CN114689017B - Intelligent monitoring and early warning device for geotechnical engineering side slope - Google Patents
Intelligent monitoring and early warning device for geotechnical engineering side slope Download PDFInfo
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Abstract
本发明涉及监测预警设备领域,具体为一种用于岩土工程边坡的智能监测预警装置,包括:固定杆,所述固定杆的外侧固定安装有承压板,所述固定杆与承压板之间设置有第一监测机构,用于对边坡进行监测。本发明通过设置第一监测机构,对边坡进行监测,从而相对于采用埋设传感器的方法,不受限于传感器的使用寿命及埋设范围,相比较水准仪,不以人工检测为主,不会干扰交通,安全风险低,相对于采用全站仪或者具备三维扫描功能的全站仪的方法,不受视野大小的影响,局限性低;且在实际使用过程中,可以轻松的将第一监测机构取下,且不需要人工对监测数据进行测量,降低人工成本,进而保证总体监测预警的效果与可靠性。
The invention relates to the field of monitoring and early warning equipment, specifically an intelligent monitoring and early warning device for geotechnical engineering slopes. A first monitoring mechanism is arranged between the plates for monitoring the side slope. The present invention monitors the slope by setting the first monitoring mechanism, so that compared with the method of embedding sensors, it is not limited to the service life and embedding range of the sensors. Traffic and safety risks are low. Compared with the method of using a total station or a total station with a three-dimensional scanning function, it is not affected by the size of the field of view and has low limitations; and in actual use, the first monitoring mechanism can be easily It can be removed without manually measuring the monitoring data, reducing labor costs and ensuring the effectiveness and reliability of the overall monitoring and early warning.
Description
技术领域technical field
本发明涉及监测预警设备领域,具体为一种用于岩土工程边坡的智能监测预警装置。The invention relates to the field of monitoring and early warning equipment, in particular to an intelligent monitoring and early warning device for geotechnical engineering slopes.
背景技术Background technique
岩土工程是欧美国家于20世纪60年代在土木工程实践中建立起来的一种新的技术体制,岩土工程是以求解岩体与土体工程问题,包括边坡与基础、边坡和地下工程等问题,作为自己的研究对象;Geotechnical engineering is a new technical system established in the practice of civil engineering in European and American countries in the 1960s. Geotechnical engineering is to solve rock mass and soil engineering problems, including slope and foundation, slope and underground Engineering and other issues as their own research objects;
近年来随着我国经济的快速发展,城市中的公路、铁路以及河道等工程得到兴建,逐渐成为城市人民出行及生活环境的主要动脉。当随着各建筑的建立,导致岩土的成分变得复杂,造成了严重的水土流失,滑坡现象频发,严重影响人们的生活和安全。目前,边坡治理中以工程护坡和生态护坡为主。工程护坡往往采取石料或混凝土挡墙和护面,或采用格构防护、锚喷支护,这样做能克服边坡带来的严重的水土流失和滑坡、泥石流等灾害,但也带来严重的环境问题,如生态失衡等;边坡的滑坡、侧滑、坍塌等因素是边坡破坏的主要灾害性因素,目前在国内修建公路、铁路、基坑、露天矿等工程实践中大量采用锚固技术来加固岩土边坡,岩质边坡的加固通常由两种方式,一种是浅表加固,一种是深层加固,其中表层固定主要采用的方式有挂防护网、喷混凝土、锚杆、框格梁等,深层加固的主要方式是锚索,对于边坡安全等级要求较高的边坡加固工程,需要同时解决边坡的浅表稳定和深层稳定或者两种固定方式交替进行。In recent years, with the rapid development of my country's economy, roads, railways, rivers and other projects in cities have been built, and have gradually become the main arteries of urban people's travel and living environment. With the establishment of various buildings, the composition of rock and soil becomes complex, resulting in serious soil erosion and frequent landslides, seriously affecting people's lives and safety. At present, engineering slope protection and ecological slope protection are mainly used in slope management. Engineering slope protection often adopts stone or concrete retaining walls and face protection, or adopts lattice protection, anchor spraying support, which can overcome serious water and soil erosion, landslides, debris flows and other disasters caused by slopes, but it also brings serious damage. Environmental problems, such as ecological imbalance; factors such as landslides, sideslips, and collapses of slopes are the main disastrous factors for slope damage. At present, anchoring technology is widely used in domestic construction of roads, railways, foundation pits, and open-pit mines. To strengthen the rock and soil slope, there are usually two ways to strengthen the rock slope, one is superficial reinforcement, and the other is deep reinforcement. The main methods of surface fixation are hanging protective net, shotcrete, anchor rod, For frame beams, etc., the main method of deep reinforcement is anchor cables. For slope reinforcement projects that require a higher level of slope safety, it is necessary to solve the superficial stability and deep stability of the slope at the same time or alternately carry out the two fixing methods.
现有的监测方法主要包括埋设传感器、水准仪、全站仪及三维扫描等方法,其中,埋设传感器受限于传感器的使用寿命及埋设范围,往往只能用于施工后的短期沉降监测,并不适合用于设施的长期性能跟踪,且无法全线覆盖。同时,传感器的埋设方式主要有两种,一种是直接将传感器埋设在边坡内,感器在边坡内会受到土层移动的影响而产生移动,影响检测精度。另一种是将传感器设置在剖面管中,剖面管埋设在路基内,由于剖面管会随着边坡的沉降而发生弯曲,进而导致传感器在剖面管内的位置也会发生变化,同样也影响了检测精度。水准仪由于以人工检测为主,边坡上由于坡度的问题存在一定的安全风险,且检测耗时较长。全站仪或者具备三维扫描功能的全站仪通常设置于一个固定的测绘点,需要保证其视野中涵盖所有检测位置,但是由于边坡加油一定的倾斜度,故而该检测方法存在一定局限性,进而影响总体监测预警的效果与可靠性。Existing monitoring methods mainly include buried sensors, levels, total stations, and three-dimensional scanning. Among them, buried sensors are limited by the service life of the sensors and the buried range, and can only be used for short-term settlement monitoring after construction. Suitable for long-term performance tracking of facilities where full line coverage is not possible. At the same time, there are mainly two ways to bury the sensor. One is to bury the sensor directly in the slope, and the sensor will move due to the movement of the soil layer in the slope, which will affect the detection accuracy. The other is to set the sensor in the profile tube, which is buried in the roadbed. Since the profile tube will bend with the settlement of the slope, the position of the sensor in the profile tube will also change, which also affects the Detection accuracy. Since the level instrument is mainly manual detection, there are certain safety risks on the slope due to the slope problem, and the detection takes a long time. The total station or the total station with three-dimensional scanning function is usually set at a fixed surveying point, and it is necessary to ensure that all detection positions are covered in its field of view. However, due to the slope of the slope, the detection method has certain limitations. This will affect the effectiveness and reliability of the overall monitoring and early warning.
为此,提出一种用于岩土工程边坡的智能监测预警装置。For this reason, an intelligent monitoring and early warning device for geotechnical engineering slopes is proposed.
发明内容Contents of the invention
针对现有技术的不足,本发明提供了一种用于岩土工程边坡的智能监测预警装置,解决了上述背景技术中提出的技术问题。Aiming at the deficiencies of the prior art, the present invention provides an intelligent monitoring and early warning device for geotechnical engineering slopes, which solves the technical problems raised in the background art above.
为实现上述目的,本发明提供如下技术方案:To achieve the above object, the present invention provides the following technical solutions:
一种用于岩土工程边坡的智能监测预警装置,包括:固定杆,所述固定杆的外侧固定安装有承压板,所述固定杆与承压板之间设置有第一监测机构,用于对边坡进行监测。An intelligent monitoring and early warning device for geotechnical engineering slopes, comprising: a fixed rod, a pressure bearing plate is fixedly installed on the outside of the fixed rod, and a first monitoring mechanism is arranged between the fixed rod and the pressure bearing plate, Used to monitor slopes.
优选的,所述第一监测机构包括对称固定安装于承压板的上端外表面靠近两侧边缘位置的第一壳体,所述第一壳体的内底面靠近中间位置固定安装有第一弹簧,所述第一壳体的内底面靠近第一弹簧的内侧固定安装有第二壳体,所述第一弹簧的一端与第二壳体固定连接,所述连接杆的一端延伸至第二壳体的内部,所述第二壳体的内部活动连接有浮板,所述浮板的一侧外表面固定安装有第一触片,所述第一触片的上端外表面靠近一侧边缘位置固定安装有激光传感器,所述第二壳体的内顶面固定安装有第二触片,所述固定杆的外表面靠近上端位置螺纹连接有安装板,所述安装板的内部设置有第二监测机构,所述固定杆的外表面靠近下端位置设置有均匀分布的第三监测机构。Preferably, the first monitoring mechanism includes a first housing that is symmetrically and fixedly installed on the outer surface of the upper end of the pressure bearing plate near the edges on both sides, and a first spring is fixedly installed on the inner bottom of the first housing near the middle position , the inner bottom surface of the first housing is fixedly installed with a second housing close to the inner side of the first spring, one end of the first spring is fixedly connected with the second housing, and one end of the connecting rod extends to the second housing The inside of the body, the inside of the second housing is movably connected with a floating plate, the outer surface of one side of the floating plate is fixedly installed with the first contact piece, and the upper end outer surface of the first contact piece is close to the edge position of one side A laser sensor is fixedly installed, the inner top surface of the second housing is fixedly installed with a second contact sheet, the outer surface of the fixed rod is threaded with a mounting plate near the upper end, and the inside of the mounting plate is provided with a second As for the monitoring mechanism, a third monitoring mechanism evenly distributed is arranged on the outer surface of the fixed rod close to the lower end.
优选的,所述第一壳体的内表面固定安装有均匀分布的弹性柱,所述第一壳体的内部活动连接有套筒,所述弹性柱的一端与套筒固定连接。Preferably, evenly distributed elastic columns are fixedly installed on the inner surface of the first housing, a sleeve is movably connected to the inside of the first housing, and one end of the elastic column is fixedly connected to the sleeve.
优选的,所述第二监测机构包括开设于安装板的内部靠近下端位置的第一连接槽,所述第一连接槽的内底面靠近一侧边缘位置贯穿连接的连接管,所述连接管的一端与第一连接槽内表面靠近一侧边缘位置贯穿连接,所述第一连接槽的内部活动连接有活动块,所述活动块的内部靠近上端位置固定安装的第一磁体,所述安装板的内部靠近第一连接槽的一侧开设有活动槽,所述活动槽的内部设置有两组第三壳体,所述第三壳体的内顶面靠近中间位置固定安装有第二弹簧,所述第二弹簧的一端固定安装有第二磁体,所述第二磁体的一侧外表面固定安装有第三触片,所述第三壳体的内底面固定安装有第四触片。Preferably, the second monitoring mechanism includes a first connection groove opened in the interior of the installation plate near the lower end, the inner bottom surface of the first connection groove is close to a side edge and connects through a connecting pipe, and the connecting pipe One end is through-connected with the inner surface of the first connecting groove close to one side edge, the inside of the first connecting groove is movably connected with a movable block, the inside of the movable block is fixedly installed near the upper end of the first magnet, and the mounting plate A movable groove is provided on the side close to the first connecting groove inside the movable groove, and two sets of third shells are arranged inside the movable groove, and a second spring is fixedly installed on the inner top surface of the third shell close to the middle position, A second magnet is fixedly installed on one end of the second spring, a third contact piece is fixedly installed on one side of the outer surface of the second magnet, and a fourth contact piece is fixedly installed on the inner bottom surface of the third housing.
优选的,所述安装板的内部靠近第三壳体的一侧开设有滑槽,所述滑槽内部活动连接有滑块,所述滑块的一端与第三壳体固定连接,所述滑块的内表面固定安装有第三磁体,所述滑槽的内表面靠近上端位置固定安装有第四磁体。Preferably, a chute is provided on the side of the installation plate close to the third housing, a slider is movably connected inside the chute, one end of the slider is fixedly connected to the third housing, and the slider A third magnet is fixedly installed on the inner surface of the block, and a fourth magnet is fixedly installed on the inner surface of the chute close to the upper end.
优选的,所述安装板的内部靠近滑槽的上端位置固定安装有刻度表。Preferably, a scale is fixedly installed inside the installation plate close to the upper end of the chute.
优选的,所述第三监测机构包括固定杆的内部靠近中间位置开设的安装槽,所述固定杆的外表面靠近下端位置贯穿活动连接有均匀分布的固定柱,所述固定柱的外表面靠近一端边缘位置开设有均匀分布的通孔,所述固定柱的外表面靠近第四磁体的一侧位置固定安装有均匀分布的电阻丝,所述电阻丝的外表面设置有测温光纤。Preferably, the third monitoring mechanism includes a mounting groove provided inside the fixed rod close to the middle position, the outer surface of the fixed rod is close to the lower end position, and there are evenly distributed fixed columns through the movable connection, and the outer surface of the fixed column is close to Evenly distributed through holes are opened at the edge of one end, uniformly distributed resistance wires are fixedly installed on the outer surface of the fixed column close to the fourth magnet, and the outer surface of the resistance wire is provided with temperature measuring optical fibers.
优选的,所述电阻丝的一侧外表面固定安装有气囊,所述气囊与测温光纤固定连接。Preferably, an airbag is fixedly installed on one outer surface of the resistance wire, and the airbag is fixedly connected with the temperature measuring optical fiber.
与现有技术相比,本发明的有益效果为:Compared with prior art, the beneficial effect of the present invention is:
1、通过设置第一壳体,当土层发生非正常的沉降时,第一触片与第二触片相接触,发出电信号给控制系统,通过控制系统通过操作人员,此处检测点,即将发生危险沉降,保证操作人员可以及时的采取相关的措施。进而在需要对边坡进行沉降自动监测时,通过固定杆在土中下降的距离,自动检测边坡发生沉降的距离,相比较采用埋设传感器的方法,不受限于传感器的使用寿命及埋设范围,相比较水准仪,不以人工检测为主,不会干扰交通,安全风险低,相比较全站仪或者具备三维扫描功能的全站仪,不受视野大小的影响,局限性低。且在实际使用的过程中,可以轻松的将第一监测机构取下,且不需要人工对监测数据进行测量,降低人工成本,进而保证总体监测预警的效果与可靠性。1. By setting up the first shell, when abnormal settlement occurs in the soil layer, the first contact piece will be in contact with the second contact piece, and an electrical signal will be sent to the control system, and the control system will pass through the operator. Here, the detection point, Dangerous subsidence is about to occur, ensuring that operators can take relevant measures in a timely manner. Furthermore, when it is necessary to automatically monitor the settlement of the slope, the distance of the settlement of the slope can be automatically detected by the distance of the fixed rod in the soil. Compared with the method of embedding sensors, it is not limited by the service life of the sensors and the scope of embedding Compared with the level instrument, it is not mainly based on manual detection, will not interfere with traffic, and has low safety risks. Compared with the total station or the total station with 3D scanning function, it is not affected by the size of the field of view and has low limitations. And in the process of actual use, the first monitoring mechanism can be easily removed without manually measuring the monitoring data, reducing labor costs and ensuring the effect and reliability of the overall monitoring and early warning.
2、通过设置第一连接槽,当边坡向右发生倾斜时,会使固定在边坡上的安装板发生偏移,活动块的重力的方向发生变化,重力的分量会带动活动块在第一连接槽的内部挤压液体,向右侧移动,液体通过连接管进入第一连接槽内部靠近左侧位置,当活动块移动至与第四触片相平的位置,第一磁体与第二磁体之间的磁力克服第二弹簧的弹力带动第三触片向靠近第四触片的方向移动,直至,第三触片与的第四触片相接触发出电信号至控制系统,控制系统提醒工作人员此处边坡发生了向右危险倾斜沉降,同理,当边坡向左发生倾斜,控制系统提醒工作人员此处边坡发生了向左危险倾斜沉降,提高总体的监测效果。2. By setting the first connecting groove, when the slope tilts to the right, the mounting plate fixed on the slope will be shifted, the direction of gravity of the movable block will change, and the component of gravity will drive the movable block to The inside of a connecting groove squeezes the liquid and moves to the right. The liquid enters the inside of the first connecting groove through the connecting pipe and is close to the left side. When the movable block moves to a position equal to the fourth contact piece, the first magnet and the second The magnetic force between the magnets overcomes the elastic force of the second spring and drives the third contact piece to move towards the fourth contact piece until the third contact piece contacts the fourth contact piece and sends an electric signal to the control system, and the control system reminds The staff here has a slope that is dangerously tilted to the right and settles. Similarly, when the slope tilts to the left, the control system reminds the staff that the slope has a dangerous tilt to the left to improve the overall monitoring effect.
3、通过设置安装槽,在固定杆安装完成后,工作人员通过机器向安装槽内部添加带有一定压力的砂浆,砂浆对固定柱产生挤压,挤压力使固定柱向土层的方向移动,直至固定柱的一端完全进入土层的内部,保证固定杆的锚固面积更大,与周围土体有更高的嵌固强度,提高固定杆的锚固力,进而进一步保证固定杆可以随着土层的沉降而沉降,保证第一监测机构的工作效果。由于土壤的热传导性能随含水率变化而变化,含水率越高,其传导能力越强在需要对土层的含水率进行监测时,控制系统向电阻丝通电,电阻丝发热,测温光纤加热一定的时间得到温度变化的特征值,通过温度特征值和地下水含水率的分布式函数,由此来测量土壤的含水率,从而实现对土层中的含水率进行监测,避免土层含水量过大,导致土层发生坍塌的问题。3. By setting the installation groove, after the installation of the fixed rod is completed, the staff will add mortar with a certain pressure to the inside of the installation groove through the machine, and the mortar will squeeze the fixed column, and the extrusion force will move the fixed column to the direction of the soil layer , until one end of the fixed column completely enters the interior of the soil layer, so as to ensure that the anchorage area of the fixed bar is larger, and has a higher embedded strength with the surrounding soil, thereby increasing the anchoring force of the fixed bar, and further ensuring that the fixed bar can follow the soil Settlement due to the settlement of the layer ensures the working effect of the first monitoring mechanism. Since the thermal conductivity of the soil changes with the moisture content, the higher the moisture content, the stronger its conductivity. When the moisture content of the soil layer needs to be monitored, the control system energizes the resistance wire, the resistance wire generates heat, and the temperature measuring optical fiber is heated to a certain extent. The characteristic value of the temperature change is obtained in a certain time, and the distribution function of the temperature characteristic value and the groundwater moisture content is used to measure the moisture content of the soil, so as to realize the monitoring of the moisture content in the soil layer and avoid excessive moisture content in the soil layer , leading to the collapse of the soil layer.
附图说明Description of drawings
图1为本发明的整体结构示意图;Fig. 1 is the overall structure schematic diagram of the present invention;
图2为本发明的正视剖面结构示意图;Fig. 2 is the front view sectional structure schematic diagram of the present invention;
图3为本发明图2中的A处放大图;Fig. 3 is an enlarged view at A place in Fig. 2 of the present invention;
图4为本发明图2中的B处放大图;Fig. 4 is an enlarged view at B place in Fig. 2 of the present invention;
图5为本发明图4中的C处放大图;Fig. 5 is an enlarged view at C in Fig. 4 of the present invention;
图6为本发明图2中的D处放大图;Fig. 6 is an enlarged view at D place in Fig. 2 of the present invention;
图7为本发明图6中的E处放大图。Fig. 7 is an enlarged view of E in Fig. 6 of the present invention.
图中:1、固定杆;2、承压板;3、第一监测机构;31、第一壳体;32、第一弹簧;33、连接杆;34、第二壳体;35、浮板;36、激光传感器;37、第一触片;38、第二触片;39、安装板;30、第二监测机构;301、第一连接槽;302、连接管;303、活动块;304、第一磁体;305、第三壳体;306、第二弹簧;307、第二磁体;308、第三触片;309、第四触片;3010、滑槽;3011、滑块;3012、第三磁体;3013、第四磁体;3014、刻度表;3015、活动槽;310、第三监测机构;3101、安装槽;3102、固定柱;3103、通孔;3104、电阻丝;3105、测温光纤;3106、气囊;311、弹性柱;312、套筒。In the figure: 1. fixed rod; 2. pressure plate; 3. first monitoring mechanism; 31. first shell; 32. first spring; 33. connecting rod; 34. second shell; 35. floating plate ; 36, laser sensor; 37, first contact sheet; 38, second contact sheet; 39, mounting plate; 30, second monitoring mechanism; 301, first connecting groove; 302, connecting pipe; 303, movable block; 304 , the first magnet; 305, the third housing; 306, the second spring; 307, the second magnet; 308, the third contact piece; 309, the fourth contact piece; 3010, the chute; 3011, the slider; 3012, The third magnet; 3013, the fourth magnet; 3014, scale; 3015, movable groove; 310, the third monitoring mechanism; 3101, installation groove; 3102, fixed post; 3103, through hole; 3104, resistance wire; Temperature optical fiber; 3106, air bag; 311, elastic column; 312, sleeve.
具体实施方式Detailed ways
下面将结合本发明实施例中的附图,对本发明实施例中的技术方案进行清楚、完整地描述,显然,所描述的实施例仅仅是本发明一部分实施例,而不是全部的实施例。基于本发明中的实施例,本领域普通技术人员在没有做出创造性劳动前提下所获得的所有其他实施例,都属于本发明保护的范围。The following will clearly and completely describe the technical solutions in the embodiments of the present invention with reference to the accompanying drawings in the embodiments of the present invention. Obviously, the described embodiments are only some, not all, embodiments of the present invention. Based on the embodiments of the present invention, all other embodiments obtained by persons of ordinary skill in the art without making creative efforts belong to the protection scope of the present invention.
本发明实施例通过提供一种用于岩土工程边坡的智能监测预警装置,解决了上述背景技术中提出的技术问题。The embodiments of the present invention solve the technical problems raised in the background art above by providing an intelligent monitoring and early warning device for geotechnical engineering slopes.
为了更好的理解上述技术方案,下面将结合说明书附图以及具体的实施方式对上述技术方案进行详细的说明。In order to better understand the above-mentioned technical solution, the above-mentioned technical solution will be described in detail below in conjunction with the accompanying drawings and specific implementation methods.
请参阅图1至图7,本发明提供一种用于岩土工程边坡的智能监测预警装置,技术方案如下:Please refer to Figures 1 to 7, the present invention provides an intelligent monitoring and early warning device for geotechnical engineering slopes, the technical scheme is as follows:
一种用于岩土工程边坡的智能监测预警装置,包括:固定杆1,所述固定杆1的外侧固定安装有承压板2,所述固定杆1与承压板2之间设置有第一监测机构3,用于对边坡进行监测。An intelligent monitoring and early warning device for geotechnical engineering slopes, comprising: a fixed
工作时,通过设置第一监测机构3,对边坡进行监测,从而相对于采用埋设传感器的方法,不受限于传感器的使用寿命及埋设范围,相比较水准仪,不以人工检测为主,不会干扰交通,安全风险低,相对于采用全站仪或者具备三维扫描功能的全站仪的方法,不受视野大小的影响,局限性低,且在实际使用的过程中,可以轻松的将第一监测机构3取下,且不需要人工对监测数据进行测量,降低人工成本,进而保证总体监测预警的效果与可靠性。When working, the slope is monitored by setting the
作为本发明的一种实施方式,参照图1至图3,所述第一监测机构3包括对称固定安装于承压板2的上端外表面靠近两侧边缘位置的第一壳体31,所述第一壳体31的内底面靠近中间位置固定安装有第一弹簧32,所述第一壳体31的内底面靠近第一弹簧32的内侧固定安装有第二壳体34,所述第一弹簧32的一端与第二壳体34固定连接,所述连接杆33的一端延伸至第二壳体34的内部,所述第二壳体34的内部活动连接有浮板35,所述浮板35的一侧外表面固定安装有第一触片37,所述第一触片37的上端外表面靠近一侧边缘位置固定安装有激光传感器36,所述第二壳体34的内顶面固定安装有第二触片38,所述固定杆1的外表面靠近上端位置螺纹连接有安装板39,所述安装板39的内部设置有第二监测机构30,所述固定杆1的外表面靠近下端位置设置有均匀分布的第三监测机构310。As an embodiment of the present invention, referring to FIGS. 1 to 3 , the
工作时,通过设置第一壳体31,在需要对边坡进行监测时,首先,通过钻机在需要进行检测的位置打上钻孔,将固定杆1放入至土层内部,将承压板2固定在土层上面,在通过螺栓螺母将第一壳体31固定在承压板2上,再通过人力转动安装板39,使安装板39在固定杆1的上端螺纹向下移动,直至,安装板39的下端外表面与第二壳体34的上端外表面相接触。当对此处边坡监测设备的安装完成后,由于在土层发生沉降时,固定杆1可以随着土层的沉降,在土层内部向下移动,在固定杆1向下移动的过程中,带动第二壳体34挤压第一弹簧32向靠近第一壳体31的方向移动。在移动的过程,33在第二壳体34的内部向上移动,通过设置激光传感器36,可以记录第一触片37与第二触片38之间的距离,从而记录土层沉降的距离,进行实时监测。通过设置第一触片37与第二触片38之间的距离大于土层正常沉降的距离,当土层发生非正常的沉降时,第一触片37与第二触片38相接触,发出电信号给控制系统,通过控制系统通过操作人员,此处检测点,即将发生危险沉降,保证操作人员可以及时的采取相关的措施。进而在需要对边坡进行沉降自动监测时,通过固定杆1在土中下降的距离,自动检测边坡发生沉降的距离,相比较采用埋设传感器的方法,不受限于传感器的使用寿命及埋设范围,相比较水准仪,不以人工检测为主,不会干扰交通,安全风险低,相比较全站仪或者具备三维扫描功能的全站仪,不受视野大小的影响,局限性低。且在实际使用的过程中,可以轻松的将第一监测机构3取下,且不需要人工对监测数据进行测量,降低人工成本,进而保证总体监测预警的效果与可靠性。When working, by setting the
作为本发明的一种实施方式,参照图3,所述第一壳体31的内表面固定安装有均匀分布的弹性柱311,所述第一壳体31的内部活动连接有套筒312,所述弹性柱311的一端与套筒312固定连接。As an embodiment of the present invention, referring to FIG. 3 , the inner surface of the
工作时,通过设置弹性柱311,由于弹性柱311与第一壳体31活动连接可以上下移动,不会影响连接杆33的上下移动的工作,同时对第一监测机构3进行保护,避免由于下雨等外界因素的影响,造成第一监测机构3监测精度下降的问题。During work, by setting the
作为本发明的一种实施方式,参照图4至图5,所述第二监测机构30包括开设于安装板39的内部靠近下端位置的第一连接槽301,所述第一连接槽301的内底面靠近一侧边缘位置贯穿连接的连接管302,所述连接管302的一端与第一连接槽301内表面靠近一侧边缘位置贯穿连接,所述第一连接槽301的内部活动连接有活动块303,所述活动块303的内部靠近上端位置固定安装的第一磁体304,所述安装板39的内部靠近第一连接槽301的一侧开设有活动槽3015,所述活动槽3015的内部设置有两组第三壳体305,所述第三壳体305的内顶面靠近中间位置固定安装有第二弹簧306,所述第二弹簧306的一端固定安装有第二磁体307,所述第二磁体307的一侧外表面固定安装有第三触片308,所述第三壳体305的内底面固定安装有第四触片309。As an embodiment of the present invention, referring to FIG. 4 to FIG. 5 , the
工作时,通过设置第一连接槽301,当边坡向右发生倾斜时,会使固定在边坡上的安装板39发生偏移,活动块303的重力的方向发生变化,重力的分量会带动活动块303在第一连接槽301的内部挤压液体,向右侧移动,液体通过连接管302进入第一连接槽301内部靠近左侧位置,当活动块303移动至与第四触片309相平的位置,第一磁体304与第二磁体307之间的磁力克服第二弹簧306的弹力带动第三触片308向靠近第四触片309的方向移动,直至,第三触片308与的第四触片309相接触发出电信号至控制系统,控制系统提醒工作人员此处边坡发生了向右危险倾斜沉降,同理,当边坡向左发生倾斜,控制系统提醒工作人员此处边坡发生了向左危险倾斜沉降,提高总体的监测效果。During work, by setting the first connecting
作为本发明的一种实施方式,参照图5,所述安装板39的内部靠近第三壳体305的一侧开设有滑槽3010,所述滑槽3010内部活动连接有滑块3011,所述滑块3011的一端与第三壳体305固定连接,所述滑块3011的内表面固定安装有第三磁体3012,所述滑槽3010的内表面靠近上端位置固定安装有第四磁体3013。As an embodiment of the present invention, referring to FIG. 5 , a
工作时,通过设置滑槽3010,当需要安装第二监测机构30边坡的倾斜角度的发生变化时,即活动块303在第一连接槽301内部的位置发生变化时,第三磁体3012、第四磁体3013与第二磁体307、第一磁体304之间的距离足够,不会产生磁力影响,工作人员可以克服第三磁体3012与第四磁体3013之间的磁力左右移动移动第三壳体305,从而调整第三壳体305与活动块303之间的距离,进而保证当需要安装第二监测机构30边坡的倾斜角度的发生变化时,第二监测机构30的工作效果。During work, by setting the
作为本发明的一种实施方式,参照图5,所述安装板39的内部靠近滑槽3010的上端位置固定安装有刻度表3014。As an embodiment of the present invention, referring to FIG. 5 , a
工作时,通过设置刻度表3014,方便工作人员在调整第三壳体305与活动块303之间的距离时的操作,提高总体的便捷性。When working, by setting the
作为本发明的一种实施方式,参照图6至图7,所述第三监测机构310包括固定杆1的内部靠近中间位置开设的安装槽3101,所述固定杆1的外表面靠近下端位置贯穿活动连接有均匀分布的固定柱3102,所述固定柱3102的外表面靠近一端边缘位置开设有均匀分布的通孔3103,所述固定柱3102的外表面靠近第四磁体3013的一侧位置固定安装有均匀分布的电阻丝3104,所述电阻丝3104的外表面设置有测温光纤3105。As an embodiment of the present invention, referring to Fig. 6 to Fig. 7, the third monitoring mechanism 310 includes a mounting
工作时,通过设置安装槽3101,在固定杆1安装完成后,工作人员通过机器向安装槽3101内部添加带有一定压力的砂浆,砂浆对固定柱3102产生挤压,挤压力使固定柱3102向土层的方向移动,直至固定柱3102的一端完全进入土层的内部,保证固定杆1的锚固面积更大,与周围土体有更高的嵌固强度,提高固定杆1的锚固力,进而进一步保证固定杆1可以随着土层的沉降而沉降,保证第一监测机构3的工作效果。通过设置通孔3103,砂浆可以通过通孔3103进入土层,当砂浆凝固后,进一步提高固定杆1的锚固效果,同时在不需要监测时第一监测机构3已经取下后,固定杆1可以进行在边坡的土层内部,发挥锚固的作用,降低边坡土层发生沉降的距离。由于土壤的热传导性能随含水率变化而变化,含水率越高,其传导能力越强在需要对土层的含水率进行监测时,控制系统向电阻丝3104通电,电阻丝3104发热,测温光纤3105加热一定的时间得到温度变化的特征值,通过温度特征值和地下水含水率的分布式函数,由此来测量土壤的含水率,从而实现对土层中的含水率进行监测,避免土层含水量过大,导致土层发生坍塌的问题。When working, by setting the
作为本发明的一种实施方式,参照图7,所述电阻丝3104的一侧外表面固定安装有气囊3106,所述气囊3106与测温光纤3105固定连接。As an embodiment of the present invention, referring to FIG. 7 , an
工作时,由于气囊3106内部装有加热易膨胀的气体,当电阻丝3104加热时,3016内部的气体发生膨胀,推动测温光纤3105向土层的方向移动,使测温光纤3105与土层能保持紧密接触,进一步保证测温光纤3105的工作效果。When working, because the
工作原理:通过设置第一壳体31,在需要对边坡进行监测时,首先,通过钻机在需要进行检测的位置打上钻孔,将固定杆1放入至土层内部,将承压板2固定在土层上面,在通过螺栓螺母将第一壳体31固定在承压板2上,再通过人力转动安装板39,使安装板39在固定杆1的上端螺纹向下移动,直至,安装板39的下端外表面与第二壳体34的上端外表面相接触。当对此处边坡监测设备的安装完成后,由于在土层发生沉降时,固定杆1可以随着土层的沉降,在土层内部向下移动,在固定杆1向下移动的过程中,带动第二壳体34挤压第一弹簧32向靠近第一壳体31的方向移动,在移动的过程,33在第二壳体34的内部向上移动,通过设置激光传感器36,可以记录第一触片37与第二触片38之间的距离,从而记录土层沉降的距离,进行实时监测。通过设置第一触片37与第二触片38之间的距离大于土层正常沉降的距离,当土层发生非正常的沉降时,第一触片37与第二触片38相接触,发出电信号给控制系统,通过控制系统通过操作人员,此处检测点,即将发生危险沉降,保证操作人员可以及时的采取相关的措施。进而在需要对边坡进行沉降自动监测时,通过固定杆1在土中下降的距离,自动检测边坡发生沉降的距离,相比较采用埋设传感器的方法,不受限于传感器的使用寿命及埋设范围,相比较水准仪,不以人工检测为主,不会干扰交通,安全风险低,相比较全站仪或者具备三维扫描功能的全站仪,不受视野大小的影响,局限性低。且在实际使用的过程中,可以轻松的将第一监测机构3取下,且不需要人工对监测数据进行测量,降低人工成本,进而保证总体监测预警的效果与可靠性。Working principle: by setting the
在本发明的描述中,需要理解的是,术语“中心”、“前”、“后”、“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保护范围的限制。In describing the present invention, it is to be understood that the terms "center", "front", "rear", "vertical", "horizontal", "top", "bottom", "inner", "outer", etc. indicate The orientation or positional relationship is based on the orientation or positional relationship shown in the drawings, and is only for the convenience of describing the present invention and simplifying the description, rather than indicating or implying that the referred device or element must have a specific orientation or be configured in a specific orientation. and operation, and therefore cannot be construed as limiting the protection scope of the present invention.
以上显示和描述了本发明的基本原理、主要特征和优点。本行业的技术人员应该了解,本发明不受上述实施例的限制,上述实施例和说明书中描述的只是说明本发明的原理,在不脱离本发明精神和范围的前提下,本发明还会有各种变化和改进,这些变化和改进都落入要求保护的本发明范围内。本发明要求保护范围由所附的权利要求书及其等效物界定。The basic principles, main features and advantages of the present invention have been shown and described above. Those skilled in the industry should understand that the present invention is not limited by the above-mentioned embodiments. What are described in the above-mentioned embodiments and the description only illustrate the principle of the present invention. Without departing from the spirit and scope of the present invention, the present invention will also have Variations and improvements are possible, which fall within the scope of the claimed invention. The protection scope of the present invention is defined by the appended claims and their equivalents.
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Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2002329271A (en) * | 2001-02-27 | 2002-11-15 | East Japan Railway Co | Sediment collapse detection device |
CN207799868U (en) * | 2018-03-02 | 2018-08-31 | 严哲辉 | A kind of big steep-high rock slope excavation stability monitoring sophisticated equipment |
CN210071201U (en) * | 2019-07-31 | 2020-02-14 | 国家电网有限公司 | A kind of slope monitoring and early warning device |
CN213067543U (en) * | 2020-09-06 | 2021-04-27 | 湖南华咨工程咨询有限公司 | Environment-friendly and energy-saving early warning device applied to high slope monitoring |
CN213336579U (en) * | 2020-10-30 | 2021-06-01 | 中铁十六局集团路桥工程有限公司 | Slope stability monitoring anchor rod and anchor rod early warning system |
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Patent Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2002329271A (en) * | 2001-02-27 | 2002-11-15 | East Japan Railway Co | Sediment collapse detection device |
CN207799868U (en) * | 2018-03-02 | 2018-08-31 | 严哲辉 | A kind of big steep-high rock slope excavation stability monitoring sophisticated equipment |
CN210071201U (en) * | 2019-07-31 | 2020-02-14 | 国家电网有限公司 | A kind of slope monitoring and early warning device |
CN213067543U (en) * | 2020-09-06 | 2021-04-27 | 湖南华咨工程咨询有限公司 | Environment-friendly and energy-saving early warning device applied to high slope monitoring |
CN213336579U (en) * | 2020-10-30 | 2021-06-01 | 中铁十六局集团路桥工程有限公司 | Slope stability monitoring anchor rod and anchor rod early warning system |
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