CN206430721U - Slopes tilt rapid measurement device - Google Patents
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- CN206430721U CN206430721U CN201720125203.2U CN201720125203U CN206430721U CN 206430721 U CN206430721 U CN 206430721U CN 201720125203 U CN201720125203 U CN 201720125203U CN 206430721 U CN206430721 U CN 206430721U
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Abstract
Description
技术领域technical field
本实用新型属于坡体倾斜测量技术领域,具体涉及一种坡体倾斜快速测量装置。The utility model belongs to the technical field of slope inclination measurement, in particular to a rapid measurement device for slope inclination.
背景技术Background technique
坡体向斜运动即在地壳运动的强大挤压作用下,岩层会发生塑性变形,产生一系列的波状弯曲,坡体向斜运动往往带来山体滑坡等自然灾害,每次大的山体滑坡都会有一定的征兆,会出现小幅度的向下突变,这种突变人是感觉不到的,引起地面发生倾斜变化,这种突变长期积累势必造成不可预估的后果。因此,建立地面监测墩,对地面监测墩的倾斜变化测量有助于判断山体是否出现滑坡的一项重要依据。现有的坡体倾斜变化测量装置测量手段复杂,使用的仪器昂贵,因此,现如今缺少一种结构简单、体积小、成本低、设计合理、操作快捷的坡体倾斜快速测量装置,能够快速测量出坡体倾斜的方位角和倾角,为滑坡地质灾害和地表沉陷引起的地表倾斜的监测提供一种有效手段。Syncline movement of the slope body means that under the strong extrusion of the crustal movement, the rock strata will undergo plastic deformation and produce a series of wave-like bending. The syncline movement of the slope body often brings natural disasters such as landslides. Every time a large landslide will There are certain signs, and there will be a small downward mutation. This kind of mutation cannot be felt by humans, and it will cause the slope of the ground to change. The long-term accumulation of this mutation will inevitably cause unpredictable consequences. Therefore, the establishment of ground monitoring piers, and the measurement of the inclination changes of the ground monitoring piers are an important basis for judging whether landslides occur on the mountain body. The existing measuring devices for slope inclination change have complex measurement methods and expensive instruments. Therefore, there is a lack of a fast slope slope measuring device with simple structure, small size, low cost, reasonable design, and quick operation, which can quickly measure The azimuth and inclination angle of the inclination of the slope body provide an effective means for monitoring the surface inclination caused by landslide geological disasters and surface subsidence.
实用新型内容Utility model content
本实用新型所要解决的技术问题在于针对上述现有技术中的不足,提供一种坡体倾斜快速测量装置,其设计新颖合理,通过方位角测量机构直接观察坡体方位角变化,通过倾角测量机构中旋转平台的圆柱水准仪二等效旋转获取坡体地面监测墩倾角值,可快速、准确地获取坡体地面监测墩的倾斜方位角和倾斜值,进而分析出边坡的倾斜情况。The technical problem to be solved by the utility model is to provide a quick measurement device for slope inclination in view of the deficiencies in the above-mentioned prior art. Its design is novel and reasonable. The second equivalent rotation of the cylindrical level on the middle rotating platform obtains the inclination value of the slope ground monitoring pier, which can quickly and accurately obtain the inclination azimuth and inclination value of the slope ground monitoring pier, and then analyze the inclination of the slope.
为解决上述技术问题,本实用新型采用的技术方案是:坡体倾斜快速测量装置,其特征在于:包括安装在地面监测墩上的支架和安装在支架上的支撑框,以及设置在支撑框内用于测量坡体倾角变化的倾角测量机构和设置在支撑框顶端用于测量坡体方位角变化的方位角测量机构,所述方位角测量机构包括安装平台以及设置在安装平台上的圆水准气泡和罗盘,罗盘内设置有参考指针和指南针,安装平台通过多个调节螺栓固定在支撑框的顶端,所述倾角测量机构包括旋转平台和垂直安装在旋转平台上且带有刻度的表盘,以及两个与表盘所处平面垂直且相平行设置在旋转平台上的圆柱水准仪一,旋转平台的底端通过旋转螺栓转动安装在支撑框的内底面上,表盘的顶端设置有连接软管,连接软管穿过支撑框的顶板连接在安装平台的底部,连接软管穿过支撑框的延伸线与旋转螺栓的轴向中心线重合,表盘为中空环形结构,表盘的内圈设置有旋转环,旋转环的外圈上安装有旋转指针,旋转环的内圈沿直径方向对称设置有两个固定塞,两个固定塞上安装有圆柱水准仪二。In order to solve the above-mentioned technical problems, the technical solution adopted by the utility model is: a rapid measuring device for slope inclination, which is characterized in that it includes a bracket installed on the ground monitoring pier and a support frame installed on the bracket, and is arranged in the support frame An inclination measurement mechanism for measuring slope inclination changes and an azimuth measurement mechanism arranged on the top of the support frame for measuring slope azimuth changes, the azimuth measurement mechanism includes an installation platform and a circular level bubble set on the installation platform and a compass, the compass is provided with a reference pointer and a compass, and the installation platform is fixed on the top of the support frame through a number of adjusting bolts. A cylindrical level that is perpendicular to the plane where the dial is located and is parallel to it is set on the rotating platform. The bottom of the rotating platform is rotated and installed on the inner bottom surface of the support frame by rotating the bolt. The top of the dial is provided with a connecting hose. The top plate passing through the support frame is connected to the bottom of the installation platform. The extension line of the connecting hose passing through the support frame coincides with the axial center line of the rotating bolt. The dial is a hollow ring structure. The inner ring of the dial is provided with a rotating ring. A rotating pointer is installed on the outer ring of the rotating ring, and two fixed plugs are arranged symmetrically along the diameter direction on the inner ring of the rotating ring, and a cylindrical level two is installed on the two fixed plugs.
上述的坡体倾斜快速测量装置,其特征在于:所述旋转指针的长度小于表盘的环宽。The above-mentioned fast measuring device for slope inclination is characterized in that the length of the rotating pointer is smaller than the ring width of the dial.
上述的坡体倾斜快速测量装置,其特征在于:所述旋转指针所在的直线与圆柱水准仪二所在的直线垂直。The above-mentioned quick measuring device for slope inclination is characterized in that: the straight line where the rotating pointer is located is perpendicular to the straight line where the second cylinder level is located.
上述的坡体倾斜快速测量装置,其特征在于:所述调节螺栓的数量至少为三个。The above-mentioned quick measuring device for slope inclination is characterized in that the number of the adjusting bolts is at least three.
上述的坡体倾斜快速测量装置,其特征在于:所述地面监测墩的上表面与地面平行,旋转平台所在的平面与地面监测墩上表面所在的平面平行。The above-mentioned quick measuring device for slope inclination is characterized in that: the upper surface of the ground monitoring pier is parallel to the ground, and the plane where the rotating platform is located is parallel to the plane where the upper surface of the ground monitoring pier is located.
本实用新型与现有技术相比具有以下优点:Compared with the prior art, the utility model has the following advantages:
1、本实用新型采用的测量装置在支撑框上部安装方位角测量机构,采用指南针与参考指针配合快速获取地面监测墩倾斜的方向信息及其角度大小;在支撑框内部安装倾角测量机构,通过倾角测量机构中旋转平台的等效旋转获取坡体倾角变化,实现快捷方便。1. The measuring device used in the utility model is installed with an azimuth measuring mechanism on the upper part of the support frame, and uses a compass and a reference pointer to quickly obtain the direction information and angle of the inclination of the ground monitoring pier; The equivalent rotation of the rotating platform in the measuring mechanism obtains the slope angle change, which is quick and convenient.
2、本实用新型等效转动旋转平台,通过旋转平台所在面与地面监测墩上表面所在面的夹角计算原理,简单快速测量坡体倾角角度值,可靠稳定,使用效果好。2. The utility model is equivalent to a rotating rotating platform. Through the calculation principle of the included angle between the surface of the rotating platform and the upper surface of the ground monitoring pier, it can simply and quickly measure the inclination angle of the slope, which is reliable and stable, and has good use effect.
3、本实用新型原理简单,实现精度高,可快速判断坡体是否发生倾斜变化,并对变化的坡体倾斜方位角和倾角实现快速测量,为滑坡地质灾害和地表沉陷引起的地表倾斜的监测提供有效手段,成本低,便于推广使用。3. The principle of the utility model is simple, and the realization accuracy is high. It can quickly judge whether the slope changes, and realize the rapid measurement of the changing slope azimuth and inclination angle. An effective means is provided, the cost is low, and it is convenient to popularize and use.
综上所述,本实用新型操作简单,通过方位角测量机构直接观察坡体方位角变化,通过倾角测量机构中旋转平台的圆柱水准仪二等效旋转获取坡体地面监测墩倾角值,可快速、准确地获取坡体地面监测墩的倾斜方位角和倾斜值,进而分析出边坡的倾斜情况,便于推广使用。To sum up, the utility model is easy to operate. The azimuth change of the slope can be directly observed through the azimuth measuring mechanism, and the inclination value of the ground monitoring pier of the slope can be obtained through the double equivalent rotation of the cylinder level of the rotating platform in the inclination measuring mechanism, which can be quickly and efficiently Accurately obtain the inclination azimuth and inclination value of the slope ground monitoring pier, and then analyze the inclination of the slope, which is convenient for popularization and use.
下面通过附图和实施例,对本实用新型的技术方案做进一步的详细描述。The technical solutions of the present utility model will be further described in detail through the drawings and embodiments below.
附图说明Description of drawings
图1为本实用新型的结构示意图。Fig. 1 is the structural representation of the utility model.
图2为图1的右视图。Fig. 2 is a right side view of Fig. 1 .
图3为本实用新型方位角测量机构的俯视图。Fig. 3 is a top view of the azimuth angle measuring mechanism of the present invention.
图4为本实用新型倾角测量机构的初始状态示意图。Fig. 4 is a schematic diagram of the initial state of the inclination measuring mechanism of the present invention.
图5为本实用新型倾角测量机构的使用状态示意图。Fig. 5 is a schematic diagram of the use state of the inclination measuring mechanism of the present invention.
附图标记说明:Explanation of reference signs:
1—支架; 2—支撑框; 3—安装平台;1—bracket; 2—support frame; 3—installation platform;
4—调节螺栓; 5—罗盘; 6—圆水准气泡;4—adjusting bolt; 5—compass; 6—circular level bubble;
7—连接软管; 8—旋转指针; 9—表盘;7—connecting hose; 8—rotating pointer; 9—dial;
10—旋转环; 11—圆柱水准仪一; 12—旋转平台;10—rotating ring; 11—cylindrical level one; 12—rotating platform;
13—旋转螺栓; 14—圆柱水准仪二; 15—固定塞;13—rotating bolt; 14—cylindrical level two; 15—fixed plug;
16—参考指针; 17—指南针; 18—地面监测墩。16—reference pointer; 17—compass; 18—ground monitoring pier.
具体实施方式detailed description
如图1、图2和图3所示,本实用新型所述的一种坡体倾斜快速测量装置,包括安装在地面监测墩18上的支架1和安装在支架1上的支撑框2,以及设置在支撑框2内用于测量坡体倾角变化的倾角测量机构和设置在支撑框2顶端用于测量坡体方位角变化的方位角测量机构,所述方位角测量机构包括安装平台3以及设置在安装平台3上的圆水准气泡6和罗盘5,罗盘5内设置有参考指针16和指南针17,安装平台3通过多个调节螺栓4固定在支撑框2的顶端,所述倾角测量机构包括旋转平台12和垂直安装在旋转平台12上且带有刻度的表盘9,以及两个与表盘9所处平面垂直且相平行设置在旋转平台12上的圆柱水准仪一11,旋转平台12的底端通过旋转螺栓13转动安装在支撑框2的内底面上,表盘9的顶端设置有连接软管7,连接软管7穿过支撑框2的顶板连接在安装平台3的底部,连接软管7穿过支撑框2的延伸线与旋转螺栓13的轴向中心线重合,表盘9为中空环形结构,表盘9的内圈设置有旋转环10,旋转环10的外圈上安装有旋转指针8,旋转环10的内圈沿直径方向对称设置有两个固定塞15,两个固定塞15上安装有圆柱水准仪二14。As shown in Fig. 1, Fig. 2 and Fig. 3, a kind of slope body inclination rapid measuring device described in the utility model includes a bracket 1 installed on the ground monitoring pier 18 and a support frame 2 installed on the bracket 1, and The inclination measurement mechanism that is arranged in the support frame 2 for measuring the change of the inclination angle of the slope and the azimuth measurement mechanism that is arranged on the top of the support frame 2 for measuring the change of the azimuth angle of the slope, the azimuth measurement mechanism includes an installation platform 3 and a set The circular level bubble 6 and the compass 5 on the installation platform 3 are provided with a reference pointer 16 and a compass 17 in the compass 5, and the installation platform 3 is fixed on the top of the support frame 2 by a plurality of adjusting bolts 4, and the inclination measuring mechanism includes a rotating Platform 12 and vertically installed on the rotary platform 12 and the dial 9 with scale, and two cylinder levels 11 that are vertical and parallel to the plane where the dial 9 is located on the rotary platform 12, the bottom end of the rotary platform 12 passes through The rotating bolt 13 is installed on the inner bottom surface of the support frame 2, and the top of the dial 9 is provided with a connecting hose 7, which passes through the top plate of the supporting frame 2 and is connected to the bottom of the installation platform 3, and the connecting hose 7 passes through The extension line of the support frame 2 coincides with the axial center line of the rotating bolt 13, the dial 9 is a hollow ring structure, the inner ring of the dial 9 is provided with a rotating ring 10, and the outer ring of the rotating ring 10 is equipped with a rotating pointer 8, and the rotating ring The inner ring of 10 is provided with two fixed plugs 15 symmetrically along the diameter direction, and a cylindrical level 2 14 is installed on the two fixed plugs 15 .
本实施例中,所述地面监测墩18的上表面与地面平行,旋转平台12所在的平面与地面监测墩18上表面所在的平面平行。In this embodiment, the upper surface of the ground monitoring pier 18 is parallel to the ground, and the plane where the rotating platform 12 is located is parallel to the plane where the upper surface of the ground monitoring pier 18 is located.
本实施例中,支架1安装在地面监测墩18上将测量装置固定在地面监测墩18上,防止测量装置移动,地面监测墩18上表面呈水平修建,地面监测墩18倾斜的方位角和倾角即为坡体倾斜的方位角和倾角,优选的,支撑框2可采用上下平行的两个支撑板一和竖向连接两个支撑板一的支撑板二组成,所述方位角测量机构设置在支撑框2顶端即设置在位于相平行的两个支撑板一的上侧支撑板一上,是为了便于测量者直接观察坡体是否发生了倾斜,以便及时察觉滑坡地质灾害和地表沉陷地质灾害,进而分析出边坡的倾斜情况,为地质灾害发生争取疏散时间,所述倾角测量机构设置在两个支撑板一之间,限定了所述倾角测量机构结构大小,旋转螺栓13转动安装在支撑框2的内底面上即下侧支撑板一上是为了给所述倾角测量机构提供下部旋转点,连接软管7穿过支撑框2的顶板即穿过上侧支撑板一是为了给所述倾角测量机构提供上部旋转点,连接软管7穿过支撑框2的延伸线与旋转螺栓13的轴向中心线重合限定了所述倾角测量机构转动的旋转轴,从而确定了所述倾角测量机构的安装位置;In this embodiment, the support 1 is installed on the ground monitoring pier 18 to fix the measuring device on the ground monitoring pier 18 to prevent the measuring device from moving. The upper surface of the ground monitoring pier 18 is built horizontally. That is the azimuth and inclination angle of the slope, preferably, the support frame 2 can be composed of two support plates 1 parallel up and down and a support plate 2 vertically connecting the two support plates 1, and the azimuth measuring mechanism is arranged on The top of the support frame 2 is set on the upper support plate one of the two parallel support plates one, so that the surveyor can directly observe whether the slope has tilted, so as to detect landslide geological disasters and surface subsidence geological disasters in time. Then analyze the inclination of the slope, and strive for evacuation time for the occurrence of geological disasters. The inclination measuring mechanism is arranged between two support plates, which limits the structural size of the inclination measuring mechanism. The rotating bolt 13 is rotatably installed on the supporting frame On the inner bottom surface of 2, that is, the lower support plate is to provide the lower rotation point for the inclination measuring mechanism, and the connecting hose 7 passes through the top plate of the support frame 2, which is to pass through the upper support plate. The measuring mechanism provides the upper rotation point, and the extension line of the connecting hose 7 passing through the support frame 2 coincides with the axial center line of the rotating bolt 13 to define the rotation axis of the rotation of the inclination measuring mechanism, thereby determining the rotation axis of the inclination measuring mechanism. installation location;
所述方位角测量机构包括安装平台3以及设置在安装平台3上的圆水准气泡6和罗盘5,参考指针16和指南针17设置在罗盘5内,安装平台3的设置是为了进一步调节所述倾角测量机构的安装状态,确保所述倾角测量机构安装水平,防止圆水准气泡6和罗盘5直接安装在上侧支撑板一上而无法单独调节所述倾角测量机构的安装状态,减少安装时间并减少测量误差,从而将测量地面监测墩18倾斜的方位角转化为测量罗盘5方位角,由于罗盘5自身带有角度刻度,参考指针16和指南针17配合测量的地面监测墩18初始方位角α得以确定;Described azimuth measurement mechanism comprises installation platform 3 and the circular level bubble 6 that is arranged on installation platform 3 and compass 5, and reference pointer 16 and compass 17 are arranged in compass 5, and the setting of installation platform 3 is in order to further adjust described inclination angle The installation state of the measuring mechanism ensures that the installation of the inclination measuring mechanism is horizontal, prevents the circular level bubble 6 and the compass 5 from being directly installed on the upper support plate 1 and cannot separately adjust the installation state of the inclination measuring mechanism, reduces installation time and reduces Measurement error, thereby converting the azimuth angle of measuring the inclination of the ground monitoring pier 18 into measuring the azimuth angle of the compass 5, since the compass 5 itself has an angle scale, the initial azimuth α of the ground monitoring pier 18 measured by the reference pointer 16 and the compass 17 can be determined ;
带有刻度的表盘9垂直安装在旋转平台12上,两个相平行设置在旋转平台12上的圆柱水准仪一11与表盘9所处平面垂直。表盘9设置为中空环形结构是为了使其内圈上的旋转环10沿表盘9的径向转动,从而确定旋转环10的外圈上的旋转指针8的转动轨迹,两个固定塞15沿旋转环10的内圈直径方向对称设置是为了方便圆柱水准仪二14的安装,同时确定了圆柱水准仪二14与表盘9共面,两个圆柱水准仪一11与表盘9所处平面垂直是为了垂直于表盘9所在面上的任何一条直线,圆柱水准仪二14位于表盘9所处平面内,从而确定了圆柱水准仪一11与圆柱水准仪二14垂直,测量者调节相互垂直的圆柱水准仪一11与圆柱水准仪二14均达到水平是为了调节旋转平台12所在平面水平,从而将测量地面监测墩18倾斜的倾角转化为测量旋转平台12的倾角,进而分析出边坡的倾斜情况。The dial 9 with the scale is installed vertically on the rotating platform 12, and two cylinder levels-11 arranged in parallel on the rotating platform 12 are perpendicular to the plane where the dial 9 is located. The dial 9 is set as a hollow ring structure in order to rotate the rotating ring 10 on the inner ring along the radial direction of the dial 9, so as to determine the rotation track of the rotating pointer 8 on the outer ring of the rotating ring 10, and the two fixed plugs 15 rotate along the The diameter direction of the inner ring of the ring 10 is set symmetrically in order to facilitate the installation of the cylindrical level 2 14, and at the same time it is determined that the cylindrical level 2 14 is coplanar with the dial 9, and the plane where the two cylindrical levels 11 and the dial 9 are located is perpendicular to the dial 9. For any straight line on the surface where 9 is located, cylindrical level 2 14 is located in the plane where dial 9 is located, thereby determining that cylindrical level 1 11 is perpendicular to cylindrical level 2 14, and the measurer adjusts the mutually perpendicular cylindrical level 1 11 and cylindrical level 2 14 The purpose of reaching the level is to adjust the level of the plane where the rotating platform 12 is located, so as to convert the inclination angle of the measured ground monitoring pier 18 into the inclination angle of the rotating platform 12, and then analyze the inclination of the slope.
本实施例中,所述调节螺栓4的数量至少为三个。In this embodiment, the number of the adjusting bolts 4 is at least three.
两个支撑板一(上侧支撑板一和下侧支撑板一)相平行设置是为了给设置在上侧支撑板一上的所述方位角测量机构和设置在两个支撑板一之间的所述倾角测量机构提供安装基础,避免由于安装基础不同为测量工作引入较大误差,减少调节水平的时间,调节螺栓4的数量采用三个,便于安装平台3快速调节水平同时减少自重,通过圆水准气泡6快速观察安装平台3水平状态。Two support plates one (upper support plate one and lower side support plate one) are arranged in parallel in order to provide the azimuth measurement mechanism arranged on the upper support plate one and the azimuth angle measurement mechanism arranged between the two support plates one The inclination measuring mechanism provides an installation base, which avoids the introduction of large errors in the measurement work due to different installation bases, and reduces the time for adjusting the level. The number of adjustment bolts 4 is three, which is convenient for the installation platform 3 to quickly adjust the level while reducing its own weight. The level bubble 6 quickly observes the horizontal state of the installation platform 3 .
本实施例中,所述旋转指针8的长度小于表盘9的环宽。旋转指针8在表盘9的环宽内指示数据,所述旋转指针8的安装位置限定其长度小于表盘9的环宽,避免旋转环10转动时旋转指针8碰撞表盘9。In this embodiment, the length of the rotating pointer 8 is smaller than the ring width of the dial 9 . The rotating pointer 8 indicates data within the ring width of the dial 9, and the installation position of the rotating pointer 8 limits its length to be smaller than the ring width of the dial 9, so as to prevent the rotating pointer 8 from colliding with the dial 9 when the rotating ring 10 rotates.
本实施例中,所述旋转指针8所在的直线与圆柱水准仪二14所在的直线垂直。在所述倾角测量机构调平时,调节圆柱水准仪二14处于水平状态,实际使用中,由于带有刻度的表盘9垂直安装在旋转平台12上,设定表盘9中刻度对称,因此0位置位于表盘9上部中间位置,旋转指针8指向0位置时圆柱水准仪二14正好水平,降旋转指针8指向0位置快捷简单,便于快速调节圆柱水准仪二14水平。In this embodiment, the straight line where the rotating pointer 8 is located is perpendicular to the straight line where the cylindrical level 2 14 is located. When the inclination measuring mechanism is leveled, the cylinder level 2 14 is adjusted to be in a horizontal state. In actual use, since the dial 9 with the scale is vertically installed on the rotating platform 12, the scale in the dial 9 is set to be symmetrical, so the 0 position is located on the dial. 9 In the middle position of the upper part, when the rotating pointer 8 points to the 0 position, the cylindrical level 2 14 is just level, and the lowering the rotating pointer 8 points to 0 position is fast and simple, which is convenient for quickly adjusting the level of the cylindrical level 2 14.
本实用新型的使用方法为:在坡体边缘位置向下钻孔并向孔内浇筑混凝土形成与坡体连接的地面监测墩18;修建的地面监测墩18初始时上表面水平,便于在发生坡体倾斜时测量地面监测墩18上表面倾斜情况,从而测量出坡体的倾斜情况;将测量装置安装在地面监测墩18上,固定支架1;通过旋转螺栓13调节圆柱水准仪一11中气泡沿下降方向移动直至气泡居中为止,通过调节旋转环10使旋转指针8位于0位置;通过旋转调节螺栓4使圆水准气泡6居中;待测量装置调平后,记录当前指南针17的N方向与罗盘5的相对位置,同时记录当前参考指针16和指南针17的N方向的逆时针方向的夹角,确定坡体初始方位角α;观察坡体初始方位角α和圆柱水准仪二14中气泡是否发生偏移,当坡体初始方位角α和圆柱水准仪二14中气泡未发生偏移时,说明坡体未发生倾斜变化,继续观察测量装置变化;当坡体初始方位角α和圆柱水准仪二14中气泡发生偏移时,说明坡体发生倾斜变化,记录坡体倾斜后指南针17与罗盘5的相对位置,同时记录坡体倾斜后参考指针16和指南针17的N方向逆时针方向的夹角,确定坡体倾斜后方位角α',根据公式Δα=α-α',计算坡体方位角变化量Δα,得到坡体偏移指南针17的N方向角度,坡体偏移指南针17的N方向角度为坡体偏移方位角;通过旋转螺栓13转动旋转平台12在其所在平面内沿圆柱水准仪一11中水准气泡沿下降方向旋转,并保持旋转平台12所在的平面与坡体倾斜后的地面监测墩18上表面所在的平面相对位置不变,直至两个相平行设置的圆柱水准仪一11中气泡居中后停止旋转平台12的转动,此时,两个圆柱水准仪一11中气泡居中且旋转指针8位于0位置,圆柱水准仪二14的气泡不居中;转动旋转环10直至圆柱水准仪二14中气泡居中,此时旋转指针8指向表盘9上的刻度为圆柱水准仪二14转过的角度,圆柱水准仪二14转过的角度为坡体倾斜后倾角β。The use method of the present utility model is as follows: drill holes downward at the edge of the slope and pour concrete into the hole to form a ground monitoring pier 18 connected with the slope; the upper surface of the built ground monitoring pier 18 is initially horizontal, which is convenient When the body is inclined, measure the inclination of the upper surface of the ground monitoring pier 18, thereby measuring the inclination of the slope body; install the measuring device on the ground monitoring pier 18, and fix the bracket 1; adjust the cylinder level by rotating the bolt 13. Move in the direction until the bubble is centered, adjust the rotating ring 10 so that the rotating pointer 8 is at the 0 position; rotate the adjusting bolt 4 to center the circular level bubble 6; after the measuring device is leveled, record the current N direction of the compass 17 and the direction of the compass 5 Relative position, record the included angle of the counterclockwise direction of the N direction of current reference pointer 16 and compass 17 simultaneously, determine slope body initial azimuth angle α; Observe whether the bubble in the slope body initial azimuth angle α and cylindrical level two 14 shifts, When the initial azimuth α of the slope body and the air bubbles in the second 14 of the cylindrical level do not deviate, it means that the slope does not change in inclination, and continue to observe the changes of the measuring device; Time shifting indicates that the slope changes, and the relative position of the compass 17 and the compass 5 after the slope is recorded is recorded, and the angle between the reference pointer 16 and the counterclockwise direction of the compass 17 in the N direction is recorded at the same time to determine the slope. Back azimuth α', according to the formula Δα=α-α', calculate slope body azimuth variation Δα, obtain the N direction angle of slope body deviation compass 17, the N direction angle of slope body deviation compass 17 is slope body deviation Shift the azimuth angle; rotate the rotating platform 12 by rotating the bolt 13 in its plane along the level bubble in the cylinder level-11 and rotate along the descending direction, and keep the plane where the rotating platform 12 is located and the slope body inclined ground monitoring pier 18 upper surface The relative position of the plane remains unchanged until the rotation of the rotating platform 12 is stopped until the air bubbles in the two parallel cylindrical levels-11 are centered. At this time, the bubbles in the two cylindrical levels-11 are centered and the rotating pointer 8 is at 0 position. The bubble of the cylinder level 2 14 is not centered; turn the rotating ring 10 until the bubble in the cylinder level 2 14 is in the center, at this time, the rotating pointer 8 points to the scale on the dial 9 is the angle that the cylinder level 2 14 has turned, and the cylinder level 2 14 has turned the angle The angle is the inclination angle β of the slope body.
实际测量坡体倾斜后倾角β时,如图4和图5所示,测量地面监测墩18方位角变化时伴随着地面监测墩18的倾角变化,地面监测墩18的倾角为地面监测墩18上表面所在的平面与水平地面所在的平面的夹角,面与面的夹角为两个面内各引一条直线垂直于交线,并且交于交线上同一点,这两条直线的夹角即为面与面的夹角,由于旋转平台12实时平行于地面监测墩18上表面,获取旋转平台12与水平面的夹角即可求得地面监测墩18的倾角,由于地面监测墩18随着坡体倾斜,旋转平台12上的两个圆柱水准仪一11中的气泡以及圆柱水准仪二14中的气泡均发生了偏移,通过旋转螺栓13转动旋转平台12在其所在平面内旋转,直至相平行的两个圆柱水准仪一11水平,此时两个圆柱水准仪一11中的一个圆柱水准仪一11位于高位保持水平,两个圆柱水准仪一11中的另一个圆柱水准仪一11位于低位保持水平,且两个圆柱水准仪一11水平位置唯一,由于水平面上任何一条直线均呈水平状态,旋转平台12的延伸线与水平面相交的交线势必呈水平状态,因此位于低位且保持水平的圆柱水准仪一11可视为旋转平台12所在平面与水平面的交线,随表盘9倾斜的圆柱水准仪二14垂直于位于低位且保持水平的圆柱水准仪一11,此时,转动旋转环10使圆柱水准仪二14水平,由于表盘9垂直安装在旋转平台12上,调节水平后的圆柱水准仪二14可视为水平面上一条直线垂直于位于低位且保持水平的圆柱水准仪一11,因此,圆柱水准仪二14转过的角度为地面监测墩18的倾角,地面监测墩18的倾角即为坡体倾斜后倾角β,通过测量得到的坡体倾斜后方位角和倾角可反映边坡的倾斜情况。When actually measuring the inclination angle β of the slope body, as shown in Figure 4 and Figure 5, the inclination angle of the ground monitoring pier 18 is accompanied by the change of the azimuth angle of the ground monitoring pier 18 when measuring the ground monitoring pier 18, and the inclination angle of the ground monitoring pier 18 is The included angle between the plane where the surface is located and the plane where the horizontal ground is located. That is, the angle between surfaces. Since the rotating platform 12 is parallel to the upper surface of the ground monitoring pier 18 in real time, the inclination angle of the ground monitoring pier 18 can be obtained by obtaining the angle between the rotating platform 12 and the horizontal plane. Since the ground monitoring pier 18 follows the The slope body is tilted, and the air bubbles in the two cylinder level one 11 and the cylinder level two 14 on the rotating platform 12 are offset, and the rotating platform 12 is rotated in its plane by rotating the bolt 13 until it is parallel The two cylinder levels one 11 are horizontal, at this moment, one cylinder level one 11 in the two cylinder levels one 11 is positioned at a high position to maintain the level, and the other cylinder level one 11 in the two cylinder levels one 11 is positioned at a low position to maintain the level, and both The horizontal position of the cylindrical level-11 is unique. Since any straight line on the horizontal plane is in a horizontal state, the intersection line between the extension line of the rotating platform 12 and the horizontal plane must be in a horizontal state, so the cylindrical level-11 located at a low position and kept horizontal can be seen. It is the intersection line between the plane where the rotating platform 12 is located and the horizontal plane. The cylindrical level 2 14 inclined with the dial 9 is perpendicular to the cylindrical level 1 11 that is positioned at a low position and remains horizontal. At this time, turn the rotating ring 10 to make the cylindrical level 2 14 horizontal. 9. Installed vertically on the rotating platform 12, the leveled cylindrical level 2 14 can be regarded as a straight line on the horizontal plane perpendicular to the low and horizontal cylindrical level 1 11. Therefore, the angle at which the cylindrical level 2 14 turns is ground monitoring The inclination angle of the pier 18, the inclination angle of the ground monitoring pier 18 is the inclination angle β of the slope body, and the azimuth and inclination angle obtained through the measurement can reflect the inclination of the slope.
以上所述,仅是本实用新型的较佳实施例,并非对本实用新型作任何限制,凡是根据本实用新型技术实质对以上实施例所作的任何简单修改、变更以及等效结构变化,均仍属于本实用新型技术方案的保护范围内。The above are only preferred embodiments of the present utility model, and are not intended to limit the present utility model. Any simple modifications, changes and equivalent structural changes made to the above embodiments according to the technical essence of the present utility model still belong to Within the scope of protection of the technical solution of the utility model.
Claims (5)
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106705939A (en) * | 2017-02-10 | 2017-05-24 | 西安科技大学 | Device and method for quickly measuring slope inclination |
| CN112729077A (en) * | 2020-12-10 | 2021-04-30 | 中建八局第一建设有限公司 | Tower crane perpendicularity real-time monitor |
| CN115962719A (en) * | 2023-03-16 | 2023-04-14 | 安格利(成都)仪器设备有限公司 | Measuring instrument |
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Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106705939A (en) * | 2017-02-10 | 2017-05-24 | 西安科技大学 | Device and method for quickly measuring slope inclination |
| CN106705939B (en) * | 2017-02-10 | 2022-09-13 | 西安科技大学 | Slope inclination rapid measurement device and method |
| CN112729077A (en) * | 2020-12-10 | 2021-04-30 | 中建八局第一建设有限公司 | Tower crane perpendicularity real-time monitor |
| CN112729077B (en) * | 2020-12-10 | 2022-08-02 | 中建八局第一建设有限公司 | Tower crane perpendicularity real-time monitor |
| CN115962719A (en) * | 2023-03-16 | 2023-04-14 | 安格利(成都)仪器设备有限公司 | Measuring instrument |
| CN115962719B (en) * | 2023-03-16 | 2023-06-13 | 安格利(成都)仪器设备有限公司 | Measuring instrument |
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