CN112033358A - A kind of subsidence monitoring device for goaf subsidence area - Google Patents

A kind of subsidence monitoring device for goaf subsidence area Download PDF

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CN112033358A
CN112033358A CN202010955247.4A CN202010955247A CN112033358A CN 112033358 A CN112033358 A CN 112033358A CN 202010955247 A CN202010955247 A CN 202010955247A CN 112033358 A CN112033358 A CN 112033358A
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bearing plate
subsidence
controller
monitoring device
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CN112033358B (en
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赵越
王军
王勇
刘光泽
安政臻
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Liaoning Technical University
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    • G01MEASURING; TESTING
    • G01CMEASURING DISTANCES, LEVELS OR BEARINGS; SURVEYING; NAVIGATION; GYROSCOPIC INSTRUMENTS; PHOTOGRAMMETRY OR VIDEOGRAMMETRY
    • G01C5/00Measuring height; Measuring distances transverse to line of sight; Levelling between separated points; Surveyors' levels

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Abstract

The invention discloses a mining subsidence area subsidence monitoring device, which adopts the technical scheme that: comprises a controller, a fixed bearing plate and a movable bearing plate; the fixed bearing plate and the movable bearing plate are both provided with fixed pulleys, and ropes are wound on the fixed pulleys between the fixed bearing plate and the movable bearing plate; one end of the rope is fixedly connected with the fixed bearing plate or the movable bearing plate, and the other end of the rope is fixedly connected with the fixed bearing plate or the movable bearing plate through the tensile displacement sensor; the fixed bearing plate is fixedly connected with the upper base protective cylinder through a connecting rod; the base protection cylinder is provided with an external thread cylinder, the external thread cylinder is in threaded fit with the movable bearing plate, a driving motor is installed in the base protection cylinder, and the output end of the driving motor is fixedly connected with the external thread cylinder; the output end of the stretching displacement sensor is electrically connected with the input end of the controller, and the output end of the controller is electrically connected with the input end of the driving motor. The method has the advantages of strong applicability, high automation degree, high accuracy of monitoring results, low investment cost and the like.

Description

一种采空塌陷区沉陷监测装置A kind of subsidence monitoring device for goaf subsidence area

技术领域technical field

本发明涉及矿区环境治理技术领域,更具体地说,它涉及一种采空塌陷区沉陷监测装置。The invention relates to the technical field of environmental treatment in mining areas, and more particularly, to a subsidence monitoring device in a goaf subsidence area.

背景技术Background technique

采空塌陷(mined out area breakdown)是指由于地下挖掘形成空间,造成上部岩土层在自重作用下失稳而引起的地面塌陷现象。随着煤炭需求量不断增加,煤炭资源开发规模扩大的影响下,采空塌陷问题越来越严重,煤炭资源开发为社会经济发展做出巨大贡献的同时,对矿区环境也造成了非常重大的影响乃至破坏,为此,对采空塌陷区沉陷监测进行研究非常有必要。Mined out area breakdown refers to the phenomenon of ground subsidence caused by the instability of the upper rock and soil layer under the action of its own weight due to the formation of space by underground excavation. As the demand for coal continues to increase and the scale of coal resource development expands, the problem of goaf subsidence is becoming more and more serious. While coal resource development has made great contributions to social and economic development, it also has a very significant impact on the mining environment. For this reason, it is very necessary to study the subsidence monitoring of the goaf subsidence area.

目前,采空塌陷区沉陷时,随着地表面至采空区底板之间深度位置的不同,其沉陷速度由上而下呈增加趋势。现检索到公告号为CN103528563B的中国专利,公开了一种利用沉陷监测系统进行采空塌陷区沉陷监测的方法,主要包括:常速沉陷层护筒、慢速沉陷层护筒和微速沉陷层护筒分别通过密封圈和滚珠与钢基座护筒层层相互嵌套,并通过环形凸起与所属层锚固;然后通过第一固定端和第一卷尺、第二固定端和第二卷尺、第三固定端和第三卷尺,借助地面滑轮和配重秤砣组合结构来读取各层的沉陷数值,实现对采空塌陷区的监测。本发明能实时、连续、毫米级地监测采空塌陷区的沉陷发展,对矿区环境治理提供有力支持。At present, when the gob subsidence area is subsidence, the subsidence speed increases from top to bottom with the difference in the depth position between the ground surface and the bottom plate of the gob area. The Chinese patent with the announcement number of CN103528563B is now retrieved, which discloses a method for monitoring the subsidence of a goaf subsidence area by using a subsidence monitoring system, which mainly includes: a normal-speed subsidence layer protection tube, a slow-speed subsidence layer protection tube and a micro-speed subsidence layer protection tube The cylinder is nested with the steel base casing layer by layer through the sealing ring and the ball respectively, and is anchored with the corresponding layer through the annular protrusion; then through the first fixed end and the first tape measure, the second fixed end and the second tape measure, the third The three fixed ends and the third tape measure are used to read the subsidence value of each layer with the help of the combined structure of the ground pulley and the counterweight scale to realize the monitoring of the goaf subsidence area. The invention can monitor the subsidence development of the goaf subsidence area in real time, continuously and at the millimeter level, and provide strong support for the environmental management of the mining area.

然而,上述的采空塌陷区沉陷监测技术存在以下缺陷:1、随着不同沉陷速度的沉陷层划分越详细,其卷尺的数量不断增加,卷尺安装操作复杂、相邻卷尺之间容易相互接触干扰;2、由于卷尺一端与地表面相对固定,另一端与对应的护筒固定连接,越是底层护筒对应的卷尺长度越长,在自身张力作用下,其检测误差越大;3、借助地面滑轮和配重秤砣组合结构读取沉陷数值,沉陷数值的准确性易受地表面振动、风力、杂物附着等外界环境因素影响;4、读取沉陷数值仅能测量各个沉陷层与地面之间的沉陷量,其功能单一;同时,整体检测过程投入的人力物力成本高,智能化程度低,难以推广应用。因此,如何进一步研究设计一种采空塌陷区沉陷监测装置是我们目前急需解决的问题。However, the above-mentioned subsidence monitoring technology in the goaf subsidence area has the following defects: 1. As the subsidence layers with different subsidence speeds are divided into more detail, the number of tapes increases continuously, the installation operation of the tapes is complicated, and the adjacent tapes are easy to contact and interfere with each other. 2. Since one end of the tape measure is relatively fixed to the ground surface, and the other end is fixedly connected to the corresponding protective tube, the longer the length of the tape measure corresponding to the bottom protective tube, the greater the detection error under the action of its own tension; 3. With the help of the ground The combined structure of the pulley and the counterweight can read the subsidence value, and the accuracy of the subsidence value is easily affected by external environmental factors such as ground surface vibration, wind force, and debris attachment; 4. Reading the subsidence value can only measure the difference between each subsidence layer and the ground. It has a single function; at the same time, the cost of manpower and material resources in the overall detection process is high, and the degree of intelligence is low, making it difficult to popularize and apply. Therefore, how to further study and design a subsidence monitoring device in the goaf subsidence area is an urgent problem that we need to solve at present.

发明内容SUMMARY OF THE INVENTION

为克服现有技术的缺陷,本发明的目的是提供一种采空塌陷区沉陷监测装置,具有适用性强、自动化程度高、监测结果准确度高、投入成本低等优点,方能够大范围推广应用。In order to overcome the defects of the prior art, the purpose of the present invention is to provide a subsidence monitoring device in a goaf subsidence area, which has the advantages of strong applicability, high degree of automation, high accuracy of monitoring results, and low input cost, so that it can be widely popularized. application.

本发明的上述技术目的是通过以下技术方案得以实现的:一种采空塌陷区沉陷监测装置,包括与地面相对固定的顶板以及由上而下依次套接的基座护筒,还包括控制器以及均位于基座护筒内的固定承载板和活动承载板;基座护筒顶端开口设置,底端封闭设置;固定承载板与活动承载板的相向面均设有至少一个定滑轮,固定承载板与活动承载板之间的定滑轮缠绕有形成至少两个位移段的绳索;绳索一端与固定承载板或活动承载板固定连接,另一端通过拉伸位移传感器与固定承载板或活动承载板固定连接;固定承载板与上层基座护筒的底面通过连接杆固定连接;基座护筒内设有至少两个外螺纹筒,外螺纹筒与活动承载板螺纹配合,基座护筒内安装有驱动电机,驱动电机的输出端与外螺纹筒底端固定连接;拉伸位移传感器的输出端与控制器的输入端电性连接,控制器的输出端与驱动电机的输入端电性连接。The above-mentioned technical purpose of the present invention is achieved through the following technical solutions: a subsidence monitoring device for a goaf subsidence area, comprising a top plate that is relatively fixed to the ground, a base shield sleeved sequentially from top to bottom, and a controller and a fixed bearing plate and a movable bearing plate both located in the base casing; the top of the base casing is open, and the bottom end is closed; at least one fixed pulley is arranged on the opposite surfaces of the fixed bearing plate and the movable bearing plate, and the fixed bearing The fixed pulley between the plate and the movable bearing plate is wound with a rope forming at least two displacement sections; one end of the rope is fixedly connected to the fixed bearing plate or the movable bearing plate, and the other end is fixed to the fixed bearing plate or the movable bearing plate through a tensile displacement sensor Connection; the fixed bearing plate is fixedly connected with the bottom surface of the upper base protective cylinder through a connecting rod; at least two external thread cylinders are arranged in the base protective cylinder, the external thread cylinders are threadedly matched with the movable bearing plate, and the base protective cylinder is installed with a The output end of the drive motor is fixedly connected with the bottom end of the external thread cylinder; the output end of the tensile displacement sensor is electrically connected with the input end of the controller, and the output end of the controller is electrically connected with the input end of the drive motor.

通过采用上述技术方案,将监测装置竖向安装在从地表面至采空区底板之间的空洞中,并通过混凝土或结构胶与沉陷层一一对应固定;当相邻沉陷层之间发生沉陷时,下层的基座护筒沿竖直向下与上层的基座护筒相对滑动,使得固定承载板与活动承载板发生同步背离运动,使得绳索在定滑轮之间的滑动,拉伸位移传感器测量绳索的移动量,将移动量与位移段设置的数量进行计算即可得到相邻沉陷层之间的沉陷数值,间隔的沉陷层之间的位移量可通过相邻沉陷层的沉陷数值直接叠加得到;一次沉陷数值监测完成后,控制器控制驱动电机启动,驱动电机带动外螺纹筒转动,使得活动承载板竖直向上移动恢复至初始状态,方便重复准确的测量沉陷层之间的位移量。By adopting the above technical solution, the monitoring device is installed vertically in the cavity from the ground surface to the bottom plate of the goaf, and is fixed one-to-one with the subsidence layer by concrete or structural glue; when subsidence occurs between adjacent subsidence layers When the base guard on the lower layer slides vertically downward relative to the base guard on the upper layer, the fixed bearing plate and the movable bearing plate move away from each other synchronously, so that the rope slides between the fixed pulleys and stretches the displacement sensor. Measure the movement amount of the rope, and calculate the movement amount and the number of displacement sections to obtain the subsidence value between adjacent subsidence layers. Obtained: After the first subsidence numerical monitoring is completed, the controller controls the drive motor to start, and the drive motor drives the external thread cylinder to rotate, so that the movable carrier plate moves vertically upwards and returns to the initial state, which is convenient for repeated and accurate measurement of the displacement between the subsidence layers.

本发明进一步设置为:所述位移段与基座护筒的轴线方向平行设置。In the present invention, the displacement section is further arranged in parallel with the axial direction of the base casing.

通过采用上述技术方案,将移动量除以位移段设置的数量即可直接得到相邻沉陷层之间的沉陷数值,不仅沉陷数值的计算操作简单,同时避免位移段倾斜设置而导致沉陷数值计算误差较大的问题。By adopting the above technical solution, the subsidence value between adjacent subsidence layers can be directly obtained by dividing the movement amount by the number of displacement sections, which is not only easy to calculate the subsidence value, but also avoids the calculation error of the subsidence value caused by the inclined setting of the displacement section. bigger problem.

本发明进一步设置为:所述驱动电机的关停响应于拉伸位移传感器的零值检测信号。The present invention further provides that: the shutdown of the drive motor is in response to the zero value detection signal of the tensile displacement sensor.

通过采用上述技术方案,当活动承载板竖直向上移动时,绳索在定滑轮上滑动,使得拉伸位移传感器逐渐恢复,当拉伸位移传感器检测值为零时驱动电机停止,即使得拉伸位移传感器可重复稳定的进行监测,同时每次又能对绳索、定滑轮、拉伸位移传感器组成的系统进行校准,提高了每次监测结果的准确性。By adopting the above technical solution, when the movable bearing plate moves vertically upward, the rope slides on the fixed pulley, so that the tensile displacement sensor gradually recovers, and when the detection value of the tensile displacement sensor is zero, the drive motor stops, that is, the tensile displacement The sensor can be monitored repeatedly and stably, and the system composed of rope, fixed pulley and tensile displacement sensor can be calibrated every time, which improves the accuracy of each monitoring result.

本发明进一步设置为:所述控制器的输出端设有报警器,控制器在输出控制转动角度达到预警转动角度后生成报警命令,报警器响应于报警命令后发出报警信号。The present invention is further provided that: the output end of the controller is provided with an alarm device, the controller generates an alarm command after the output control rotation angle reaches the early warning rotation angle, and the alarm device sends out an alarm signal in response to the alarm command.

通过采用上述技术方案,当控制器控制驱动电机驱使活动承载板达到一定的位移量时,即相邻沉陷层之间的沉陷数值达到危险边缘,通过报警器发出报警信号进行预警。By adopting the above technical scheme, when the controller controls the drive motor to drive the movable bearing plate to reach a certain displacement, that is, the subsidence value between adjacent subsidence layers reaches the dangerous edge, and an alarm signal is issued to give an early warning.

本发明进一步设置为:所述控制器的输入端设有角度传感器,角度传感器用于测量驱动电机的实际转动角度,控制器根据实际转动角度和输出控制转动角度对比结果生成预警命令,报警器响应于预警命令后发出预警信号。The present invention is further configured as follows: the input end of the controller is provided with an angle sensor, the angle sensor is used to measure the actual rotation angle of the driving motor, the controller generates an early warning command according to the comparison result between the actual rotation angle and the output control rotation angle, and the alarm responds The warning signal is issued after the warning command.

通过采用上述技术方案,若实际转动角度和输出控制转动角度对比结果为不一致,则表示拉伸位移传感器、绳索、定滑轮、活动承载板之间存在松动情况,方便工作人员接受到预警信号后作出应对措施,其使用的可靠性强。By adopting the above technical solution, if the comparison result between the actual rotation angle and the output control rotation angle is inconsistent, it means that there is looseness between the tensile displacement sensor, the rope, the fixed pulley, and the movable bearing plate, which is convenient for the staff to make decisions after receiving the warning signal. The countermeasures are reliable in use.

本发明进一步设置为:所述控制器的输出端设有可供远程控制的无线通信模块。The present invention further provides that: the output end of the controller is provided with a wireless communication module for remote control.

通过采用上述技术方案,无线通信模块可将沉陷数值以及报警器的输出信号传输至上位机,同时可接受上位机传输的控制命令,实现无人化远程监测,投入的人力物力成本低。By adopting the above technical solution, the wireless communication module can transmit the sinking value and the output signal of the alarm to the upper computer, and can accept the control commands transmitted by the upper computer, so as to realize unmanned remote monitoring, and the cost of manpower and material resources is low.

本发明进一步设置为:所述顶板表面设有显示屏,显示屏的输入端与控制器的输出端连接。The present invention is further provided as follows: the surface of the top plate is provided with a display screen, and the input end of the display screen is connected with the output end of the controller.

通过采用上述技术方案,显示屏可对沉陷数值以及报警器的输出信号进行实时显示,方便维护人员直观查看监测装置的运行状态。By adopting the above technical solution, the display screen can display the subsidence value and the output signal of the alarm device in real time, which is convenient for maintenance personnel to visually check the operation status of the monitoring device.

本发明进一步设置为:所述外螺纹筒顶端活动插接有插杆,插杆的另一端与上层基座护筒的外底面固定连接。The invention is further provided that: the top end of the external thread cylinder is movably inserted with an insertion rod, and the other end of the insertion rod is fixedly connected with the outer bottom surface of the upper-layer base protective cylinder.

通过采用上述技术方案,插杆与外螺纹筒活动插接,可限制相邻基座护筒之间相对圆周转动情况发生,增强了监测装置使用的稳定性。By adopting the above technical solution, the insertion rod and the external thread cylinder can be movably inserted, which can limit the relative circular rotation between the adjacent base casings and enhance the stability of the monitoring device in use.

本发明进一步设置为:所述基座护筒内壁设有气密层。The present invention is further provided that: the inner wall of the base casing is provided with an airtight layer.

通过采用上述技术方案,气密层可避免外界潮湿空气进入基座护筒内,使得了基座护筒内部器件在相对稳定的环境下运行,延长了监测装置的使用寿命。By adopting the above technical solution, the airtight layer can prevent the external moist air from entering the base casing, so that the internal components of the base casing can operate in a relatively stable environment, and the service life of the monitoring device is prolonged.

本发明进一步设置为:所述基座护筒外壁设有呈三角形的锚固圈。The present invention further provides that: the outer wall of the base protecting cylinder is provided with a triangular anchoring ring.

通过采用上述技术方案,在基座护筒与对应的沉陷层固定安装时,锚固圈可限制基座护筒相对于对应沉陷层相对滑动。By adopting the above technical solution, when the base protective tube is fixedly installed with the corresponding subsidence layer, the anchor ring can limit the relative sliding of the base protective tube relative to the corresponding subsidence layer.

与现有技术相比,本发明具有以下有益效果:Compared with the prior art, the present invention has the following beneficial effects:

1、本发明可随着沉陷层分层数量的增加灵活调整基座护筒的数量,且相邻基座护筒之间监测相互独立、互不影响,安装方便,内部器件运行稳定,监测结果稳定可靠;1. The present invention can flexibly adjust the number of base shields with the increase of the number of layers of the subsidence layer, and the monitoring between adjacent base shields is independent of each other and does not affect each other, easy installation, stable operation of internal devices, and monitoring results. Stable and reliable;

2、本发明之间相邻基座护筒之间监测相互独立、互补影响,以及通过多个位移段、定滑轮和拉伸位移传感器实现了对沉陷数值的自动监测,同时削弱了绳索自身张力对监测结果的影响,其监测误差小;2. In the present invention, the monitoring between the adjacent base casings is independent and complementary to each other, and the automatic monitoring of the subsidence value is realized through multiple displacement sections, fixed pulleys and tensile displacement sensors, and the tension of the rope itself is weakened at the same time. The influence on the monitoring results, the monitoring error is small;

3、本发明不仅能够直接得到相邻沉陷层之间的沉陷数值,还可得到间隔沉陷层之间的沉陷数值,实现了无人化远程监测,适用性强,投入成本低;3. The invention can not only directly obtain the subsidence value between adjacent subsidence layers, but also obtain the subsidence value between the spaced subsidence layers, realizes unmanned remote monitoring, has strong applicability and low input cost;

4、本发明通过对累积的沉陷数值进行统计,当得到预设值时自动发出报警信号,同时通过每次监测完成后均对监测装置内部器件进行复位与自动校准,整体的监测结果准确度高。4. The present invention counts the accumulated subsidence values, and automatically sends out an alarm signal when a preset value is obtained. At the same time, after each monitoring is completed, the internal components of the monitoring device are reset and automatically calibrated, so that the overall monitoring result is highly accurate. .

附图说明Description of drawings

为了更清楚地说明本发明实施例中的技术方案,下面将对实施例或现有技术描述中所需要使用的附图作简单地介绍,显而易见地,下面描述中的附图仅仅是本发明的一些实施例,对于本领域普通技术人员来讲,在不付出创造性劳动性的前提下,还可以根据这些附图获得其他的附图。In order to explain the technical solutions in the embodiments of the present invention more clearly, the following briefly introduces the accompanying drawings that need to be used in the description of the embodiments or the prior art. Obviously, the drawings in the following description are only for the present invention. In some embodiments, for those of ordinary skill in the art, other drawings can also be obtained according to these drawings without any creative effort.

图1是本发明实施例中的整体结构示意图;Fig. 1 is the overall structure schematic diagram in the embodiment of the present invention;

图2是本发明实施例中定滑轮的分布示意图;Fig. 2 is the distribution schematic diagram of fixed pulley in the embodiment of the present invention;

图3是本发明实施例中基座护筒的结构示意图;Fig. 3 is the structural schematic diagram of the base shield in the embodiment of the present invention;

图4是本发明实施例中的工作原理图。FIG. 4 is a working principle diagram in an embodiment of the present invention.

图中:101、气密层;102、基座护筒;103、驱动电机;104、外螺纹筒;105、插杆;106、连接杆;107、固定承载板;108、拉伸位移传感器;109、活动承载板;110、定滑轮;111、绳索;112、锚固圈;201、顶板;202、显示屏;203、密封柱;301、控制器;302、报警器;303、无线通信模块;304、角度传感器。In the figure: 101, airtight layer; 102, base cover; 103, drive motor; 104, external thread cylinder; 105, insert rod; 106, connecting rod; 107, fixed bearing plate; 108, tensile displacement sensor; 109, movable bearing plate; 110, fixed pulley; 111, rope; 112, anchor ring; 201, top plate; 202, display screen; 203, sealing column; 301, controller; 302, alarm; 303, wireless communication module; 304. An angle sensor.

具体实施方式Detailed ways

为了使本发明所要解决的技术问题、技术方案及有益效果更加清楚明白,以下结合附图1-4及实施例,对本发明进行进一步详细说明。In order to make the technical problems, technical solutions and beneficial effects to be solved by the present invention clearer, the present invention will be further described in detail below with reference to the accompanying drawings 1-4 and the embodiments.

需说明的是,当部件被称为“固定于”或“设置于”另一个部件,它可以直接在另一个部件上或者间接在该另一个部件上。当一个部件被称为是“连接于”另一个部件,它可以是直接或者间接连接至该另一个部件上。It should be noted that when a component is referred to as being "fixed to" or "disposed on" another component, it can be directly on the other component or indirectly on the other component. When an element is referred to as being "connected to" another element, it can be directly or indirectly connected to the other element.

需要理解的是,术语“长度”、“宽度”、“上”、“下”、“前”、“后”、“左”、“右”、“竖直”、“水平”、“顶”、“底”“内”、“外”等指示的方位或位置关系为基于附图所示的方位或位置关系,仅是为了便于描述本发明和简化描述,而不是指示或暗示所指的装置或元件必须具有特定的方位、以特定的方位构造和操作,因此不能理解为对本发明的限制。It is to be understood that the terms "length", "width", "upper", "lower", "front", "rear", "left", "right", "vertical", "horizontal", "top" , "bottom", "inside", "outside", etc. indicate the orientation or positional relationship based on the orientation or positional relationship shown in the accompanying drawings, which are only for the convenience of describing the present invention and simplifying the description, rather than indicating or implying the indicated device. Or elements must have a particular orientation, be constructed and operate in a particular orientation, and therefore should not be construed as limiting the invention.

此外,术语“第一”、“第二”仅用于描述目的,而不能理解为指示或暗示相对重要性或者隐含指明所指示的技术特征的数量。由此,限定有“第一”、“第二”的特征可以明示或者隐含地包括一个或者更多个该特征。在本发明的描述中,“多个”的含义是两个或两个以上,除非另有明确具体的限定。In addition, the terms "first" and "second" are only used for descriptive purposes, and should not be construed as indicating or implying relative importance or implying the number of indicated technical features. Thus, a feature defined as "first" or "second" may expressly or implicitly include one or more of that feature. In the description of the present invention, "plurality" means two or more, unless otherwise expressly and specifically defined.

实施例:一种采空塌陷区沉陷监测装置,如图1、图2、图4所示,包括与地面相对固定的顶板201、由上而下依次套接的多个基座护筒102以及控制器301,基座护筒102内设有固定承载板107和活动承载板109。基座护筒102顶端开口设置,底端封闭设置。固定承载板107与活动承载板109的相向面均设有至少一个定滑轮110,固定承载板107与活动承载板109之间的定滑轮110缠绕有形成至少两个位移段的绳索111。绳索111一端与固定承载板107或活动承载板109固定连接,另一端通过拉伸位移传感器108与固定承载板107或活动承载板109固定连接;固定承载板107与上层基座护筒102的底面通过连接杆106固定连接。基座护筒102内设有至少两个外螺纹筒104,外螺纹筒104与活动承载板109螺纹配合,基座护筒102内安装有驱动电机103,驱动电机103的输出端与外螺纹筒104底端固定连接。拉伸位移传感器108的输出端与控制器301的输入端电性连接,控制器301的输出端与驱动电机103的输入端电性连接。其中,顶层的基座护筒102活动插接有密封柱203,密封柱203另一端与顶板201固定连接。Example: a subsidence monitoring device in a goaf subsidence area, as shown in Figures 1, 2, and 4, includes a top plate 201 relatively fixed to the ground, a plurality of base casings 102 that are sequentially sleeved from top to bottom, and The controller 301 and the base casing 102 are provided with a fixed bearing plate 107 and a movable bearing plate 109 . The top end of the base protective tube 102 is open and the bottom end is closed. At least one fixed pulley 110 is provided on the facing surfaces of the fixed bearing plate 107 and the movable bearing plate 109 . The fixed pulley 110 between the fixed bearing plate 107 and the movable bearing plate 109 is wound with a rope 111 forming at least two displacement sections. One end of the rope 111 is fixedly connected to the fixed bearing plate 107 or the movable bearing plate 109, and the other end is fixedly connected to the fixed bearing plate 107 or the movable bearing plate 109 through the tensile displacement sensor 108; The connection is fixed by connecting rod 106 . The base casing 102 is provided with at least two external thread cylinders 104, the external thread cylinders 104 are threadedly matched with the movable bearing plate 109, a drive motor 103 is installed in the base casing 102, and the output end of the drive motor 103 is connected to the external thread cylinder. 104 Bottom fixed connection. The output end of the tensile displacement sensor 108 is electrically connected to the input end of the controller 301 , and the output end of the controller 301 is electrically connected to the input end of the driving motor 103 . Wherein, a sealing column 203 is movably inserted into the base cover 102 of the top layer, and the other end of the sealing column 203 is fixedly connected with the top plate 201 .

如图1与图4所示,将监测装置竖向安装在从地表面至采空区底板之间的空洞中,并通过混凝土或结构胶与沉陷层一一对应固定。当相邻沉陷层之间发生沉陷时,下层的基座护筒102沿竖直向下与上层的基座护筒102相对滑动,使得固定承载板107与活动承载板109发生同步背离运动,使得绳索111在定滑轮110之间的滑动,拉伸位移传感器108测量绳索111的移动量,将移动量与位移段设置的数量进行计算即可得到相邻沉陷层之间的沉陷数值,间隔的沉陷层之间的位移量可通过相邻沉陷层的沉陷数值直接叠加得到。一次沉陷数值监测完成后,控制器301控制驱动电机103启动,驱动电机103带动外螺纹筒104转动,使得活动承载板109竖直向上移动恢复至初始状态,方便重复准确的测量沉陷层之间的位移量。As shown in Figures 1 and 4, the monitoring device is installed vertically in the cavity from the ground surface to the bottom plate of the goaf, and is fixed in one-to-one correspondence with the subsidence layer through concrete or structural glue. When the subsidence occurs between adjacent subsidence layers, the base guard 102 of the lower layer slides vertically downward relative to the base guard 102 of the upper layer, so that the fixed bearing plate 107 and the movable bearing plate 109 move away from each other synchronously, so that When the rope 111 slides between the fixed pulleys 110, the tensile displacement sensor 108 measures the movement amount of the rope 111, and calculates the movement amount and the number of displacement sections to obtain the subsidence value between adjacent subsidence layers, and the subsidence of the interval The displacement between layers can be obtained by direct superposition of the subsidence values of adjacent subsidence layers. After the one-time subsidence value monitoring is completed, the controller 301 controls the drive motor 103 to start, and the drive motor 103 drives the external thread cylinder 104 to rotate, so that the movable bearing plate 109 moves vertically upwards and returns to the initial state, which is convenient for repeating and accurate measurement of the difference between the subsidence layers. displacement.

如图2所示,位移段与基座护筒102的轴线方向平行设置。将移动量除以位移段设置的数量即可直接得到相邻沉陷层之间的沉陷数值,不仅沉陷数值的计算操作简单,同时避免位移段倾斜设置而导致沉陷数值计算误差较大的问题。As shown in FIG. 2 , the displacement section is arranged in parallel with the axial direction of the base casing 102 . The subsidence value between adjacent subsidence layers can be directly obtained by dividing the movement amount by the number of displacement sections, which is not only easy to calculate the subsidence value, but also avoids the problem of large errors in the calculation of subsidence values caused by the inclined setting of the displacement section.

如图1与图4所示,驱动电机103的关停响应于拉伸位移传感器108的零值检测信号。当活动承载板109竖直向上移动时,绳索111在定滑轮110上滑动,使得拉伸位移传感器108逐渐恢复,当拉伸位移传感器108检测值为零时驱动电机103停止,即使得拉伸位移传感器108可重复稳定的进行监测,同时每次又能对绳索111、定滑轮110、拉伸位移传感器108组成的系统进行校准,提高了每次监测结果的准确性。As shown in FIGS. 1 and 4 , the shutdown of the drive motor 103 is in response to the zero-value detection signal of the tensile displacement sensor 108 . When the movable bearing plate 109 moves vertically upward, the rope 111 slides on the fixed pulley 110, so that the tensile displacement sensor 108 gradually recovers. When the detected value of the tensile displacement sensor 108 is zero, the driving motor 103 stops, that is, the tensile displacement is obtained. The sensor 108 can monitor repeatedly and stably, and at the same time can calibrate the system composed of the rope 111, the fixed pulley 110, and the tensile displacement sensor 108 each time, which improves the accuracy of each monitoring result.

如图4所示,控制器301的输出端设有报警器302,控制器301在输出控制转动角度达到预警转动角度后生成报警命令,报警器302响应于报警命令后发出报警信号。当控制器301控制驱动电机103驱使活动承载板109达到一定的位移量时,即相邻沉陷层之间的沉陷数值达到危险边缘,通过报警器302发出报警信号进行预警。As shown in FIG. 4 , the output end of the controller 301 is provided with an alarm device 302 , the controller 301 generates an alarm command after the output control rotation angle reaches the warning rotation angle, and the alarm device 302 sends out an alarm signal in response to the alarm command. When the controller 301 controls the drive motor 103 to drive the movable carrier plate 109 to reach a certain displacement, that is, the subsidence value between adjacent subsidence layers reaches the dangerous edge, the alarm 302 sends out an alarm signal for early warning.

如图4所示,控制器301的输入端设有角度传感器304,角度传感器304用于测量驱动电机103的实际转动角度,控制器301根据实际转动角度和输出控制转动角度对比结果生成预警命令,报警器302响应于预警命令后发出预警信号。若实际转动角度和输出控制转动角度对比结果为不一致,则表示拉伸位移传感器108、绳索111、定滑轮110、活动承载板109之间存在松动情况,方便工作人员接受到预警信号后作出应对措施,其使用的可靠性强。As shown in FIG. 4 , the input end of the controller 301 is provided with an angle sensor 304. The angle sensor 304 is used to measure the actual rotation angle of the drive motor 103. The controller 301 generates an early warning command according to the comparison result between the actual rotation angle and the output control rotation angle, The alarm 302 issues an early warning signal in response to the warning command. If the comparison result between the actual rotation angle and the output control rotation angle is inconsistent, it means that there is looseness between the tensile displacement sensor 108, the rope 111, the fixed pulley 110, and the movable bearing plate 109, which is convenient for the staff to take countermeasures after receiving the warning signal. , the reliability of its use is strong.

如图4所示,控制器301的输出端设有可供远程控制的无线通信模块303。无线通信模块303可将沉陷数值以及报警器302的输出信号传输至上位机,同时可接受上位机传输的控制命令,实现无人化远程监测,投入的人力物力成本低。As shown in FIG. 4 , the output end of the controller 301 is provided with a wireless communication module 303 for remote control. The wireless communication module 303 can transmit the sinking value and the output signal of the alarm device 302 to the upper computer, and can accept the control commands transmitted by the upper computer, so as to realize unmanned remote monitoring, and the cost of manpower and material resources is low.

如图1与图4所示,顶板201表面设有显示屏202,显示屏202的输入端与控制器301的输出端连接。显示屏202可对沉陷数值以及报警器302的输出信号进行实时显示,方便维护人员直观查看监测装置的运行状态。As shown in FIG. 1 and FIG. 4 , a display screen 202 is provided on the surface of the top plate 201 , and the input end of the display screen 202 is connected to the output end of the controller 301 . The display screen 202 can display the subsidence value and the output signal of the alarm device 302 in real time, which is convenient for maintenance personnel to visually check the running state of the monitoring device.

如图1所示,外螺纹筒104顶端活动插接有插杆105,插杆105的另一端与上层基座护筒102的外底面固定连接。插杆105与外螺纹筒104活动插接,可限制相邻基座护筒102之间相对圆周转动情况发生,增强了监测装置使用的稳定性。As shown in FIG. 1 , an insertion rod 105 is movably inserted into the top end of the external thread cylinder 104 , and the other end of the insertion rod 105 is fixedly connected to the outer bottom surface of the upper base protective cylinder 102 . The insertion rod 105 is movably inserted into the external thread cylinder 104, which can limit the relative circular rotation between the adjacent base casings 102, and enhance the stability of the monitoring device in use.

如图2所示,基座护筒102内壁设有气密层101。气密层101可避免外界潮湿空气进入基座护筒102内,使得了基座护筒102内部器件在相对稳定的环境下运行,延长了监测装置的使用寿命。As shown in FIG. 2 , an airtight layer 101 is provided on the inner wall of the base casing 102 . The airtight layer 101 can prevent external humid air from entering the base casing 102, so that the internal components of the base casing 102 can operate in a relatively stable environment and prolong the service life of the monitoring device.

如图1与图2所示,基座护筒102外壁设有呈三角形的锚固圈112。在基座护筒102与对应的沉陷层固定安装时,锚固圈112可限制基座护筒102相对于对应沉陷层相对滑动。As shown in FIG. 1 and FIG. 2 , the outer wall of the base casing 102 is provided with a triangular anchor ring 112 . When the base protector 102 is fixedly installed with the corresponding subsidence layer, the anchor ring 112 can limit the relative sliding of the base protector 102 relative to the corresponding subsidence layer.

工作过程:将监测装置竖向安装在从地表面至采空区底板之间的空洞中,并通过混凝土或结构胶与沉陷层一一对应固定;当相邻沉陷层之间发生沉陷时,下层的基座护筒102沿竖直向下与上层的基座护筒102相对滑动,使得固定承载板107与活动承载板109发生同步背离运动,使得绳索111在定滑轮110之间的滑动,拉伸位移传感器108测量绳索111的移动量,将移动量与位移段设置的数量进行计算即可得到相邻沉陷层之间的沉陷数值,间隔的沉陷层之间的位移量可通过相邻沉陷层的沉陷数值直接叠加得到;一次沉陷数值监测完成后,控制器301控制驱动电机103启动,驱动电机103带动外螺纹筒104转动,使得活动承载板109竖直向上移动恢复至初始状态,方便重复准确的测量沉陷层之间的位移量。Working process: The monitoring device is installed vertically in the cavity from the ground surface to the bottom plate of the goaf, and is fixed one-to-one with the subsidence layer by concrete or structural glue; when subsidence occurs between adjacent subsidence layers, the lower layer The base cover 102 of the upper layer slides vertically downward relative to the base cover 102 of the upper layer, so that the fixed bearing plate 107 and the movable bearing plate 109 move away from each other synchronously, so that the sliding of the rope 111 between the fixed pulleys 110 and the pulling The displacement sensor 108 measures the movement amount of the rope 111, and calculates the movement amount and the number of displacement sections to obtain the subsidence value between adjacent subsidence layers. The subsidence value of 1 is directly superimposed; after the first subsidence value monitoring is completed, the controller 301 controls the drive motor 103 to start, and the drive motor 103 drives the external thread cylinder 104 to rotate, so that the movable bearing plate 109 moves vertically upwards and returns to the initial state, which is convenient for repeating and accurate The displacement between the subsidence layers is measured.

本具体实施例仅仅是对本发明的解释,其并不是对本发明的限制,本领域技术人员在阅读完本说明书后可以根据需要对本实施例做出没有创造性贡献的修改,但只要在本发明的权利要求范围内都受到专利法的保护。This specific embodiment is only an explanation of the present invention, and it does not limit the present invention. Those skilled in the art can make modifications without creative contribution to the present embodiment as needed after reading this specification, but as long as the rights of the present invention are used All claims are protected by patent law.

Claims (10)

1. A mining subsidence area settlement monitoring device comprises a top plate (201) fixed relative to the ground, a base pile casing (102) sleeved from top to bottom in sequence, and is characterized by further comprising a controller (301), and a fixed bearing plate (107) and a movable bearing plate (109) which are both positioned in the base pile casing (102); the top end of the base protection cylinder (102) is provided with an opening, and the bottom end is closed; the opposite surfaces of the fixed bearing plate (107) and the movable bearing plate (109) are respectively provided with at least one fixed pulley (110), and a rope (111) forming at least two displacement sections is wound on the fixed pulley (110) between the fixed bearing plate (107) and the movable bearing plate (109); one end of the rope (111) is fixedly connected with the fixed bearing plate (107) or the movable bearing plate (109), and the other end of the rope is fixedly connected with the fixed bearing plate (107) or the movable bearing plate (109) through the tensile displacement sensor (108); the fixed bearing plate (107) is fixedly connected with the bottom surface of the upper base protective cylinder (102) through a connecting rod (106); at least two external thread cylinders (104) are arranged in the base casing (102), the external thread cylinders (104) are in threaded fit with the movable bearing plate (109), a driving motor (103) is arranged in the base casing (102), and the output end of the driving motor (103) is fixedly connected with the bottom ends of the external thread cylinders (104); the output end of the stretching displacement sensor (108) is electrically connected with the input end of the controller (301), and the output end of the controller (301) is electrically connected with the input end of the driving motor (103).
2. A mining subsidence area subsidence monitoring device as claimed in claim 1, wherein the displacement section is arranged parallel to the axial direction of the base casing (102).
3. A mining subsidence area subsidence monitoring device as claimed in claim 1, wherein the shutdown of the driving motor (103) is in response to a zero detection signal of the tension displacement sensor (108).
4. The mining subsidence area subsidence monitoring device of claim 3, wherein an alarm (302) is arranged at an output end of the controller (301), the controller (301) generates an alarm command after outputting a control rotation angle reaching an early-warning rotation angle, and the alarm (302) sends out an alarm signal after responding to the alarm command.
5. The mining subsidence area subsidence monitoring device of claim 4, wherein an angle sensor (304) is arranged at an input end of the controller (301), the angle sensor (304) is used for measuring an actual rotation angle of the driving motor (103), the controller (301) generates an early warning command according to a comparison result of the actual rotation angle and an output control rotation angle, and the alarm (302) sends out an early warning signal after responding to the early warning command.
6. The mining subsidence area subsidence monitoring device of claim 1, wherein the output end of the controller (301) is provided with a wireless communication module (303) for remote control.
7. The mining subsidence area subsidence monitoring device of claim 1, wherein a display screen (202) is arranged on the surface of the top plate (201), and the input end of the display screen (202) is connected with the output end of the controller (301).
8. The mining subsidence area subsidence monitoring device of claim 1, wherein an insert rod (105) is movably inserted at the top end of the external thread cylinder (104), and the other end of the insert rod (105) is fixedly connected with the outer bottom surface of the upper base protective cylinder (102).
9. The mining subsidence area subsidence monitoring device of claim 1, wherein the inner wall of the base casing (102) is provided with an airtight layer (101).
10. A mining subsidence area subsidence monitoring device as claimed in claim 1, wherein the outer wall of the base casing (102) is provided with a triangular anchoring ring (112).
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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN115682888A (en) * 2022-10-30 2023-02-03 山东省地质矿产勘查开发局第七地质大队(山东省第七地质矿产勘查院) Karst monitoring devices that sinks

Citations (13)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20030079504A (en) * 2002-04-04 2003-10-10 코오롱건설주식회사 Device and method for measuring ground subsidence
KR20090076567A (en) * 2008-01-09 2009-07-13 최종철 Soft ground settlement measuring device and settlement method according to it
CN201903345U (en) * 2010-11-18 2011-07-20 中交第一公路勘察设计研究院有限公司 Assembled automatic monitoring system for roadbed layered settlement
JP2013057614A (en) * 2011-09-09 2013-03-28 Shimizu Corp Stratified ground displacement meter
CN103528563A (en) * 2013-10-22 2014-01-22 安徽理工大学 Goaf subsidence region sinkage monitoring system and method
CN103542835A (en) * 2013-10-22 2014-01-29 国家电网公司 Foundation settlement monitoring system
CN104452726A (en) * 2014-12-04 2015-03-25 浙江广川工程咨询有限公司 Deep water region soil mass layered settlement monitoring device and method
CN105350509A (en) * 2015-10-10 2016-02-24 机械工业勘察设计研究院有限公司 Filing layered sedimentation monitoring device and method
CN105783854A (en) * 2016-03-07 2016-07-20 辽宁工程技术大学 Overlaying strata movement and deformation monitoring system after coal mine goaf filling
CN106908033A (en) * 2017-04-11 2017-06-30 山东科技大学 A kind of goaf top plate multi-point displacement synchronous measuring apparatus and its measuring method
CN108590766A (en) * 2018-04-20 2018-09-28 程刚 A kind of depression of coal mine gob overlying warp damage rock stratum monitors system
CN109115174A (en) * 2018-10-25 2019-01-01 河南城建学院 A kind of subsidence monitoring system
CN210341868U (en) * 2019-06-25 2020-04-17 机械工业勘察设计研究院有限公司 In-situ soil body layered settlement monitoring device

Patent Citations (13)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20030079504A (en) * 2002-04-04 2003-10-10 코오롱건설주식회사 Device and method for measuring ground subsidence
KR20090076567A (en) * 2008-01-09 2009-07-13 최종철 Soft ground settlement measuring device and settlement method according to it
CN201903345U (en) * 2010-11-18 2011-07-20 中交第一公路勘察设计研究院有限公司 Assembled automatic monitoring system for roadbed layered settlement
JP2013057614A (en) * 2011-09-09 2013-03-28 Shimizu Corp Stratified ground displacement meter
CN103528563A (en) * 2013-10-22 2014-01-22 安徽理工大学 Goaf subsidence region sinkage monitoring system and method
CN103542835A (en) * 2013-10-22 2014-01-29 国家电网公司 Foundation settlement monitoring system
CN104452726A (en) * 2014-12-04 2015-03-25 浙江广川工程咨询有限公司 Deep water region soil mass layered settlement monitoring device and method
CN105350509A (en) * 2015-10-10 2016-02-24 机械工业勘察设计研究院有限公司 Filing layered sedimentation monitoring device and method
CN105783854A (en) * 2016-03-07 2016-07-20 辽宁工程技术大学 Overlaying strata movement and deformation monitoring system after coal mine goaf filling
CN106908033A (en) * 2017-04-11 2017-06-30 山东科技大学 A kind of goaf top plate multi-point displacement synchronous measuring apparatus and its measuring method
CN108590766A (en) * 2018-04-20 2018-09-28 程刚 A kind of depression of coal mine gob overlying warp damage rock stratum monitors system
CN109115174A (en) * 2018-10-25 2019-01-01 河南城建学院 A kind of subsidence monitoring system
CN210341868U (en) * 2019-06-25 2020-04-17 机械工业勘察设计研究院有限公司 In-situ soil body layered settlement monitoring device

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN115682888A (en) * 2022-10-30 2023-02-03 山东省地质矿产勘查开发局第七地质大队(山东省第七地质矿产勘查院) Karst monitoring devices that sinks
CN115682888B (en) * 2022-10-30 2023-05-23 山东省地质矿产勘查开发局第七地质大队(山东省第七地质矿产勘查院) Karst monitoring devices that sinks

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