CN204479063U - A kind of tunnel survey equipment - Google Patents
A kind of tunnel survey equipment Download PDFInfo
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Abstract
本实用新型公开了一种隧道测量设备,该设备包括测量记录主体,所述的测量记录主体上设有定位机构、测量机构和记录机构,定位机构沿竖直方向设置在测量记录主体的顶部,定位机构、测量机构和记录机构依次沿同一直线设置;所述的定位机构确定本设备在隧道路面上的放置位置,所述的测量机构以隧道的拱顶测点为基准进行隧道周边收敛测点的定位,所述的记录机构记录测量机构定位的顶部测点和周边收敛测点的位置;采用本实用新型的测量设备可以有效的解决隧道破坏及测量不准确的问题,同时该设备小巧精致,方便携带,操作简单,成本低廉,在数据处理方面也较方便。
The utility model discloses a tunnel measurement device. The device comprises a measurement record main body. The measurement record main body is provided with a positioning mechanism, a measurement mechanism and a recording mechanism. The positioning mechanism is vertically arranged on the top of the measurement record main body. The positioning mechanism, the measuring mechanism and the recording mechanism are set along the same straight line in turn; the positioning mechanism determines the placement position of the equipment on the tunnel road surface, and the measuring mechanism uses the vault measuring point of the tunnel as a reference to measure the convergent measuring points around the tunnel Positioning, the recording mechanism records the positions of the top measuring point and the surrounding convergence measuring point positioned by the measuring mechanism; the measuring device of the present utility model can effectively solve the problems of tunnel damage and inaccurate measurement, and at the same time, the device is small and exquisite, It is easy to carry, easy to operate, low in cost, and convenient in data processing.
Description
技术领域technical field
本实用新型属于隧道施工监控量测领域,特别涉及一种隧道测量设备。The utility model belongs to the field of tunnel construction monitoring and measuring, in particular to a tunnel measuring device.
背景技术Background technique
传统监控量测中,拱顶下沉量通常在周边收敛測量一断面的拱顶轴线处设1个带钩的测桩来吊挂钢卷尺,用精密水准仪量测隧道拱顶绝对下沉量。收敛是隧道周边相对方向两个固定点连线上的相对位移值,它是隧道开挖所引起围岩变形最直观的表现,采用收敛仪进行量測。隧道开挖瀑破后在隧道两侧边墙、拱腰水平方向埋设测杆或球头测桩,埋设深度约为2(T30mm,钻孔直径为4(T50mm,用快凝水泥固定。在传统方法中拱顶沉降和收敛观测都是需要埋设带挂钩的点来实现观测的,在进行拱顶沉降观测时,因为隧道在衬砌前一般净空高度在8米左右,因此观测时卷尺很难挂上去;另外,隧道施工一般会遇到较多的地下水造成前期洞内泥泞较多对水准仪转点精度造成影响,以及钢卷尺变形、受力、挂钩位置不同等因素也会对观测精度造成影响。同样对于收敛观測,隧道采用分台阶开挖法时,因开挖出第一个台阶时,就需要开始观测,当下台阶挖出后就面临着不借助机械设备就无法将收敛仪挂上测点的尴尬,同时因为收敛仪的尺子受重力影响下垂及受カ的影响造成精度不够无法准确分析出围岩情况的結果。In traditional monitoring and measurement, the settlement of the vault is usually measured around the convergence of a section. A measuring pile with a hook is installed at the axis of the vault to hang the steel tape, and the absolute settlement of the tunnel vault is measured with a precision level. Convergence is the relative displacement value on the line connecting two fixed points in opposite directions around the tunnel. It is the most intuitive manifestation of the surrounding rock deformation caused by tunnel excavation. It is measured by a convergence meter. After the tunnel is excavated and broken, measure rods or ball-end test piles are buried in the horizontal direction of the side walls and arch waist on both sides of the tunnel. In the method, both vault settlement and convergence observation need to bury points with hooks to realize the observation. When performing vault settlement observation, because the tunnel usually has a clearance height of about 8 meters before the lining, it is difficult to hang the tape measure on it during observation. In addition, tunnel construction will generally encounter more groundwater, which will cause more mud in the tunnel in the early stage, which will affect the accuracy of the turning point of the level gauge, and factors such as deformation of the steel tape, stress, and different hook positions will also affect the observation accuracy. Similarly For convergence observation, when the tunnel is excavated by steps, the observation needs to be started when the first step is excavated. After the lower step is dug out, the convergence meter cannot be hung on the measuring point without the help of mechanical equipment. Embarrassment, at the same time because the ruler of the convergent meter is affected by gravity and sagging and the influence of force, the precision is not enough to accurately analyze the result of the surrounding rock situation.
尤其是周边收敛测点的破坏问题严重,测点经常被破坏,不利于数据的采集和数据的完整性,同时传统的采用收敛仪或者全站仪都存在弊端,收敛仪使用起来不方便,一般要两个人配合,数据误差也较大。使用全站仪,仪器较为笨重且昂贵,成本高。In particular, the destruction of the surrounding convergence measurement points is serious. The measurement points are often destroyed, which is not conducive to data collection and data integrity. At the same time, there are disadvantages in the traditional use of convergence instruments or total stations. It takes two people to cooperate, and the data error is also relatively large. Using a total station, the instrument is bulky and expensive, and the cost is high.
现场监控量测目的:是监视围岩稳定,检验设计与施工是否合理及安全的重要手段,是新奥法施工的重要组成部分。把量测信息及时反馈到设计和施工中去,对初期支护,二次衬砌的施工方法做出修正,可以达到安全、快速的施工目的。监控量测也是施工管理中的一个重要环节,是施工安全和质量的保障。The purpose of on-site monitoring and measurement: it is an important means to monitor the stability of surrounding rocks and check whether the design and construction are reasonable and safe, and it is an important part of the new Austrian method of construction. Feedback the measurement information to the design and construction in time, and make corrections to the construction methods of primary support and secondary lining, so as to achieve safe and rapid construction. Monitoring and measurement is also an important link in construction management, and it is the guarantee of construction safety and quality.
发明内容Contents of the invention
针对现有技术的缺陷和不足,本实用新型解决了在进行隧道数据测量时隧道周边的收敛测点容易被损坏的问题,从而提供了一种测量简单的隧道测量设备。Aiming at the defects and deficiencies of the prior art, the utility model solves the problem that the convergent measuring points around the tunnel are easily damaged when the tunnel data is measured, thereby providing a tunnel measuring device with simple measurement.
为解决上述问题,本实用新型采取的技术方案为:In order to solve the problems referred to above, the technical scheme that the utility model takes is:
一种隧道测量设备,该设备包括测量记录主体,所述的测量记录主体上设有定位机构、测量机构和记录机构,定位机构沿竖直方向设置在测量记录主体的顶部,定位机构、测量机构和记录机构依次沿同一直线设置;A tunnel measurement device, the device includes a measurement record body, the measurement record body is provided with a positioning mechanism, a measurement mechanism and a recording mechanism, the positioning mechanism is arranged on the top of the measurement record body along the vertical direction, the positioning mechanism, the measurement mechanism and the recording mechanism are arranged along the same straight line in sequence;
所述的定位机构确定本设备在隧道路面上的放置位置,所述的测量机构以隧道的拱顶测点为基准进行隧道周边收敛测点的定位,所述的记录机构记录测量机构定位的顶部测点和周边收敛测点的位置。The positioning mechanism determines the placement position of the device on the tunnel road surface, the measuring mechanism locates the convergent measuring point around the tunnel with the vault measuring point of the tunnel as the reference, and the recording mechanism records the top position of the measuring mechanism. The location of the survey point and surrounding convergent survey points.
具体的,所述的定位机构包括垂直设置在测量记录主体顶部的第一光发射器,且第一光发射器的光斑能沿竖向与隧道拱顶测点重合。Specifically, the positioning mechanism includes a first light emitter vertically arranged on the top of the measurement and recording body, and the light spot of the first light emitter can vertically coincide with the tunnel vault measuring point.
更具体的,所述的测量机构包括第二光发射器、第三光发射器和第四光发射器,第二光发射器发射的光线光斑能与第一光发射器光斑所重合的隧道拱顶测点相邻的待测拱顶测点重合,第三光发射器发射的光线光斑能与隧道一侧的待测周边收敛测点重合,第四光发射器的光斑能与隧道另一侧的待测周边收敛测点重合。More specifically, the measuring mechanism includes a second light emitter, a third light emitter and a fourth light emitter, and the light spot emitted by the second light emitter can coincide with the tunnel arch of the light spot of the first light emitter. The vault measurement point adjacent to the top measurement point coincides, the light spot emitted by the third light emitter can coincide with the convergence measurement point to be measured on one side of the tunnel, and the light spot of the fourth light emitter can coincide with the other side of the tunnel. The convergence measuring points around the to-be-measured coincide.
另外,所述的测量机构的底部设置调节杆,调节杆沿垂直于定位机构的方向设置。In addition, an adjusting rod is arranged at the bottom of the measuring mechanism, and the adjusting rod is arranged along a direction perpendicular to the positioning mechanism.
进一步,所述的记录机构为照相机。Further, the recording mechanism is a camera.
更进一步的,该设备还包括支撑座和转盘,所述的测量记录主体放置在转盘上,转盘安装在支撑座上,测量记录主体通过转盘可进行水平的圆周运动。Further, the device also includes a support base and a turntable, the measurement recording body is placed on the turntable, the turntable is installed on the support base, and the measurement recording body can perform horizontal circular motion through the turntable.
相对于现有技术,本实用新型具有以下优点:Compared with the prior art, the utility model has the following advantages:
(1)本实用新型通过光线的长距离传播,利用隧道拱顶测点与周边收敛测点之间的位置关系进行各个光源的设置,通过照片记录光源的光斑点的位置从而实现对隧道拱顶测点及周边收敛测点的距离测量;(1) Through the long-distance transmission of light, the utility model uses the positional relationship between the tunnel vault measuring point and the surrounding convergence measuring point to set up each light source, and records the position of the light spot of the light source through photos to realize the tunnel vault. Distance measurement of measuring points and surrounding convergent measuring points;
(2)而采用隧道拱顶下沉和周边收敛测量系统则可以有效的解决以上问题。同时该实用新型的仪器设备小巧精致,方便携带,操作简单,成本低廉,在数据处理方面也较方便。(2) The above problems can be effectively solved by adopting tunnel vault sinking and peripheral convergence measurement system. Simultaneously, the instrument and equipment of the utility model are small and exquisite, easy to carry, easy to operate, low in cost, and convenient in data processing.
附图说明Description of drawings
图1为本实用新型的拱顶周边测量设备的正视图;Fig. 1 is the front view of the measuring equipment around the vault of the utility model;
图2为本实用新型的拱顶周边测量设备的俯视图;Fig. 2 is the plan view of the measuring equipment around the vault of the utility model;
图3为本实用新型的拱顶周边测量设备的后视图;Fig. 3 is the back view of the measuring equipment around the vault of the utility model;
图4为实施例二中的数学模型模拟图;Fig. 4 is the mathematical model simulation figure among the embodiment two;
图5为实施例二中的数学模型模拟图;Fig. 5 is the mathematical model simulation figure among the embodiment two;
图6为实施例三中的实际一次测量模拟记录图;Fig. 6 is the actual one-time measurement simulation recording figure in embodiment three;
图7为实施例三中的实际二次测量模拟记录图;Fig. 7 is the actual secondary measurement simulation recording figure in embodiment three;
图中各标号表示为:1-测量记录主体、101-定位机构、1011-第一光发射器、102-测量机构、1021-第二光发射器、1022-第三光发射器、1023-第四光发射器、103-记录机构、104-操作屏幕、105-调节杆、2-支撑座、201-转盘;The symbols in the figure are represented as: 1-measuring recording body, 101-positioning mechanism, 1011-first light emitter, 102-measurement mechanism, 1021-second light emitter, 1022-third light emitter, 1023-the first Four light emitters, 103-recording mechanism, 104-operating screen, 105-adjusting lever, 2-support seat, 201-turntable;
以下结合说明书附图和具体实施方式对本实用新型做具体说明。The utility model is described in detail below in conjunction with the accompanying drawings and specific embodiments.
具体实施方式Detailed ways
本实用新型的隧道测量设备包括测量记录主体,测量记录主体上设有定位机构、测量机构和记录机构,定位机构确定本设备在隧道路面上的放置位置,测量机构以隧道的拱顶测点为基准进行隧道周边收敛测点的定位,记录机构记录测量机构定位的顶部测点和周边收敛测点的位置;通过定位、测量和记录三个步骤的配合,在仅需要确定一个拱顶测点时,即能得到周边收敛测点的测量数据,操作方便且数据准确。The tunnel measuring equipment of the present utility model comprises a measuring and recording main body, which is provided with a positioning mechanism, a measuring mechanism and a recording mechanism. The positioning mechanism determines the placement position of the equipment on the road surface of the tunnel. The benchmark locates the convergent measuring points around the tunnel, and the recording mechanism records the positions of the top measuring point and the surrounding convergent measuring point positioned by the measuring mechanism; through the cooperation of the three steps of positioning, measuring and recording, when only one vault measuring point needs to be determined , that is, the measurement data of the surrounding convergence measurement points can be obtained, the operation is convenient and the data is accurate.
定位机构包括垂直设置在测量记录主体顶部的第一光发射器,且第一光发射器的光斑能沿竖向与隧道拱顶测点重合,通过发射的光线与待测拱顶测点的相邻的拱顶测点重合,进行设备放置位置的测定,为下一步的测量数据做准备。The positioning mechanism includes a first light emitter vertically arranged on the top of the measurement and recording body, and the light spot of the first light emitter can coincide with the tunnel vault measuring point in the vertical direction, and the emitted light is aligned with the vault measuring point to be measured. The measurement points of the adjacent vaults coincide to determine the location of the equipment and prepare for the next measurement data.
测量机构包括第二光发射器、第三光发射器和第四光发射器,第二光发射器发射的光线光斑能与第一光发射器光斑所重合的隧道拱顶测点相邻的待测拱顶测点重合,第三光发射器发射的光线光斑能与隧道一侧的待测周边收敛测点重合,第四光发射器的光斑能与隧道另一侧的待测周边收敛测点重合,通过第二光发射器发射的光线光斑进行待测拱顶测点的定位,通过第二光发射器、第三光发射器和第四光发射器的相互间的固定角度的设定,第三光发射器和第四光发射器自动的打到待测的周边收敛测点上,实现定位和测量。The measuring mechanism includes a second light emitter, a third light emitter and a fourth light emitter. The light spot emitted by the second light emitter can overlap with the tunnel vault measuring point adjacent to the first light emitter. The measuring points of the vault are coincident, the light spot emitted by the third light emitter can coincide with the convergent measuring point of the surrounding area to be measured on one side of the tunnel, and the light spot of the fourth light emitter can coincide with the convergent measuring point of the surrounding area to be measured on the other side of the tunnel Overlapping, positioning the vault measuring point to be measured by the light spot emitted by the second light emitter, and setting the mutual fixed angles of the second light emitter, the third light emitter and the fourth light emitter, The third light emitter and the fourth light emitter automatically hit the surrounding convergent measuring points to be measured to realize positioning and measurement.
测量机构的底部设置调节杆,调节杆沿垂直于定位机构的方向设置,通过转动调节杆可以调节测量机构的位置,实现对拱顶测点的定位。An adjusting rod is arranged at the bottom of the measuring mechanism, and the adjusting rod is set along a direction perpendicular to the positioning mechanism. By turning the adjusting rod, the position of the measuring mechanism can be adjusted to realize the positioning of the vault measuring point.
本设备的记录机构可选为照相机,根据不同的隧道大小可选用不同分辨率的照相机,从而进行拱顶测点和周边收敛点的光斑图像记录。The recording mechanism of this equipment can be selected as a camera, and cameras with different resolutions can be selected according to different tunnel sizes, so as to record the spot image of the vault measurement point and the surrounding convergence points.
本设备还包括支撑座和转盘,测量记录主体放置在转盘上,转盘安装在支撑座上,测量记录主体通过转盘可进行水平的圆周运动,实现测量方向的调节。The device also includes a support seat and a turntable. The measurement record body is placed on the turntable, and the turntable is installed on the support seat. The measurement record body can perform horizontal circular motion through the turntable to realize the adjustment of the measurement direction.
本实用新型的第一光发射器、第二光发射器、第三光发射器和第四光发射器可发出红色可见光线,光线照射在结构物上呈点状;上述的光发射器可采用电激励式激光器。The first light emitter, the second light emitter, the third light emitter and the fourth light emitter of the present utility model can emit red visible light, and the light is irradiated on the structure in a point shape; the above light emitter can adopt Electroactive lasers.
本实用新型所述的周边收敛测点:收敛是隧道周边相对方向两个固定点连线上的相对位移值,它是隧道开挖所引起围岩变形最直观的表现,采用收敛仪进行量測。隧道开挖爆破后在隧道两侧边墙、拱腰水平方向埋设一对测杆或球头测桩,这两个埋设点即为收敛测点。Peripheral convergence measuring points described in the utility model: convergence is the relative displacement value on the line connecting two fixed points in relative directions around the tunnel, which is the most intuitive expression of surrounding rock deformation caused by tunnel excavation, and is measured by a convergence meter . After tunnel excavation and blasting, a pair of measuring rods or ball-end measuring piles are buried horizontally on both side walls and arch waist of the tunnel. These two buried points are the convergence measuring points.
本实用新型所述的拱顶测点:即拱顶测量点,拱顶下沉量通常在周边收敛測量一断面的拱顶轴线处设1个带钩的测桩来吊挂钢卷尺,用精密水准仪量测隧道拱顶绝对下沉量,测桩所在的位置即为拱顶测点。Vault measuring point described in the utility model: that is, the measuring point of the vault, the sinking of the vault is usually measured at the axis of the vault of a section in the periphery, and a measuring pile with a hook is set to hang a steel tape measure. The level gauge measures the absolute subsidence of the tunnel vault, and the position of the measuring pile is the vault measurement point.
实施例一:Embodiment one:
结合图1-3,本实施例的隧道测量设备包括测量记录主体1和支撑座2,测量记录主体1在整体外观上看类似照相机的结构的部件,其上设有定位机构101、测量机构102和记录机构103,定位机构101设置在测量记录主体1的顶部,记录机构103设置在测量记录主体1的侧部,测量机构102设置在定位机构101与记录机构103之间的斜面上;定位机构101确定本设备在隧道路面上的放置位置,测量机构102以隧道的顶部测点为基准进行隧道周边收敛测点的定位,记录机构103将测量机构定位的顶部测点和周边收敛测点的距离数据进行记录;1-3, the tunnel surveying equipment of this embodiment includes a measurement recording main body 1 and a support seat 2. The measurement recording main body 1 looks like a camera-like structure in overall appearance, and a positioning mechanism 101 and a measuring mechanism 102 are arranged on it. And recording mechanism 103, positioning mechanism 101 is arranged on the top of measuring and recording main body 1, and recording mechanism 103 is arranged on the side of measuring and recording main body 1, and measuring mechanism 102 is arranged on the slope between positioning mechanism 101 and recording mechanism 103; 101 Determine the placement position of the device on the tunnel road surface, the measuring mechanism 102 locates the convergent measuring points around the tunnel based on the top measuring point of the tunnel, and the recording mechanism 103 locates the distance between the top measuring point positioned by the measuring mechanism and the surrounding convergent measuring points data recording;
定位机构101包括设置在测量记录主体1顶部的第一光发射器1011,第一光发射器1011发出的光线垂直于水平面,第一光发射器1011的光斑能与隧道顶部测点重合,第一光发射器1011为电激励式激光器,其型号为FU650AD50-GD16,波长:650nm,功率:50mW,供电电压:DC 2.8-5.2(V),工作电流:≤120mA;The positioning mechanism 101 includes a first light emitter 1011 arranged on the top of the measurement and recording body 1, the light emitted by the first light emitter 1011 is perpendicular to the horizontal plane, and the light spot of the first light emitter 1011 can coincide with the measuring point on the top of the tunnel. The optical transmitter 1011 is an electrically excited laser, its model is FU650AD50-GD16, wavelength: 650nm, power: 50mW, power supply voltage: DC 2.8-5.2 (V), working current: ≤120mA;
测量机构102包括设置在测量记录主体1前部的第二光发射器1021、第三光发射器1022和第四光发射器1023,第二光发射器1021的光斑能与第一光发射器1011光斑所重合的隧道拱顶测点相邻的待测拱顶测点重合,第三光发射器1022的光斑能与隧道一侧的待测周边收敛测点重合,第四光发射器1023的光斑能与隧道另一侧的待测周边收敛测点重合,第二光发射器1021、第三光发射器1022和第四光发射器1023为电激励式激光器,其具体型号为FU650AD50-GD16波长:650nm,功率:50mW,供电电压:DC 2.8-5.2(V),工作电流:≤120mA;The measurement mechanism 102 includes a second light emitter 1021, a third light emitter 1022 and a fourth light emitter 1023 arranged on the front of the measurement recording body 1, and the light spot of the second light emitter 1021 can be compared with the first light emitter 1011 The tunnel vault measuring point where the light spot coincides with the adjacent vault measuring point to be measured coincides, the light spot of the third light emitter 1022 can coincide with the convergence measuring point to be measured on one side of the tunnel, and the light spot of the fourth light emitter 1023 It can coincide with the convergent measurement point to be measured on the other side of the tunnel. The second light emitter 1021, the third light emitter 1022 and the fourth light emitter 1023 are electro-excited lasers, and its specific model is FU650AD50-GD16 wavelength: 650nm, power: 50mW, power supply voltage: DC 2.8-5.2(V), working current: ≤120mA;
测量机构102的底部设置调节杆105,调节杆105沿垂直于定位机构101的方向设置;通过转动调节杆105可以进行测量机构102的位置调节;The bottom of the measuring mechanism 102 is provided with an adjusting rod 105, and the adjusting rod 105 is arranged in a direction perpendicular to the positioning mechanism 101; the position adjustment of the measuring mechanism 102 can be carried out by rotating the adjusting rod 105;
记录机构103为照相机,在测量记录主体1与记录机构103相对的面上设置操作屏幕104,方便操作人员对本装置进行调整,同时在测量记录主体1的水平面上还设置水平泡,调节本设备为水平状态,测量记录主体1放置在转盘201上,转盘201安装在支撑座2上,测量记录主体1通过转盘201可进行水平的圆周运动。The recording mechanism 103 is a camera, and an operation screen 104 is set on the surface opposite to the recording mechanism 103 of the measurement and recording body 1, which is convenient for the operator to adjust the device. In the horizontal state, the measurement and recording main body 1 is placed on the turntable 201 , and the turntable 201 is installed on the support base 2 , and the measurement and recording main body 1 can perform horizontal circular motion through the turntable 201 .
实施例二:Embodiment two:
结合图4和5,A点表示拱顶测点,B点和C点表示一对周边收敛测点,O点表示第二光发射器、第三光发射器和第四光发射器发出的光线反向延长线的交点,M点表示第一光发射器的起点,D表示第一光发射器打到隧道拱顶的光斑位置,即是其中一个用来定位本装置的放置位置的拱顶测点;Combining Figures 4 and 5, point A represents the vault measuring point, points B and C represent a pair of peripheral convergence measuring points, and point O represents the light emitted by the second light emitter, the third light emitter and the fourth light emitter The intersection point of the reverse extension lines, point M represents the starting point of the first light emitter, and D represents the spot position of the first light emitter hitting the vault of the tunnel, which is one of the vault measuring points used to locate the placement position of the device. point;
A、B、C三点构成一个等腰三角形,高AH交BC于点H,三角形高AH=h,AO、BO、CO三条线段交于点O,其中O点距地面的距离为n;The three points A, B, and C form an isosceles triangle, the height AH intersects BC at point H, the triangle height AH=h, the three line segments AO, BO, and CO intersect at point O, and the distance between point O and the ground is n;
设O、M、D三点在一条直线上,相邻两个拱顶测点间距为a;隧道宽BC为b;AB和AC的长分别为c;Assume that three points O, M, and D are on a straight line, and the distance between two adjacent vault measurement points is a; the tunnel width BC is b; the lengths of AB and AC are respectively c;
根据勾股定理和三角函数的计算,则∠AOB、∠AOC、∠BOC可以由公式(1)和公式(2)计算得到:According to the Pythagorean theorem and the calculation of trigonometric functions, ∠AOB, ∠AOC, ∠BOC can be calculated by formula (1) and formula (2):
根据具体的隧道尺寸就能得到本实用新型设备的测量构件中的三个光线源的设置夹角关系,进行相应的调整,从而得到针对不同隧道的测量设备。According to the specific tunnel size, the angle relationship among the three light sources in the measuring component of the device of the present invention can be obtained, and corresponding adjustments can be made to obtain measuring devices for different tunnels.
实施例三:Embodiment three:
结合图6和7,假设某一隧道的设计宽度是500mm、设计高300mm,图6为首次量测时所记录的照片,图7为第二次量测时所记录的照片;将第一次和第二次量测所得的照片导入到SketchUp软件中,标注处理后得到图6和图7中的数据;Combining Figures 6 and 7, assuming that the design width of a certain tunnel is 500mm and the design height is 300mm, Figure 6 is the photo recorded during the first measurement, and Figure 7 is the photo recorded during the second measurement; and the photos obtained by the second measurement are imported into the SketchUp software, and the data in Fig. 6 and Fig. 7 are obtained after annotation processing;
计算周边收敛:第一次拍照周边收敛标注数据为46078.0mm,实际设计宽度500mm;第二次拍照数据为45928.0mm,则可以利用上述原理换算出周边收敛实际值:Calculation of perimeter convergence: the first time the perimeter convergence mark data is 46078.0mm, and the actual design width is 500mm; the second photoshoot data is 45928.0mm, then the actual value of perimeter convergence can be calculated by using the above principle:
由计算结果可知,周边收敛量测结果为1.628mm,即隧道相对上次向内收缩了1.628mm。It can be seen from the calculation results that the measurement result of the peripheral convergence is 1.628mm, that is, the tunnel has shrunk inward by 1.628mm compared to the last time.
计算拱顶下沉:利用勾股定理计算拱顶下沉值,第一次拍照拱顶下沉标注数据为42775.3mm,实际设计高度300mm;第二次拍照数据为42620.1mm,则可以利用上述原理换算出拱顶下沉实际值:Calculation of vault sinking: Use the Pythagorean theorem to calculate the vault sinking value. The vault sinking marked data for the first photo is 42775.3mm, and the actual design height is 300mm; the data for the second photo is 42620.1mm, and the above principle can be used Convert the actual value of the vault sinking:
由计算结果可知,拱顶下沉量测结果为1.134mm,即隧道相对上次向下下沉了1.134mm。It can be seen from the calculation results that the measured result of the vault sinking is 1.134mm, that is, the tunnel has sunk 1.134mm lower than the previous time.
本实用新型所述的测量设备在隧道中使用的方法如下:The method that measuring equipment described in the utility model is used in the tunnel is as follows:
(1)将本设备放置在待测拱顶测点的位置附近,启动仪器,将仪器调平,利用第一光发射器1011发出的光线光斑与待测拱顶测点相邻的拱顶测点重合,从而锁定本设备的放置位置;(1) Place the device near the position of the vault measurement point to be measured, start the instrument, level the instrument, and use the light spot emitted by the first light transmitter 1011 to measure the vault adjacent to the vault measurement point to be measured The points coincide to lock the placement position of the device;
(2)开启测量构件102,使第二光发射器1021发出的光线光斑与准待测拱顶测点重合,这时第三光发射器1022和第四光发射器1023自动对准隧道两侧的待测周边收敛测点,然后通过记录机构103拍摄下待测拱顶测点和周边收敛测点的光斑照片,拱顶测点一个红点,周边收敛测点两个红点,从而得到相应的数据记录;(2) Turn on the measuring member 102 so that the light spot emitted by the second light emitter 1021 coincides with the measuring point of the vault to be measured, and at this moment the third light emitter 1022 and the fourth light emitter 1023 are automatically aligned to both sides of the tunnel The surrounding convergence measuring points to be measured, and then the light spot photos of the vault measuring points to be tested and the surrounding convergence measuring points are taken by the recording mechanism 103. data records;
(3)用SketchUp和Excel两个软件在电脑上进行数据采集和整理。(3) Use SketchUp and Excel to collect and organize data on the computer.
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CN108534701A (en) * | 2018-06-25 | 2018-09-14 | 中国电建集团中南勘测设计研究院有限公司 | The photogrammetric structure of cavern's convergence monitoring and method |
CN110360983A (en) * | 2019-07-02 | 2019-10-22 | 长江空间信息技术工程有限公司(武汉) | Vault settlement measuring device and its measurement method based on precise laser distance measuring instrument |
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CN108534701A (en) * | 2018-06-25 | 2018-09-14 | 中国电建集团中南勘测设计研究院有限公司 | The photogrammetric structure of cavern's convergence monitoring and method |
CN108534701B (en) * | 2018-06-25 | 2024-04-16 | 中国电建集团中南勘测设计研究院有限公司 | Structure and method for monitoring photogrammetry by converging cavern |
CN110360983A (en) * | 2019-07-02 | 2019-10-22 | 长江空间信息技术工程有限公司(武汉) | Vault settlement measuring device and its measurement method based on precise laser distance measuring instrument |
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