sensor 202a;

若安装位置与爆炸点之间有遮挡,安装位置设置安装红外测温传感器202b;If there is shelter between the installation location and the explosion point, the installation location is set to install an infrared temperature sensor 202b;

将测温传感器202a和红外测温传感器202b与温度数据一一对应,并通过第二数据采集仪201d进行储存。The temperature measurement sensor 202a and the infrared temperature measurement sensor 202b are in one-to-one correspondence with the temperature data, and are stored by the second data acquisition device 201d.

测温传感器202a和红外测温传感器202b布置于距离爆炸点爆心一定距离处,测温传感器202a可以直接测量检测点的温度,而红外测温传感器202b上的其光学系统汇聚温压炸药爆炸时产生的红外辐射能量,红外能量聚焦在光电探测器上并转变为相应的电信号,经过处理后显示爆炸区域火球表面不同范围的温度,红外测温传感器202b可以更好的检测到安装位置与爆炸点之间有遮挡的情况下的温度,也就是在堑壕结构101底壁或拐角处安装红外测温传感器202b,对其所在的环境温度和观测到的爆炸点火球温度进行检测,以便于比较安装位置与爆炸点之间有无遮挡,对爆炸点火球温度检测是否有区别,检验爆炸点火球所发出的红外线对堑壕结构101的穿透能力。The temperature measuring sensor 202a and the infrared temperature measuring sensor 202b are arranged at a certain distance away from the blast center of the explosion point. The temperature measuring sensor 202a can directly measure the temperature of the detection point, while its optical system on the infrared temperature measuring sensor 202b gathers the temperature and pressure generated when the explosive explodes. Infrared radiation energy, the infrared energy is focused on the photodetector and converted into a corresponding electrical signal, after processing, it displays the temperature in different ranges on the surface of the fireball in the explosion area, and the infrared temperature sensor 202b can better detect the installation position and the explosion point The temperature under the condition of shelter, that is, the infrared temperature sensor 202b is installed at the bottom wall or corner of the trench structure 101, and the ambient temperature where it is located and the observed explosion ignition ball temperature are detected, so as to compare the installation positions Whether there is shielding from the explosion point, whether there is a difference in the temperature detection of the explosion ignition ball, and the penetration ability of the infrared rays emitted by the explosion ignition ball to the trench structure 101 is checked.

通过分隔挡架102固定在堑壕单元100内部的不同位置,可以将分隔堑壕单元100内部分隔成不同的形状,对不同形状的堑壕单元100进行实验,并采集冲击波压力数据和温度数据,进而对比分析不同形式类型堑壕对于温压炸药爆炸毁伤元的防护性能,以便于堑壕防护结构优化进行指导,提高士兵的战场生存能力,为战争中的实际应用提供指导依据,对后续的类似试验提供经验,对科研相关数值模拟仿真提供数据基础。By fixing the partition frame 102 at different positions inside the trench unit 100, the interior of the partition trench unit 100 can be divided into different shapes, experiments are carried out on trench units 100 of different shapes, and shock wave pressure data and temperature data are collected for comparative analysis The protection performance of different forms and types of trenches against the explosion damage elements of thermobaric explosives can be used to guide the optimization of trench protection structures, improve the survivability of soldiers on the battlefield, provide guidance for practical applications in war, and provide experience for subsequent similar experiments. Numerical simulations related to scientific research provide a data basis.

实施例3Example 3

参照图8至图11,为本发明另一个实施例,该实施例不同于第一个实施例的是,提供了一种温压炸药毁伤元分布的试验装置及方法的实验验证,为对本方法中采用的技术效果加以验证说明,本实施例采用传统技术方案与本发明方法进行对比测试,以科学论证的手段对比试验结果,以验证本方法所具有的真实效果。With reference to Fig. 8 to Fig. 11, it is another embodiment of the present invention, and this embodiment is different from the first embodiment, provides a kind of experimental verification of the test device and the method of thermobaric explosive damage element distribution, for this method The technical effects adopted in the present invention are verified and explained. This embodiment adopts the traditional technical solution and the method of the present invention to carry out a comparative test, and compares the test results by means of scientific demonstration to verify the real effect of the method.

本实施例的采用的压力传感器201a为PCB压力传感器,PCB压力传感器为高响频传感器,响应时间在1us之内,传感器量程在0.34MPa-6.8MPa之间,能够满足试验要求的响应和量程。The pressure sensor 201a used in this embodiment is a PCB pressure sensor. The PCB pressure sensor is a high-response frequency sensor with a response time within 1us and a sensor range of 0.34MPa-6.8MPa, which can meet the response and range required by the test.

热测温传感器202a采用接触式铂铑丝热电偶温度传感器。其中,热测温传感器202a布置的堑壕单元100的侧壁面上,对炸药爆炸范围堑壕内部一定位置的温度进行检测。红外测温传感器202b,布置于堑壕单元100交叉点的拐角处,对其所在的环境温度和观测到的爆炸点火球温度进行检测。The thermal temperature sensor 202a adopts a contact-type platinum-rhodium wire thermocouple temperature sensor. Wherein, the thermal temperature sensor 202a is arranged on the side wall surface of the trench unit 100 to detect the temperature of a certain position inside the trench within the explosion range of the explosive. The infrared temperature sensor 202b is arranged at the corner of the intersection of the trench unit 100 to detect the ambient temperature where it is located and the observed temperature of the explosion point fireball.

本实施例中。爆炸点的设置在交叉中心的不同高度处,温压炸药为制式不同当量的药柱,药柱通过木材三角架吊装在不同高度。PCB压力传感器编号为:从交叉中心底壁到长段底壁依次为1至5号、长段侧壁面6至10号、短段底壁11至12号、短段侧壁面13至15号,以上PCB压力传感器对应量程分别为:3.4MPa、1.38MPa、1.38MPa、0.69MPa、0.69MPa、1.38MPa、1.38MPa、0.69MPa、0.69MPa、0.34MPa、1.38MPa、3.4MPa、1.38MPa、3.4MPa、3.4MPa。在长段壁面固定三三个接触式铂铑丝热电偶温度传感器,在短段壁面固定两只铂铑丝热电偶温度传感器。调试完成所有测试系统后,开展了温压炸药0.3kg、0.5kg、1kg、1kg(TNT)等不同高度的爆炸试验,部分试验结果如图8至图11所示。In this example. The explosion points are set at different heights in the center of the intersection. The thermobaric explosives are standard grains with different equivalents, and the grains are hoisted at different heights by wooden tripods. The PCB pressure sensor numbers are: from the bottom wall of the intersection center to the bottom wall of the long section, they are numbered 1 to 5, the side walls of the long section are numbered 6 to 10, the bottom wall of the short section is numbered 11 to 12, and the side walls of the short section are numbered 13 to 15. The corresponding ranges of the above PCB pressure sensors are: 3.4MPa, 1.38MPa, 1.38MPa, 0.69MPa, 0.69MPa, 1.38MPa, 1.38MPa, 0.69MPa, 0.69MPa, 0.34MPa, 1.38MPa, 3.4MPa, 1.38MPa, 3.4MPa , 3.4MPa. Three or three contact-type platinum-rhodium wire thermocouple temperature sensors are fixed on the long-section wall, and two platinum-rhodium wire thermocouple temperature sensors are fixed on the short-section wall. After commissioning all test systems, explosion tests at different heights of thermobaric explosives 0.3kg, 0.5kg, 1kg, 1kg (TNT) were carried out, and some test results are shown in Figures 8 to 11.

本实施例的进一步设计方案中,围绕堑壕单元100开展交叉中心内部爆炸、与口齐平爆炸和口外空中爆炸三种温压炸药爆炸的试验可以得到堑壕单元100的堑壕内温压炸药爆炸不同耦合情况下的毁伤元分布。本发明的进一步设计方案中,将爆炸中心移至短段端或者长段端,用以研究炸药爆炸毁伤元的绕射分析。本发明的进一步设计方案中,将爆炸中心移至堑壕单元100以外的厚土层表面,用以模拟实战情况下温压炸药爆炸毁伤元在壕单元100中的分布情况。In the further design scheme of this embodiment, the experiments of three kinds of thermobaric explosive explosions, including internal explosion at the intersection center, flush with the mouth and air explosion outside the mouth, can be carried out around the trench unit 100 to obtain different couplings of thermobaric explosive explosions in the trench unit 100. The distribution of damage elements in the case. In a further design solution of the present invention, the explosion center is moved to the short-section end or the long-section end to study the diffraction analysis of explosive explosion damage elements. In a further design of the present invention, the explosion center is moved to the surface of the thick soil layer outside the trench unit 100 to simulate the distribution of thermobaric explosive explosion damage elements in the trench unit 100 in actual combat.

应说明的是,以上实施例仅用以说明本发明的技术方案而非限制,尽管参照较佳实施例对本发明进行了详细说明,本领域的普通技术人员应当理解,可以对本发明的技术方案进行修改或者等同替换,而不脱离本发明技术方案的精神和范围,其均应涵盖在本发明的权利要求范围当中。It should be noted that the above embodiments are only used to illustrate the technical solutions of the present invention without limitation, although the present invention has been described in detail with reference to the preferred embodiments, those of ordinary skill in the art should understand that the technical solutions of the present invention can be carried out Modifications or equivalent replacements without departing from the spirit and scope of the technical solution of the present invention shall be covered by the claims of the present invention.

Claims (10)

1. A test device for distribution of warm-pressing explosive damage elements is characterized by comprising
The trench unit (100) comprises a trench structure (101) and a separation blocking frame (102), wherein the trench structure (101) is detachably connected with the separation blocking frame (102);
detecting element (200), detecting element (200) include shock wave collection module (201) and by thermal effect collection module (202), shock wave collection module (201) are used for gathering the shock wave pressure data of trench structure (101) diapire and lateral wall, and shock wave collection module (201) are used for gathering the inside temperature data of trench structure (101), shock wave collection module (201) and thermal effect collection module (202) fixed mounting are in trench structure (101).
2. The warm-pressing explosive damage element distribution test device of claim 1, which is characterized in that: the trench structure (101) comprises a first trench (101 a) and a second trench (101 b), the first trench (101 a) and the second trench (101 b) are arranged in a crossed and vertical mode, and the separating blocking frame (102) is detachably connected with the inner wall of the first trench (101 a) or the inner wall of the second trench (101 b).
3. The warm-pressing explosive damage element distribution test device of claim 2, characterized in that: the first trench (101 a) and the second trench (101 b) have isosceles trapezoid cross sections.
4. The warm-pressing explosive damage element distribution test device of claim 2, characterized in that: the shock wave acquisition module (201) comprises a pressure sensor (201 a) and a first data acquisition instrument (201 b), the pressure sensor (201 a) is electrically connected with the first data acquisition instrument (201 b), and the pressure sensor (201 a) is fixedly installed on the inner wall of the first trench (101 a) or the second trench (101 b).
5. The warm-pressing explosive damage element distribution test device of claim 2, which is characterized in that: the thermal effect acquisition module (202) comprises a temperature measurement sensor (202 a), an infrared temperature measurement sensor (202 b), a fixed support (202 c) and a second data acquisition instrument (201 d), wherein the bottom of the fixed support (202 c) is fixedly connected with the inner wall of a first trench (101 a) or a second trench (101 b), the top of the fixed support (202 c) is fixedly connected with the temperature measurement sensor (202 a) or the infrared temperature measurement sensor (202 b), the temperature measurement sensor (202 a) is electrically connected with the second data acquisition instrument (201 d), and the infrared temperature measurement sensor (202 b) is electrically connected with the second data acquisition instrument (201 d).
6. A test method for distribution of damage elements of warm-pressing explosives is characterized by comprising the following steps: comprises that
Calibrating the position of an explosion point;
adjusting the shape of the inner accommodating space of the trench unit (100);
measuring shock wave pressure data and temperature data by a detection unit (200);
and collecting the shock wave pressure data and the temperature data.
7. The warm-pressing explosive damage element distribution test method of claim 6, which is characterized in that: the shape of the receiving space inside the first trench (101 a) or the second trench (101 b) is changed by adjusting the position of the separating barrier (102) on the inner wall of the first trench (101 a) or the second trench (101 b).
8. The warm-pressing explosive damage element distribution test method of claim 6, which is characterized in that: collecting shock wave pressure data includes:
-numbering the pressure sensors (201 a);
the pressure sensor (201 a) measures and obtains shock wave pressure data;
the pressure sensors (201 a) are in one-to-one correspondence with the shock wave pressure data and are stored through a first data acquisition instrument (201 b).
9. The warm-pressing explosive damage element distribution test method of claim 6, which is characterized in that:
collecting temperature data includes:
numbering the temperature sensors (202 a) and the infrared temperature sensors (202 b);
and dividing the installation positions by taking the explosion point as the circle center and r as the radius, wherein more than two installation positions are arranged.
10. The warm-pressing explosive damage element distribution test method according to claim 9, characterized in that;
judging the installation position;
if the mounting position is not shielded from the explosion point, a temperature measuring sensor (202 a) is arranged at the mounting position;
if the mounting position is shielded from the explosion point, the mounting position is provided with an infrared temperature measurement sensor (202 b);
the temperature sensors (202 a) and the infrared temperature sensors (202 b) correspond to the temperature data one by one and are stored through the second data acquisition instrument (201 d).
CN202211483885.6A 2022-11-24 2022-11-24 Testing device and method for distribution of damage elements of warm-pressing explosive Pending CN115752120A (en)

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CN102967189A (en) * 2012-11-22 2013-03-13 中北大学 Explosive blast overpressure space-time field reconstruction method
CN105353102A (en) * 2015-12-08 2016-02-24 西安近代化学研究所 Comprehensive effect evaluation method for explosion of thermobaric explosive in semi-closed tunnel
BG112749A (en) * 2018-06-13 2019-12-31 "Трансармъри" Оод Cumulutive–thermobaric shot
CN113189141A (en) * 2021-04-21 2021-07-30 哈尔滨工业大学 Shrinkage ratio experimental device for explosion damage of complex reinforced concrete structure
CN114923658A (en) * 2022-05-18 2022-08-19 南京理工大学 A tunnel device for studying shock wave propagation and dynamic response of underground structures

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102967189A (en) * 2012-11-22 2013-03-13 中北大学 Explosive blast overpressure space-time field reconstruction method
CN105353102A (en) * 2015-12-08 2016-02-24 西安近代化学研究所 Comprehensive effect evaluation method for explosion of thermobaric explosive in semi-closed tunnel
BG112749A (en) * 2018-06-13 2019-12-31 "Трансармъри" Оод Cumulutive–thermobaric shot
CN113189141A (en) * 2021-04-21 2021-07-30 哈尔滨工业大学 Shrinkage ratio experimental device for explosion damage of complex reinforced concrete structure
CN114923658A (en) * 2022-05-18 2022-08-19 南京理工大学 A tunnel device for studying shock wave propagation and dynamic response of underground structures

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