CN204405068U - Total Station Prism - Google Patents

Total Station Prism Download PDF

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CN204405068U
CN204405068U CN201520107358.4U CN201520107358U CN204405068U CN 204405068 U CN204405068 U CN 204405068U CN 201520107358 U CN201520107358 U CN 201520107358U CN 204405068 U CN204405068 U CN 204405068U
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support
total station
prism
level
tripod
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陈淑清
李吉英
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Binzhou University
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Binzhou University
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Abstract

The utility model discloses a kind of total station prism, comprise support and by the reflecting prism of horizontal rotating shaft device on this support, also comprise: tripod, the set square on this tripod in order to load described support, and is provided with level meter as support plate on set square; Distance measuring equipment, is arranged on the side of support, and range finding head is downward, and is positioned on the axis of described horizontal rotating shaft; And display screen, arranging on the bracket, connecting described distance measuring equipment for exporting range measurement.The utility model can provide height number accurately, and ensures the vertical bury pipe of its support.

Description

全站仪棱镜Total Station Prism

技术领域technical field

本实用新型涉及一种全站仪棱镜。The utility model relates to a total station prism.

背景技术Background technique

全站仪棱镜上所使用的棱镜称为反射棱镜,也称为反射片,作为反射物进行测距。测距时,反射棱镜接收全站仪发出的光信号,并将其反射回去。基于此原理,全站仪发出光信号,并接收从反射棱镜反射回来的光信号,计算光信号的相位移等,从而间接求得光通过的时间,最后测出全站仪到反射棱镜的距离。The prism used on the prism of the total station is called a reflective prism, also known as a reflective sheet, which is used as a reflective object for distance measurement. During distance measurement, the reflective prism receives the light signal from the total station and reflects it back. Based on this principle, the total station sends out an optical signal, receives the optical signal reflected from the reflective prism, calculates the phase shift of the optical signal, etc., and indirectly obtains the time of light passing, and finally measures the distance from the total station to the reflective prism .

使用全站仪的实际测量中,一般需要至少两人配合测量,其中一人在测量点操作全站仪,另一人负责跑点,在相应点位操作全站仪棱镜。操作全站仪棱镜的人员必须将所在点位的棱镜高度告知操作全站仪的人员,以保证测点高程的记录、计算是正确的。因此,全站仪棱镜上反射棱镜的高度就成为一个非常重要的参数。In the actual measurement using the total station, generally at least two people are required to cooperate with the measurement, one of whom operates the total station at the measurement point, and the other is responsible for running the point and operating the total station prism at the corresponding point. The personnel who operate the prism of the total station must inform the personnel who operate the total station of the prism height of the point to ensure that the record and calculation of the elevation of the measuring point are correct. Therefore, the height of the reflective prism on the total station prism becomes a very important parameter.

当前全站仪棱镜上反射棱镜的高度主要通过量取获得,一般直接用尺子量取或者采用带有刻度的棱镜杆读取。其中前者操作不便,效率低下,并且使用尺寸测量受限于操作人员的经验和操作环境,测量误差比较大。对于带有刻度的棱镜杆,一般是单杆使用,人工扶正,其竖直度本身就无法得到保证,测量误差也比较大。At present, the height of the reflective prism on the prism of the total station is mainly obtained by measuring, usually directly with a ruler or read by a prism rod with a scale. Among them, the former is inconvenient to operate and low in efficiency, and the use of dimension measurement is limited by the operator's experience and operating environment, and the measurement error is relatively large. For the prism rod with scale, it is generally used as a single rod, and the verticality itself cannot be guaranteed, and the measurement error is relatively large.

中国专利文献CN203744980U公开了一种测量用数字对中杆,它通过测距系统测量反射棱镜的当前高度,然后通过数据传输系统传输给全站仪,其有效的解决了反射棱镜测量的效率问题,然而,其仍然只是采用单杆结构,单杆(棱镜杆,也叫花杆)的竖直度并不能得到有效保证。Chinese patent document CN203744980U discloses a digital centering rod for measurement, which measures the current height of the reflective prism through the ranging system, and then transmits it to the total station through the data transmission system, which effectively solves the efficiency problem of reflective prism measurement, However, it still only adopts a single rod structure, and the verticality of the single rod (prism rod, also called flower rod) cannot be effectively guaranteed.

发明内容Contents of the invention

本实用新型的目的在于提供一种全站仪棱镜,能够提供准确的高度并保证其支架的竖直度。The purpose of the utility model is to provide a total station prism, which can provide accurate height and ensure the verticality of its support.

本实用新型采用的技术方案为:The technical scheme that the utility model adopts is:

一种全站仪棱镜,包括支架和通过水平转轴装置在该支架上的反射棱镜,还包括:A total station prism, including a bracket and a reflective prism mounted on the bracket through a horizontal rotating shaft, also includes:

三脚架,该三脚架上的三角板作为载板用以载置所述支架,且在三角板上设有水平仪;a tripod, the triangular plate on the tripod is used as a carrier plate to place the bracket, and a level is arranged on the triangular plate;

测距装置,设置在支架的侧面,测距头向下,并位于所述水平转轴的轴线上;以及The distance measuring device is arranged on the side of the bracket, the distance measuring head is downward, and is located on the axis of the horizontal rotating shaft; and

显示屏,设置在所述支架上,连接所述测距装置用于输出测距结果。The display screen is arranged on the bracket and connected to the distance measuring device for outputting distance measurement results.

从上述结构可以看出,依据本实用新型,为全站仪棱镜配置三脚架,用以取代当前的单杆支撑,通过三脚架配合水平仪的调整使其三角板处于水平,从而保证三角板所载置的反射棱镜的水平转轴轴线处于水平状态,匹配棱镜杆的竖直度,本实用新型更容易保证。对于高度,采用测距装置进行测距,在所谓的竖直度得到可靠保证的情况下,测距装置的测距才具有准确意义,因而反射透镜的高度取得准确性更高。As can be seen from the above structure, according to the utility model, a tripod is configured for the total station prism to replace the current single rod support, and the tripod cooperates with the adjustment of the spirit level to make the triangular plate at the level, thereby ensuring that the reflective prism carried by the triangular plate The axis of the horizontal rotating shaft is in a horizontal state, matching the verticality of the prism rod, and the utility model is easier to ensure. For the height, the distance measuring device is used for distance measurement. The distance measurement of the distance measuring device is accurate only when the so-called verticality is reliably guaranteed, so the height of the reflective lens is more accurate.

上述全站仪棱镜,在一些实施例中,所述测距装置有两个,两侧各一地设置在支架上,通过两个测距装置测得距离的比较,获得更加准确的高度数值。For the above-mentioned total station prism, in some embodiments, there are two distance-measuring devices, one on each side of the stand, and a more accurate height value can be obtained by comparing the distances measured by the two distance-measuring devices.

进一步地,所述水平仪为气泡水平仪,且为圆柱水平仪,其轴线与所述水平转轴的轴线垂直,能够获得更加准确的测量结果。Further, the level is a bubble level and a cylinder level, the axis of which is perpendicular to the axis of the horizontal rotating shaft, so that more accurate measurement results can be obtained.

优选地,为了适应不同区域的应用,所述三角板开有中心孔,在该中心孔上配装有调节螺母;Preferably, in order to adapt to applications in different regions, the triangular plate has a central hole, and an adjusting nut is fitted on the central hole;

相应地,支架通过与所述调节螺母配合的调节螺杆装配在三角板上,其中调节螺杆为竖直杆。Correspondingly, the bracket is assembled on the triangular plate through an adjusting screw matched with the adjusting nut, wherein the adjusting screw is a vertical rod.

优选地,所述三脚架的支腿为长度能够调节的支腿,调节方便。Preferably, the legs of the tripod are legs whose length can be adjusted, and the adjustment is convenient.

附图说明Description of drawings

图1为依据本实用新型的一种全站仪棱镜的整体结构示意图。Fig. 1 is a schematic diagram of the overall structure of a total station prism according to the present invention.

图2为一种全站仪棱镜使用者侧的结构示意图。Fig. 2 is a schematic structural view of the user side of a total station prism.

图中:1、水平仪,2.支架,3.第一测距装置,4.第二测距装置,5.反射棱镜,6.显示屏,7.调节螺杆,8.调解丝母,9.三角板,10.大腿部,11.直槽,12.调节丝母,13,调节螺杆。In the figure: 1. Spirit level, 2. Bracket, 3. The first distance measuring device, 4. The second distance measuring device, 5. Reflecting prism, 6. Display screen, 7. Adjusting screw, 8. Adjusting nut, 9. Triangular plate, 10. thigh portion, 11. straight groove, 12. adjusting nut, 13, adjusting screw rod.

具体实施方式Detailed ways

如背景技术部分所述,当前的全站仪棱镜一般采用单杆支撑,将反射棱镜5设置在单杆的顶端,从而在使用中,操作人员将其竖在测点,其竖直度完全凭借操作人员的经验和手感来掌握,没有任何精度可言。As mentioned in the background technology section, the current total station prism is generally supported by a single rod, and the reflective prism 5 is arranged on the top of the single rod, so that in use, the operator erects it at the measuring point, and its verticality depends entirely on The operator's experience and feel to master, there is no precision at all.

即便是单杆带有刻度,但由于竖直度无法精确掌握,那么所得出的高度数值也是不准确的,换言之,当单杆不能竖直时,其与竖直面存在一定的夹角,所得出的高度数值要比实际的高度数值偏小。Even if there is a scale on a single pole, the height value obtained is not accurate because the verticality cannot be accurately grasped. In other words, when a single pole cannot be vertical, there is a certain angle between it and the vertical plane, and the obtained The displayed height value is smaller than the actual height value.

在此条件下,即便是配置测距装置也会产生误差,甚至误差比较大。Under this condition, even the configuration of the distance measuring device will produce errors, and even the errors are relatively large.

参见说明书附图1和2,依据本实用新型较佳的实施例,采用三脚架取代单杆(即棱镜杆),使用中不再需要操作人员的扶持,而是将其立在测点,然后调节其三角板9的水平即可,不仅能够保证支架2的相对竖直度,而且稳定性比较好,有利于测量的有序进行。Referring to accompanying drawings 1 and 2 of the description, according to a preferred embodiment of the present invention, a tripod is used instead of a single pole (i.e. a prism pole), and the support of the operator is no longer needed during use, but it is stood on the measuring point, and then adjusted The level of the triangular plate 9 is sufficient, which not only can ensure the relative verticality of the support 2, but also has good stability, which is conducive to orderly measurement.

那么竖直度的保证在于,图示的全站仪棱镜具有以下结构:Then the guarantee of verticality is that the total station prism shown in the figure has the following structure:

与常规的全站仪棱镜一样,都包括支架2和通过水平转轴装置在支架2上的反射棱镜5。Like the conventional total station prism, it includes a support 2 and a reflective prism 5 mounted on the support 2 through a horizontal rotating shaft.

其中支架2,一般为U型结构或者环形结构,也可以采用等效U型结构或者环形结构,作为本领域的一般选择,在此不再赘述。The bracket 2 is generally a U-shaped structure or a ring structure, and an equivalent U-shaped structure or a ring structure may also be used as a general choice in the field, and will not be repeated here.

支架2的一般结构是其为左右对称结构,在左右方向上设有水平轴,然后将反射棱镜5装在水平轴上,使反射棱镜5能够绕水平轴翻转。The general structure of the support 2 is that it is a left-right symmetrical structure, and a horizontal axis is set in the left-right direction, and then the reflective prism 5 is mounted on the horizontal axis, so that the reflective prism 5 can be flipped around the horizontal axis.

一般而言,水平轴轴线延伸的方向为左右方向,也称为侧面,前后方向匹配为前后侧。Generally speaking, the direction in which the axis of the horizontal axis extends is the left and right direction, also called the side, and the front and rear directions are matched to the front and rear sides.

同时,水平轴的轴线与反射棱镜5的轴线垂直。Meanwhile, the axis of the horizontal axis is perpendicular to the axis of the reflection prism 5 .

进一步地,配置三脚架用以取代单杆,该三脚架上的三角板9作为载板用以载置所述支架2,且在三角板9上设有水平仪1。Further, a tripod is configured to replace the single rod, and a triangular plate 9 on the tripod is used as a carrier plate for placing the bracket 2 , and a level 1 is arranged on the triangular plate 9 .

三脚架是一种常用的设备,广泛地应用于例如仪器仪表的支撑上,在一些应用中会配有水平仪1,但使用方式与本方案有所差异。A tripod is a commonly used device, which is widely used, for example, as a support for instruments and meters. In some applications, a spirit level 1 is provided, but the usage method is different from this solution.

本方案中,水平仪配合三脚架使用,用以保证支架2的竖直度,进而保证测距的准确性。In this solution, the spirit level is used with a tripod to ensure the verticality of the bracket 2, thereby ensuring the accuracy of distance measurement.

进一步地,配置测距装置,例如图1中所示的第一测距装置3和第二测距装置4,设置在支架2的侧面,测距头向下,并位于所述水平转轴的轴线上,在三角板9水平的条件下,测距头保持竖直,从而能够获得准确的高度值。Further, a distance measuring device is configured, such as the first distance measuring device 3 and the second distance measuring device 4 shown in FIG. On the condition that the triangular plate 9 is horizontal, the distance measuring head remains vertical, so that an accurate height value can be obtained.

显示屏6,设置在所述支架2上,连接所述测距装置用于输出测距结果。The display screen 6 is arranged on the bracket 2 and connected to the distance measuring device for outputting the distance measurement result.

由于单纯的测距不需要复杂的处理电路,现有技术条件下配有专门的测距仪,测距仪含有显示屏,因而,这里不涉及测距数据的处理方法的任何改进,只是对测距设备的简单应用。Since simple distance measurement does not require complex processing circuits, a special rangefinder is equipped under the existing technical conditions, and the rangefinder contains a display screen. Therefore, this does not involve any improvement in the processing method of the distance measurement data, but only for the measurement. Simple application from remote devices.

测距头与显示屏可以分开设置,也可以集成而构成为现有设备,即测距仪。The distance measuring head and the display screen can be set separately, and can also be integrated to form an existing device, namely a distance measuring instrument.

显示屏可以与测距头的数目一致,也可以单独设置为一个,所有测距头共用一个显示屏。The number of display screens can be the same as that of the range-finding heads, or can be set as one separately, and all the range-finding heads share one display screen.

在一些简化的应用中,测距装置配置为一个,需要保证水平仪1能够准确的调定三角板9的水平。In some simplified applications, there is only one distance measuring device, and it is necessary to ensure that the level 1 can accurately adjust the level of the set square 9 .

在一些应用中,为了挑顶三角板9的水平,水平仪1需要配置两个,例如圆柱水平仪,也可以配置为一个,例如球形水平仪,能够在两个方向上进行水平调整。In some applications, in order to raise the level of the top triangular plate 9, two spirit levels 1 need to be configured, such as cylindrical spirit levels, or can be configured as one spirit level, such as spherical spirit levels, which can be adjusted horizontally in two directions.

在优选的实施例中,所述测距装置有两个,两侧各一地设置在支架2上,例如图1中所示的第一测距装置3和第二测距装置4,通过两个测距装置的结果比对,可以显示出左右方向上的水平状态,再配合一个与该方向正交的方向上的水平指示就可以调整三角板9的水平。In a preferred embodiment, there are two distance-measuring devices, one on each side of the bracket 2, such as the first distance-measuring device 3 and the second distance-measuring device 4 shown in FIG. The comparison of the results of the two distance measuring devices can show the horizontal state in the left and right directions, and then cooperate with a horizontal indication in a direction orthogonal to the direction to adjust the level of the triangular plate 9 .

水平仪是一种测量小角度的常用量具。在机械行业和仪表制造中,用于测量相对于水平位置的倾斜角、机床类设备导轨的平面度和直线度、设备安装的水平位置和垂直位置等。按水平仪的外形不同可分为:框式水平仪和尺式水平仪两种;按水准器的固定方式又可分为:可调式水平仪和不可调式水平仪。A level is a common measuring tool for measuring small angles. In the machinery industry and instrument manufacturing, it is used to measure the inclination angle relative to the horizontal position, the flatness and straightness of the guide rail of machine tool equipment, the horizontal position and vertical position of equipment installation, etc. According to the shape of the level, it can be divided into two types: frame level and ruler level; according to the fixing method of the level, it can be divided into: adjustable level and non-adjustable level.

水平仪主要应用于检验各种机床及其它类型设备导轨的直线度和设备安装的水平位置,垂直位置。它也能应用于小角度的测量和带有V型槽的工作面,还可测量圆柱工件的安装平行度,以及安装的水平位置和垂直位置。The spirit level is mainly used to test the straightness of guide rails of various machine tools and other types of equipment and the horizontal and vertical positions of equipment installation. It can also be applied to the measurement of small angles and working surfaces with V-shaped grooves. It can also measure the installation parallelism of cylindrical workpieces, as well as the horizontal and vertical positions of the installation.

在一些精度要求较高的应用中,还可以采用电子水平仪。In some applications that require high precision, an electronic level can also be used.

本方案中侧重于使用成本较低的以水准管为基本元件的水平仪,其水准管是由玻璃制成的,水准管内壁是一个具有一定曲率半径的曲面,管内装有液体,当水平仪工作原理生倾斜时,水准管中气泡就向水平仪升高的一端移动,从而确定水平面的位置。水准管内壁曲率半径越大,分辨率就越高,曲率半径越小,分辨率越低,因此水准管曲率半径决定了水平仪的精度。This plan focuses on the use of a low-cost level with a level tube as the basic component. The level tube is made of glass. The inner wall of the level tube is a curved surface with a certain radius of curvature. The tube is filled with liquid. When the level works When tilting occurs, the air bubble in the vial moves to the raised end of the level, thereby determining the position of the horizontal plane. The larger the radius of curvature of the inner wall of the vial, the higher the resolution, and the smaller the radius of curvature, the lower the resolution. Therefore, the radius of curvature of the vial determines the accuracy of the level.

基于前文的描述,本方案中,水平仪1配合测距仪使用效果会更佳,因此,所述水平仪1采用为气泡水平仪,且为圆柱水平仪,其轴线与所述水平转轴的轴线垂直,相互配合,可以调定三角板9的水平。Based on the foregoing description, in this solution, the use of the spirit level 1 with the rangefinder will be better. Therefore, the spirit level 1 is a bubble spirit level, and is a cylindrical spirit level. Its axis is perpendicular to the axis of the horizontal shaft and cooperates with each other , the level of the triangle plate 9 can be adjusted.

三脚架一般含有升降结构,一般匹配三脚架的中轴,本方案采用螺纹调节,因而,在图1所示的结构中,所述三角板9开有中心孔,在该中心孔上配装有调节螺母8,螺纹调节的精度非常高,可以保证仪表调整的精度要求。The tripod generally contains a lifting structure, which generally matches the central axis of the tripod. This program adopts screw adjustment. Therefore, in the structure shown in Figure 1, the triangular plate 9 has a central hole, and an adjusting nut 8 is equipped on the central hole. , The accuracy of thread adjustment is very high, which can ensure the accuracy requirements of instrument adjustment.

进而,相应地,支架2通过与所述调节螺母8配合的调节螺杆7装配在三角板9上,其中调节螺杆为竖直杆。Furthermore, correspondingly, the bracket 2 is assembled on the triangular plate 9 through the adjusting screw 7 matched with the adjusting nut 8 , wherein the adjusting screw is a vertical rod.

进一步地,所述三脚架的支腿为长度能够调节的支腿,在图1所示的结构中,也采用螺纹调节结构,例如图中所示的调节螺母12与调节螺杆13的配合结构。Further, the legs of the tripod are legs whose length can be adjusted. In the structure shown in FIG. 1 , a threaded adjustment structure is also used, such as the matching structure of the adjusting nut 12 and the adjusting screw 13 shown in the figure.

Claims (5)

1.一种全站仪棱镜,包括支架(2)和通过水平转轴装置在该支架(2)上的反射棱镜(5),其特征在于,还包括:1. a total station prism, comprising support (2) and the reflecting prism (5) on this support (2) by horizontal rotating shaft device, it is characterized in that, also comprises: 三脚架,该三脚架上的三角板(9)作为载板用以载置所述支架(2),且在三角板(9)上设有水平仪(1);A tripod, the triangular plate (9) on the tripod is used as a carrier plate to place the support (2), and a level (1) is provided on the triangular plate (9); 测距装置,设置在支架(2)的侧面,测距头向下,并位于所述水平转轴的轴线上;以及The distance measuring device is arranged on the side of the support (2), the distance measuring head is downward, and is located on the axis of the horizontal rotating shaft; and 显示屏(6),设置在所述支架(2)上,连接所述测距装置用于输出测距结果。The display screen (6) is arranged on the support (2), connected with the distance measuring device for outputting the distance measurement result. 2.根据权利要求1所述的全站仪棱镜,其特征在于,所述测距装置有两个,两侧各一地设置在支架(2)上。2. total station prism according to claim 1, is characterized in that, described ranging device has two, and each side is arranged on the support (2) one by one. 3.根据权利要求2所述的全站仪棱镜,其特征在于,所述水平仪为气泡水平仪,且为圆柱水平仪,其轴线与所述水平转轴的轴线垂直。3. The total station prism according to claim 2, wherein the level is a bubble level and a cylinder level, the axis of which is perpendicular to the axis of the horizontal rotating shaft. 4.根据权利要求1至3任一所述的全站仪棱镜,其特征在于,所述三角板(9)开有中心孔,在该中心孔上配装有调节螺母(8);4. according to the arbitrary described total station prism of claim 1 to 3, it is characterized in that, described triangular plate (9) has central hole, is equipped with adjusting nut (8) on this central hole; 相应地,支架(2)通过与所述调节螺母(8)配合的调节螺杆(7)装配在三角板(9)上,其中调节螺杆为竖直杆。Correspondingly, the bracket (2) is assembled on the triangular plate (9) through the adjusting screw (7) matched with the adjusting nut (8), wherein the adjusting screw is a vertical rod. 5.根据权利要求4所述的全站仪棱镜,其特征在于,所述三脚架的支腿为长度能够调节的支腿。5. The total station prism according to claim 4, wherein the legs of the tripod are legs whose length can be adjusted.
CN201520107358.4U 2015-02-13 2015-02-13 Total Station Prism Expired - Fee Related CN204405068U (en)

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Cited By (10)

* Cited by examiner, † Cited by third party
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CN105044877A (en) * 2015-08-05 2015-11-11 苏州华徕光电仪器有限公司 Reflection adjusting base with microstructure surveying and mapping prism
CN105044876A (en) * 2015-08-05 2015-11-11 苏州华徕光电仪器有限公司 Optical surveying and mapping prism adjusting base
CN105136111A (en) * 2015-08-25 2015-12-09 孙立民 Horizontal difference and height difference meter for building construction
CN105782673A (en) * 2016-05-17 2016-07-20 滨州学院 Total-station instrument tripod
CN106017390A (en) * 2016-06-20 2016-10-12 哈尔滨金玉科技开发有限公司 Building floor interval measuring device
CN106090821A (en) * 2016-07-04 2016-11-09 中国人民解放军第测绘导航基地时空基准队 A kind of LED quickly looks for destination apparatus
CN108132051A (en) * 2018-01-05 2018-06-08 佛山科学技术学院 A kind of instrument height measuring system of total powerstation
CN109163714A (en) * 2018-09-28 2019-01-08 宁波广天建通工程管理有限公司 Measurement and positioning coordinate transformation device and its construction method under MODEL OVER COMPLEX TOPOGRAPHY
CN111380455A (en) * 2018-12-29 2020-07-07 中交国通公路工程技术有限公司 Comprehensive detection device for sign board
CN112720570A (en) * 2020-12-07 2021-04-30 中国铁建重工集团股份有限公司 Leveling target and method for mechanical arm calibration

Cited By (15)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105044876A (en) * 2015-08-05 2015-11-11 苏州华徕光电仪器有限公司 Optical surveying and mapping prism adjusting base
CN105044877A (en) * 2015-08-05 2015-11-11 苏州华徕光电仪器有限公司 Reflection adjusting base with microstructure surveying and mapping prism
CN105044877B (en) * 2015-08-05 2017-11-28 苏州华徕光电仪器有限公司 Reflective regulation seat with micro-structural mapping prism
CN105136111B (en) * 2015-08-25 2017-10-27 广东栩诺工程技术有限公司 A kind of construction level error and vertical survey instrument
CN105136111A (en) * 2015-08-25 2015-12-09 孙立民 Horizontal difference and height difference meter for building construction
CN105782673A (en) * 2016-05-17 2016-07-20 滨州学院 Total-station instrument tripod
CN105782673B (en) * 2016-05-17 2017-11-24 滨州学院 Total station tripod
CN106017390A (en) * 2016-06-20 2016-10-12 哈尔滨金玉科技开发有限公司 Building floor interval measuring device
CN106090821A (en) * 2016-07-04 2016-11-09 中国人民解放军第测绘导航基地时空基准队 A kind of LED quickly looks for destination apparatus
CN108132051A (en) * 2018-01-05 2018-06-08 佛山科学技术学院 A kind of instrument height measuring system of total powerstation
CN109163714A (en) * 2018-09-28 2019-01-08 宁波广天建通工程管理有限公司 Measurement and positioning coordinate transformation device and its construction method under MODEL OVER COMPLEX TOPOGRAPHY
CN109163714B (en) * 2018-09-28 2020-09-08 宁波广天建通工程管理有限公司 Measurement and positioning coordinate conversion device and its construction method under complex terrain conditions
CN111380455A (en) * 2018-12-29 2020-07-07 中交国通公路工程技术有限公司 Comprehensive detection device for sign board
CN112720570A (en) * 2020-12-07 2021-04-30 中国铁建重工集团股份有限公司 Leveling target and method for mechanical arm calibration
CN112720570B (en) * 2020-12-07 2023-03-14 中国铁建重工集团股份有限公司 Leveling target and method for mechanical arm calibration

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