CN203550930U - Slope deep displacement measuring device - Google Patents
Slope deep displacement measuring device Download PDFInfo
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- CN203550930U CN203550930U CN201320676532.8U CN201320676532U CN203550930U CN 203550930 U CN203550930 U CN 203550930U CN 201320676532 U CN201320676532 U CN 201320676532U CN 203550930 U CN203550930 U CN 203550930U
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Abstract
本实用新型一种边坡深部位移测量装置,包括固定装置、带有保护套的钢丝、导向滑轮、基座标杆、箱体、滑动传感器、传感器感应杆、固定卡、滑动支座、自动伸缩轨道、调平支架、固定支架、牵引砝码和无线传输装置。本实用新型由于采用了边坡岩体和牵引砝码双向牵引滑动装置,孔内无须注浆和安装护管,基座标杆安装在洞口稳定基岩上,可以实现边坡深部绝对位移和相对位移的测量,测量量程大,精度高,安装方便,成本低,可以回收利用,能够适应各种地质条件,并通过无线传输装置将边坡深部各个测点位移数据实时传输到边坡监测处理中心。
The utility model relates to a deep displacement measuring device for a slope, comprising a fixing device, a steel wire with a protective cover, a guide pulley, a base pole, a box body, a sliding sensor, a sensor sensing rod, a fixed card, a sliding support, and an automatic telescopic track , leveling bracket, fixing bracket, traction weight and wireless transmission device. Because the utility model adopts the two-way traction sliding device of the slope rock mass and the traction weight, there is no need for grouting and installation of protective pipes in the hole, and the base pole is installed on the stable bedrock at the entrance of the cave, so that the absolute displacement and relative displacement of the deep part of the slope can be realized. Measurement, large measurement range, high precision, easy installation, low cost, recyclable, adaptable to various geological conditions, and real-time transmission of the displacement data of each measuring point in the deep slope to the slope monitoring and processing center through a wireless transmission device.
Description
技术领域 technical field
本发明涉及一种位移测量方法和装置,特别涉及一种测量滑坡和高边坡等地质体深部位移测量方法和装置。 The invention relates to a method and device for measuring displacement, in particular to a method and device for measuring deep displacement of geological bodies such as landslides and high slopes. the
背景技术 Background technique
深部位移监测技术是近些年兴起的边坡监测的一个分支,与传统监测方法相比,具有深入坡体内部、提前探测坡体变化、数据采集及时、信息捕捉直接和测量精度较高的特点,在坡体变形研究中,深部位移监测技术主要采用钻孔测斜仪和多点位移计进行。钻孔测斜仪工作原理是量测仪器轴线与铅垂线之间的夹角变化量,进而计算出岩土体不同高程处的水平位移。这种方法需要在岩土体内埋设垂直并有4个导槽的测斜管,对于高边坡4个点测量密度小,精度欠缺,仪器不能够回收利用,增多测点成本较高。多点位移计利用在岩土中钻孔之后,在孔内不同深度埋设固定锚头,与锚头连接的测杆(测杆外用护管与灌浆水泥沙浆隔开)上安装位移读数装置,这两种方法对于检测高边坡较大的水平位移,常常由于测斜管和护管被压坏而失去作用,并且由于钻孔中需要注浆,安装费时费力,成本较高。 Deep displacement monitoring technology is a branch of slope monitoring that has emerged in recent years. Compared with traditional monitoring methods, it has the characteristics of going deep into the slope, detecting slope changes in advance, timely data collection, direct information capture and high measurement accuracy. , in the study of slope deformation, the deep displacement monitoring technology mainly adopts borehole inclinometer and multi-point displacement meter. The working principle of the borehole inclinometer is to measure the angle change between the axis of the instrument and the plumb line, and then calculate the horizontal displacement at different elevations of the rock and soil mass. This method needs to bury a vertical inclinometer pipe with four guide grooves in the rock and soil body. For high slopes, the measurement density of four points is low, the accuracy is lacking, the instrument cannot be recycled, and the cost of adding measuring points is high. The multi-point displacement meter is used to bury and fix the anchor head at different depths in the hole after drilling the hole in the rock and soil, and install the displacement reading device on the measuring rod connected to the anchor head (the outer protective tube of the measuring rod is separated from the grouting cement mortar). The two methods are often ineffective for detecting large horizontal displacements of high slopes due to the crushing of the inclinometer pipe and the protective pipe, and because grouting is required in the borehole, the installation is time-consuming, laborious, and costly. the
实用新型内容 Utility model content
针对现有技术的不足,本实用新型的目的是提供一种测量密度大、精度高、安装方便、可回收利用、成本低廉的边坡深部位移测量装置。 Aiming at the deficiencies of the prior art, the purpose of this utility model is to provide a deep displacement measuring device for slopes with high measurement density, high precision, convenient installation, recyclability and low cost. the
本实用新型的技术方案:该装置包括固定装置、带有保护套的钢丝、导向滑轮、箱体、滑动传感器、传感器感应杆、固定卡、滑动支座、自动伸缩轨道、调平支架、固定支架和牵引砝码; The technical scheme of the utility model: the device includes a fixing device, a steel wire with a protective cover, a guide pulley, a box body, a sliding sensor, a sensor sensing rod, a fixing card, a sliding support, an automatic telescopic track, a leveling bracket, and a fixing bracket and traction weights;
其中,所述带有保护套的钢丝的一端与置于洞口稳定基岩内的所述固定装置固接,另一端通过所述箱体两侧的所述导向滑轮从所述箱体的中心穿过后与所述牵引砝码固接,所述箱体通过调平支架安装在所述固定支架上,所述自动伸缩轨道安装在所述箱体内的底部,所述滑动支座安装在所述自动伸缩轨道上,可沿着所述自动伸缩轨道左右移动,所述滑动传感器位于穿过所述箱体内的带有保护套的钢丝的上方,所述滑动传感器的一端与所述箱体侧壁固接,所述滑动传感器的传感器感应杆与所述滑动支座连接,所述带有保护套的钢丝在箱体内通过所述固定卡与所述滑动支座固接。 Wherein, one end of the steel wire with a protective sheath is fixedly connected to the fixing device placed in the stable bedrock of the hole, and the other end passes through the center of the box body through the guide pulleys on both sides of the box body. It is fixedly connected with the traction weight, the box is installed on the fixed bracket through the leveling bracket, the automatic telescopic track is installed at the bottom of the box, and the sliding support is installed on the automatic telescopic On the track, it can move left and right along the automatic telescopic track, the sliding sensor is located above the steel wire with a protective cover passing through the box, and one end of the sliding sensor is fixed to the side wall of the box , the sensor sensing rod of the sliding sensor is connected to the sliding support, and the steel wire with the protective sheath is fixedly connected to the sliding support through the fixing clip in the box.
进一步,该装置还包括数据无线传输装置,所述数据无线传输装置安装在所述箱体外侧,通过数据线与所述滑动传感器连接。 Further, the device also includes a wireless data transmission device, the wireless data transmission device is installed outside the box and connected to the sliding sensor through a data line. the
进一步,该装置还包括基座标杆,所述基座标杆固定安装在固定支架的一侧,通过所述基座标杆的位移可以得出边坡深部岩体的绝对位移。 Further, the device also includes a base pole, which is fixedly installed on one side of the fixed support, and the absolute displacement of the deep rock mass of the slope can be obtained through the displacement of the base pole. the
本实用新型的有益效果是:由于采用上述技术方案,本实用新型将边坡岩体基座标杆设在边坡稳定基桩上,可以准确的得出边坡深部的绝对位移,并且采用了边坡和牵引砝码双向牵引滑动装置,孔内无须注浆和安装护管,可以布置的测点比常规的多点位移计要多很多,安装快捷方便,并且由于位移计安装在孔口稳定基岩上,监测结束后可以回收利用,成本较低。同时通过无线传输装置还可实时的将深部多点位移数据传输到边坡监测中心,并作出处理。 The beneficial effects of the utility model are: due to the adoption of the above technical scheme, the utility model sets the slope rock mass base benchmark on the slope stable foundation pile, can accurately obtain the absolute displacement of the deep part of the slope, and adopts the edge Slope and traction weight two-way traction sliding device, there is no need for grouting and installation of protective pipes in the hole, the measuring points that can be arranged are much more than the conventional multi-point displacement gauge, the installation is quick and convenient, and because the displacement gauge is installed on the stable base of the orifice On the rock, it can be recycled after monitoring, and the cost is relatively low. At the same time, the deep multi-point displacement data can be transmitted to the slope monitoring center in real time through the wireless transmission device, and processed. the
附图说明 Description of drawings
图1是本实用新型具体实施方式的结构示意图。 Fig. 1 is a schematic structural view of a specific embodiment of the utility model. the
图中: In the picture:
1.固定装置、2.带有保护套的钢丝、3.导向滑轮、4.基座标杆、5.箱体、6.滑动传感器、7.传感器感应杆、8.固定卡、9.滑动支座、10.自动伸缩轨道、11.调平支架、12.固定支架、13.牵引砝码、14.无线传输装置。 1. Fixing device, 2. Steel wire with protective cover, 3. Guide pulley, 4. Base pole, 5. Box body, 6. Sliding sensor, 7. Sensor sensing rod, 8. Fixed card, 9. Sliding support Seat, 10. Automatic telescopic track, 11. Leveling bracket, 12. Fixed bracket, 13. Traction weight, 14. Wireless transmission device.
具体实施方式 Detailed ways
下面结合附图对本实用新型的技术方案作进一步说明。Below in conjunction with accompanying drawing, the technical scheme of the utility model is further described.
如图1所示,本实用新型一种边坡深部位移测量装置,该装置包括固定装置1、带有保护套的钢丝2、导向滑轮3、基座标杆4、箱体5、滑动传感器6、传感器感应杆7、固定卡8、滑动支座9、自动伸缩轨道10、调平支架11、固定支架12、牵引砝码13和无线传输装置14; As shown in Figure 1, the utility model is a slope deep displacement measuring device, which includes a fixing device 1, a steel wire 2 with a protective cover, a guide pulley 3, a base pole 4, a box body 5, a sliding sensor 6, Sensor sensing rod 7, fixed card 8, sliding support 9, automatic telescopic track 10, leveling bracket 11, fixing bracket 12, traction weight 13 and wireless transmission device 14;
其中,带有保护套的钢丝2的一端与置于洞口稳定基岩内的固定装置1固接,另一端通过箱体5两侧的导向滑轮3从箱体5的中心穿过与牵引砝码13固接,箱体5通过调平支架11安装固定支架12上,自动伸缩轨道10安装箱体5内的底部,滑动支座9安装在自动伸缩轨道10上,可沿着自动伸缩轨道10左右移动,滑动传感器6为穿过箱体5内的带有保护套的钢丝2的上方,与箱体5侧壁固接,滑动传感器6的传感器感应杆7与滑动支座9连接,带有保护套的钢丝2在箱体5内通过固定卡8与滑动支座9固接;滑动传感器6与安装在所箱体5上无线传输装置14通过导线连接,基座标杆4安装在固定支架12的一侧。 Wherein, one end of the steel wire 2 with the protective sheath is fixedly connected with the fixing device 1 placed in the stable bedrock of the hole, and the other end passes through the center of the box body 5 through the guide pulleys 3 on both sides of the box body 5 and draws weights 13 Fixed connection, the box body 5 is installed on the fixed bracket 12 through the leveling bracket 11, the automatic telescopic track 10 is installed on the bottom of the box body 5, and the sliding support 9 is installed on the automatic telescopic track 10, which can move left and right along the automatic telescopic track 10 , the sliding sensor 6 passes through the top of the steel wire 2 with a protective cover in the box body 5, and is fixedly connected with the side wall of the box body 5, and the sensor sensing rod 7 of the sliding sensor 6 is connected with the sliding support 9, with a protective cover The steel wire 2 is fixedly connected with the sliding support 9 through the fixed card 8 in the box body 5; the sliding sensor 6 is connected with the wireless transmission device 14 installed on the box body 5 through wires, and the base pole 4 is installed on one of the fixed brackets 12 side.
使用时,将箱体5通过调平支架11安装在固定支架12上,固定支架12置于边坡稳定基岩体上,固定支架12与边坡稳定基岩体接触的一端设有基座标杆4,带有保护套钢丝2一端通过固定装置1固定到边坡深部岩体中,另一端通过箱体5外壁的两侧导向滑轮3穿过箱体5与牵引砝码13固接,带有保护套钢丝2在箱体5内通过固定卡8与滑动支座9固接,当监测边坡深部有正或者负相对位移时,通过边坡岩体和牵引砝码13双向牵引,拉动滑动支座9在自动伸缩轨道10上滑动,带动滑动传感器6的传感器感应杆7产生位移,通过边坡基座标杆4的位移即可得到边坡深部岩体的绝对位移,滑动传感器6通过无线传输装置14实时传输到边坡监测处理中心,实现边坡深部多点的位移的实时监测。 When in use, the box body 5 is installed on the fixed support 12 through the leveling support 11, the fixed support 12 is placed on the stable bedrock mass of the slope, and the end of the fixed support 12 in contact with the stable bedrock mass of the slope is provided with a base mark 4. One end of the steel wire 2 with a protective sheath is fixed to the deep rock mass of the slope through the fixing device 1, and the other end passes through the box body 5 through the guide pulleys 3 on both sides of the outer wall of the box body 5 and is fixedly connected with the traction weight 13, with The protective sheath steel wire 2 is fixedly connected to the sliding support 9 through the fixing card 8 in the box body 5. When the positive or negative relative displacement is detected in the deep part of the slope, the sliding support is pulled by the slope rock mass and the traction weight 13 in two directions. The seat 9 slides on the automatic telescopic track 10, which drives the sensor sensing rod 7 of the sliding sensor 6 to generate a displacement, and the absolute displacement of the rock mass in the deep part of the slope can be obtained through the displacement of the slope base pole 4, and the sliding sensor 6 passes through the wireless transmission device. 14 Real-time transmission to the slope monitoring and processing center to realize real-time monitoring of the displacement of multiple points in the deep part of the slope. the
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Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104328777A (en) * | 2014-10-22 | 2015-02-04 | 山东大学 | Slope surface deformation monitoring device and method for geotechnical engineering |
| CN105118241A (en) * | 2015-09-30 | 2015-12-02 | 宏大国源(芜湖)资源环境治理有限公司 | Early warning system for dangerous rock mass collapse monitoring |
| CN107476632A (en) * | 2017-09-07 | 2017-12-15 | 北京城建集团有限责任公司 | The method for controlling flanged plate relative horizontal displacement above and below construction period shock isolating pedestal |
| CN110220490A (en) * | 2019-06-19 | 2019-09-10 | 中铁第四勘察设计院集团有限公司 | A kind of measuring device of rock mass deformation |
| CN111156915A (en) * | 2020-01-10 | 2020-05-15 | 宝泉安全防护用品(金华)有限公司 | Geotechnical engineering slope deep deformation monitoring device |
| CN119491518A (en) * | 2025-01-15 | 2025-02-21 | 中国水利水电第九工程局有限公司 | High slope dynamic monitoring system and method during construction |
-
2013
- 2013-10-30 CN CN201320676532.8U patent/CN203550930U/en not_active Expired - Fee Related
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104328777A (en) * | 2014-10-22 | 2015-02-04 | 山东大学 | Slope surface deformation monitoring device and method for geotechnical engineering |
| CN104328777B (en) * | 2014-10-22 | 2016-04-06 | 山东大学 | A kind of geotechnical engineering earth surface of side slope deformation monitoring device and method |
| CN105118241A (en) * | 2015-09-30 | 2015-12-02 | 宏大国源(芜湖)资源环境治理有限公司 | Early warning system for dangerous rock mass collapse monitoring |
| CN105118241B (en) * | 2015-09-30 | 2017-03-08 | 宏大国源(芜湖)资源环境治理有限公司 | A kind of early warning system for Dangerous Rock Body avalanche monitoring |
| CN107476632A (en) * | 2017-09-07 | 2017-12-15 | 北京城建集团有限责任公司 | The method for controlling flanged plate relative horizontal displacement above and below construction period shock isolating pedestal |
| CN107476632B (en) * | 2017-09-07 | 2019-03-29 | 北京城建集团有限责任公司 | The method for controlling construction period shock isolating pedestal or more flanged plate relative horizontal displacement |
| CN110220490A (en) * | 2019-06-19 | 2019-09-10 | 中铁第四勘察设计院集团有限公司 | A kind of measuring device of rock mass deformation |
| CN111156915A (en) * | 2020-01-10 | 2020-05-15 | 宝泉安全防护用品(金华)有限公司 | Geotechnical engineering slope deep deformation monitoring device |
| CN111156915B (en) * | 2020-01-10 | 2021-07-06 | 佛山熠广达工程技术有限公司 | A Geotechnical Engineering Slope Deep Deformation Monitoring Device |
| CN119491518A (en) * | 2025-01-15 | 2025-02-21 | 中国水利水电第九工程局有限公司 | High slope dynamic monitoring system and method during construction |
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