CN103033304B - Steel spring and tension sensor based dangerous rock collapse detection device and steel spring and tension sensor based dangerous rock collapse detection method - Google Patents
Steel spring and tension sensor based dangerous rock collapse detection device and steel spring and tension sensor based dangerous rock collapse detection method Download PDFInfo
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Abstract
Description
技术领域 technical field
本发明涉及一种检测装置与方法,尤其是一种基于钢弹簧和拉力传感器检测危岩体崩塌的装置与方法。 The invention relates to a detection device and method, in particular to a device and method for detecting dangerous rock mass collapse based on a steel spring and a tension sensor.
背景技术 Background technique
危岩体的安全监测研究由来已久,其监测方法也有多种方法,传统的方法采用直观的千分尺观察法,就是直接用 千分尺直接测量危岩体的裂缝宽度变化,之中测量方法直观简单,但是存在精度差以及不能记录等问题。 The safety monitoring research of dangerous rock mass has a long history, and there are many monitoring methods. The traditional method adopts the intuitive micrometer observation method, which is to directly measure the crack width change of dangerous rock mass with a micrometer. The measurement method is intuitive and simple. However, there are problems such as poor precision and inability to record.
随着科学技术的进一步发展,GPS,INSAR三维激光扫描仪等也被引入到危岩体的安全检测中,虽然数据的采集方便,但是精度仍然不能很好满足监测要求,且成本昂贵,在实际的工程运用中,对于危岩体的崩塌尚不能起到很好的监测预测的效用。 With the further development of science and technology, GPS and INSAR three-dimensional laser scanners have also been introduced into the safety detection of dangerous rock masses. Although the data collection is convenient, the accuracy still cannot meet the monitoring requirements, and the cost is expensive. In engineering applications, it is still not effective in monitoring and predicting the collapse of dangerous rock mass.
发明内容 Contents of the invention
本发明的目的是为克服上述现有技术的不足,提供一种基于钢弹簧和拉力传感器检测危岩体崩塌的装置与方法,其利用危岩体的力学参数变化监测其崩塌趋势,实现并建立了数据的无线传感器网络,具有高精度、防破坏、抗干扰能力强,测量方便等诸多优点。 The purpose of the present invention is to overcome the deficiencies of the prior art above, to provide a device and method for detecting the collapse of dangerous rock mass based on steel springs and tension sensors, which utilizes the change of mechanical parameters of dangerous rock mass to monitor its collapse tendency, realizes and establishes The wireless sensor network that collects data has many advantages such as high precision, anti-destruction, strong anti-interference ability, and convenient measurement.
为实现上述目的,本发明采用下述技术方案: To achieve the above object, the present invention adopts the following technical solutions:
一种基于钢弹簧和拉力传感器检测危岩体崩塌的装置,包括若干个拉力传感器,每个拉力传感器的两端分别与两个钢弹簧的一端固定安装,每个钢弹簧的另一端均与一个基座固定连接,基座固定在危岩体裂缝一侧的掏槽内;所述每个拉力传感器上均设有无线模块,无线模块通过无线信号与接收主机相连,接收主机与接收终端相连。 A device for detecting dangerous rock mass collapse based on steel springs and tension sensors, including several tension sensors, the two ends of each tension sensor are fixedly installed with one end of two steel springs, and the other end of each steel spring is connected with a The base is fixedly connected, and the base is fixed in the cutout on one side of the crack in the dangerous rock mass; each tension sensor is provided with a wireless module, and the wireless module is connected to the receiving host through wireless signals, and the receiving host is connected to the receiving terminal.
所述基座为T型。 The base is T-shaped.
所述掏槽为与基座相配合的T型。 The cutout is T-shaped matched with the base.
所述接收主机与接收终端通过有线或无线方式连接。 The receiving host is connected to the receiving terminal in a wired or wireless manner.
一种基于钢弹簧和拉力传感器检测危岩体崩塌的装置的检测方法,步骤如下: A detection method based on a steel spring and a tension sensor to detect the collapse of a dangerous rock mass, the steps are as follows:
1)在危岩体裂缝上,选取若干待测点,在危岩体裂缝两侧,固定安设基座,通过钢弹簧连接外设有无线模块的高精度的拉力传感器,从而当危岩体崩塌发生前,裂缝继续发育导致裂缝间拉力增大,拉力传感器会将这种变化通过无线通讯的方式传出; 1) On the cracks of the dangerous rock mass, select several points to be measured, and fix the base on both sides of the cracks of the dangerous rock mass, and connect the high-precision tension sensor with a wireless module outside through the steel spring, so that when the dangerous rock mass Before the collapse occurs, the cracks continue to develop and cause the tension between the cracks to increase, and the tension sensor will transmit this change through wireless communication;
2)各个监测点的拉力传感器采集的数据,通过无线信号发送至接收主机并处理,实现对监测点的实时监测,从而组成无线监测网络; 2) The data collected by the tension sensors at each monitoring point are sent to the receiving host through wireless signals and processed to realize real-time monitoring of the monitoring points, thereby forming a wireless monitoring network;
3)接收主机把接收到的各监测点变化数据,通过无线或者有线通讯的方式传输至接收终端,进一步处理分析,实现对数据的图形化,给出裂缝间拉力变化曲线,从而实现对危岩体崩塌的监测,提供准确的力学性质参数判断依据。 3) The receiving host transmits the received change data of each monitoring point to the receiving terminal through wireless or wired communication, further processing and analysis, realizing the graphic of the data, and giving the tension change curve between cracks, so as to realize the analysis of dangerous rocks. The monitoring of body collapse provides accurate basis for judging mechanical property parameters.
本发明的高精度拉力传感器的两端各固定安装一钢弹簧,钢弹簧的另一端固定在危岩体裂缝一侧,当裂缝继续发育时,裂缝间拉力会增大,拉力传感器采集的数据并通过外设的无线模块,通过无线通讯的方式,向接收主机发送数据;接受主机接受并完成模拟量信号的数字转化,进一步无线发送至接受终端,然后借助特定的软件,给出裂缝之间拉力的大小变化曲线;通关相关的判断准则, 从而预测危岩体崩塌的趋势,实现高效监测危岩体崩塌的目的。 The two ends of the high-precision tension sensor of the present invention are respectively fixed with a steel spring, and the other end of the steel spring is fixed on one side of the crack in the dangerous rock mass. When the crack continues to develop, the tension between the cracks will increase, and the data collected by the tension sensor will be Through the wireless module of the peripheral, send data to the receiving host through wireless communication; the receiving host accepts and completes the digital conversion of the analog signal, and further sends it wirelessly to the receiving terminal, and then uses specific software to give the tension between the cracks The size change curve of the scale; pass the relevant judgment criteria, so as to predict the trend of the collapse of dangerous rock mass, and realize the purpose of efficient monitoring of the collapse of dangerous rock mass.
基座通过掏槽的方式嵌套固定于危岩体裂缝两侧。钢弹簧的长度和具体力学参数,可根据实际监测裂缝地质状况自定义调整(而且这种自定义调整是本领域技术人员都掌握的公知技术)。拉力传感器的量程和精度由具体的危岩体地质状况而定(拉力传感器的量程和精度是本领域技术人员公知的技术)。钢弹簧和拉力传感器做工工艺坚固耐用,满足防破坏,防水等野外环境要求,能持续工作两个星期甚至更长时间。接收主机固定安置于较安全的固定位置点,能在野外通常的恶劣环境中持续工作两个星期甚至更长时间。整个系统的数据可以完全实现数据的无线化传送,为了保证数据的稳定性和满足传输距离的要求,接收主机和接收终端之间可以采用有线通讯的方式。 The base is nested and fixed on both sides of the cracks in the dangerous rock mass by means of cutting. The length and specific mechanical parameters of the steel spring can be customized and adjusted according to the actual geological conditions of the monitored cracks (and this customized adjustment is a well-known technology mastered by those skilled in the art). The range and precision of the tension sensor are determined by the specific geological conditions of the dangerous rock mass (the range and precision of the tension sensor are technologies well known to those skilled in the art). The workmanship of the steel spring and the tension sensor is strong and durable, meeting the requirements of the field environment such as anti-vandalism and waterproof, and can work continuously for two weeks or even longer. The receiving host is fixed at a safer fixed location, and can work continuously for two weeks or even longer in the harsh environment in the wild. The data of the whole system can completely realize the wireless transmission of data. In order to ensure the stability of data and meet the requirements of transmission distance, wired communication can be used between the receiving host and the receiving terminal.
本发明利用危岩体裂缝间力学参数的变化能准确反映危岩体崩塌这一特性,采用高精度拉力传感器和钢弹簧组合方式,通过建立无线传感器网络,成功并高效的实现对危岩体崩塌的监测,具有高精度、防破坏、抗干扰能力强,测量方便等诸多优点。 The present invention uses the change of mechanical parameters between the cracks of the dangerous rock mass to accurately reflect the characteristic of the collapse of the dangerous rock mass, adopts a high-precision tension sensor and a steel spring combination method, and establishes a wireless sensor network to successfully and efficiently realize the detection of the collapse of the dangerous rock mass It has many advantages such as high precision, anti-sabotage, strong anti-interference ability, and convenient measurement.
附图说明 Description of drawings
图1是本发明钢弹簧和拉力传感器的安装示意图; Fig. 1 is the installation schematic diagram of steel spring of the present invention and tension sensor;
图2 本发明无线传感器网络示意图; Fig. 2 schematic diagram of wireless sensor network of the present invention;
其中,1为拉力传感器;2为钢弹簧;3为基座;4为掏槽,5. 危岩体裂缝,6.危岩体 Among them, 1 is a tension sensor; 2 is a steel spring; 3 is a base; 4 is a groove, 5. Cracks in dangerous rock mass, 6. Dangerous rock mass
具体实施方式 Detailed ways
下面结合附图和实施例对本发明进一步说明。 The present invention will be further described below in conjunction with the accompanying drawings and embodiments.
如图1、2所示,基于钢弹簧和拉力传感器检测危岩体崩塌的装置,包括若干个拉力传感器1,每个拉力传感器1的两端分别与两个钢弹簧2的一端固定安装,每个钢弹簧2的另一端均与一个T型基座3固定连接,基座3固定在危岩体裂缝一侧的与基座3相配合的T型掏槽4内;所述每个拉力传感器1上均设有无线模块,无线模块通过无线信号与接收主机相连,接收主机与接收终端通过有线或无线方式相连。 As shown in Figures 1 and 2, the device for detecting dangerous rock mass collapse based on steel springs and tension sensors includes several tension sensors 1, and the two ends of each tension sensor 1 are fixedly installed with two steel springs 2 respectively. The other ends of each steel spring 2 are all fixedly connected with a T-shaped base 3, and the base 3 is fixed in the T-shaped cutout 4 matched with the base 3 on one side of the dangerous rock mass crack; each tension sensor 1 is equipped with a wireless module, the wireless module is connected to the receiving host through wireless signals, and the receiving host is connected to the receiving terminal through wired or wireless means.
基于钢弹簧和拉力传感器检测危岩体崩塌的装置的检测方法,步骤如下: The detection method of the device for detecting the collapse of dangerous rock masses based on steel springs and tension sensors, the steps are as follows:
1)在危岩体裂缝5上,选取若干待测点,在危岩体裂缝两侧的危岩体6上,固定安设基座3,通过钢弹簧2连接外设有无线模块的高精度的拉力传感器1,从而当危岩体6崩塌发生前,裂缝继续发育导致裂缝间拉力增大,拉力传感器1会将这种变化通过无线通讯的方式传出; 1) On the crack 5 of the dangerous rock mass, select a number of points to be measured, on the dangerous rock mass 6 on both sides of the crack of the dangerous rock mass, fix the base 3, and connect the high-precision sensor with a wireless module through the steel spring 2. tension sensor 1, so that before the collapse of the dangerous rock mass 6, the cracks continue to develop and cause the tension between the cracks to increase, and the tension sensor 1 will transmit this change through wireless communication;
2)各个监测点的拉力传感器1采集的数据,通过无线信号发送至接收主机并处理,实现对监测点的实时监测,从而组成无线监测网络; 2) The data collected by the tension sensor 1 of each monitoring point is sent to the receiving host through wireless signals and processed to realize real-time monitoring of the monitoring points, thus forming a wireless monitoring network;
3)接收主机把接收到的各监测点变化数据,通过无线或者有线通讯的方式传输至接收终端,进一步处理分析,实现对数据的图形化,给出裂缝间拉力变化曲线,从而实现对危岩体崩塌的监测,提供准确的力学性质参数判断依据。 3) The receiving host transmits the received change data of each monitoring point to the receiving terminal through wireless or wired communication, further processing and analysis, realizing the graphic of the data, and giving the tension change curve between cracks, so as to realize the analysis of dangerous rocks. The monitoring of body collapse provides accurate basis for judging mechanical property parameters.
上述虽然结合附图对本发明的具体实施方式进行了描述,但并非对本发明保护范围的限制,所属领域技术人员应该明白,在本发明的技术方案的基础上,本领域技术人员不需要付出创造性劳动即可做出的各种修改或变形仍在本发明的保护范围以内。 Although the specific implementation of the present invention has been described above in conjunction with the accompanying drawings, it does not limit the protection scope of the present invention. Those skilled in the art should understand that on the basis of the technical solution of the present invention, those skilled in the art do not need to pay creative work Various modifications or variations that can be made are still within the protection scope of the present invention.
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Citations (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2135779Y (en) * | 1992-09-26 | 1993-06-09 | 凌玉东 | Multi-function civil-engineering tester |
| JP2511841B2 (en) * | 1993-08-06 | 1996-07-03 | アクチボラゲット エス ケイ エフ | Roller bearing with load measurement |
| JP2001208622A (en) * | 2000-01-28 | 2001-08-03 | Natl Inst Of Advanced Industrial Science & Technology Meti | Displacement measuring device |
| CN2638170Y (en) * | 2004-03-11 | 2004-09-01 | 石油大学(华东)石油仪器仪表研究所 | Intelligent multifunction geological structure physical simulation experiment device |
| CN201166708Y (en) * | 2008-02-29 | 2008-12-17 | 成都航发液压工程有限公司 | Disaster Automatic Monitoring System for Slope Protection |
| CN101359420A (en) * | 2008-09-26 | 2009-02-04 | 大连海事大学 | An alarm system for monitoring tunnel rock collapse |
| CN201359541Y (en) * | 2009-03-06 | 2009-12-09 | 长江水利委员会长江科学院 | Full-automation rock expansion force tester |
| CN101806645A (en) * | 2010-03-12 | 2010-08-18 | 无锡市华威控制技术科技有限公司 | Self electricity generation wireless pulling force sensor |
| CN101858992A (en) * | 2010-06-10 | 2010-10-13 | 浙江工业大学 | Debris flow and landslide detection device based on omnidirectional tilt sensor and omnidirectional vision sensor |
| CN101949802A (en) * | 2010-09-16 | 2011-01-19 | 重庆大学 | Mesoscopic shearing test unit for gas containing coal rock |
| CN102809453A (en) * | 2012-08-02 | 2012-12-05 | 莫也兰 | Sensing/detecting device capable of reflecting internal force change and internal displacement of rock-soil |
| CN202974536U (en) * | 2012-12-19 | 2013-06-05 | 山东大学 | Device for detecting collapse of dangerous rock body based on steel springs and tension sensors |
-
2012
- 2012-12-19 CN CN201210551607.XA patent/CN103033304B/en not_active Expired - Fee Related
Patent Citations (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2135779Y (en) * | 1992-09-26 | 1993-06-09 | 凌玉东 | Multi-function civil-engineering tester |
| JP2511841B2 (en) * | 1993-08-06 | 1996-07-03 | アクチボラゲット エス ケイ エフ | Roller bearing with load measurement |
| JP2001208622A (en) * | 2000-01-28 | 2001-08-03 | Natl Inst Of Advanced Industrial Science & Technology Meti | Displacement measuring device |
| CN2638170Y (en) * | 2004-03-11 | 2004-09-01 | 石油大学(华东)石油仪器仪表研究所 | Intelligent multifunction geological structure physical simulation experiment device |
| CN201166708Y (en) * | 2008-02-29 | 2008-12-17 | 成都航发液压工程有限公司 | Disaster Automatic Monitoring System for Slope Protection |
| CN101359420A (en) * | 2008-09-26 | 2009-02-04 | 大连海事大学 | An alarm system for monitoring tunnel rock collapse |
| CN201359541Y (en) * | 2009-03-06 | 2009-12-09 | 长江水利委员会长江科学院 | Full-automation rock expansion force tester |
| CN101806645A (en) * | 2010-03-12 | 2010-08-18 | 无锡市华威控制技术科技有限公司 | Self electricity generation wireless pulling force sensor |
| CN101858992A (en) * | 2010-06-10 | 2010-10-13 | 浙江工业大学 | Debris flow and landslide detection device based on omnidirectional tilt sensor and omnidirectional vision sensor |
| CN101949802A (en) * | 2010-09-16 | 2011-01-19 | 重庆大学 | Mesoscopic shearing test unit for gas containing coal rock |
| CN102809453A (en) * | 2012-08-02 | 2012-12-05 | 莫也兰 | Sensing/detecting device capable of reflecting internal force change and internal displacement of rock-soil |
| CN202974536U (en) * | 2012-12-19 | 2013-06-05 | 山东大学 | Device for detecting collapse of dangerous rock body based on steel springs and tension sensors |
Non-Patent Citations (1)
| Title |
|---|
| 邓荣贵,徐进,付小敏,李荣强.一种位移传感器及其在工程岩体力学研究中的应用.《成都理工学院学报》.1994,第21卷(第02期),65-70. * |
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