CN103759718A - Rapid setting-out method of total station - Google Patents
Rapid setting-out method of total station Download PDFInfo
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Abstract
Description
技术领域 technical field
本发明属于测绘技术领域,尤其涉及一种全站仪快速放样方法。 The invention belongs to the technical field of surveying and mapping, and in particular relates to a rapid stakeout method for a total station.
背景技术 Background technique
全站仪,即全站型电子测距仪(Electronic Total Station),是一种集光、机、电为一体的高技术测量仪器,是集水平角、垂直角、距离(斜距、平距)、高差测量功能于一体的测绘仪器系统。因其一次安置仪器就可完成该测站上全部测量工作,所以称之为全站仪。广泛用于地上大型建筑和地下隧道施工等精密工程测量或变形监测领域。 The total station, that is, the electronic total station (Electronic Total Station), is a high-tech measuring instrument integrating light, machinery and electricity. ), height difference measurement function in one surveying and mapping instrument system. It is called a total station because it can complete all the survey work on the station once the instrument is placed. It is widely used in precision engineering measurement or deformation monitoring fields such as large-scale buildings on the ground and underground tunnel construction.
放样指将图纸上设计的位置在实地标定出来。目前,利用全站仪进行放样时,首先利用放样角确定望远镜视准轴方向,然后沿视准轴方向前后移动反光镜,实现精确放样。在放样操作时,很难实现反光镜严格沿视准轴方向前后移动,需要反复左右调节反光镜位置,保持反光镜在视准轴方向上移动,导致放样效率很低。 Stakeout refers to marking out the position designed on the drawing in the field. At present, when using a total station for stakeout, firstly use the stakeout angle to determine the direction of the collimation axis of the telescope, and then move the mirror back and forth along the direction of the collimation axis to achieve accurate stakeout. During the stakeout operation, it is difficult to move the mirror back and forth strictly along the collimation axis. It is necessary to repeatedly adjust the position of the mirror left and right to keep the mirror moving in the direction of the collimation axis, resulting in low stakeout efficiency.
发明内容 Contents of the invention
本发明为了解决现有技术中的不足之处,提供一种快速、便捷、精确的全站仪快速放样方法。 In order to solve the deficiencies in the prior art, the present invention provides a fast, convenient and accurate method for fast setting out of a total station.
为解决上述技术问题,本发明采用如下技术方案:全站仪快速放样方法,包括以下步骤: In order to solve the above-mentioned technical problems, the present invention adopts the following technical solutions: a method for rapidly setting out a total station, comprising the following steps:
(1)、首先在全站仪的望远镜上安装激光发射器,在一根固定杆上设置第一反光镜,调整激光发射器发射激光的方向与望远镜的视准轴方向一致; (1) First install the laser transmitter on the telescope of the total station, set the first reflector on a fixed rod, and adjust the direction of the laser transmitter to emit laser light to be consistent with the collimation axis of the telescope;
(2)、根据测站点A、后视点B的坐标和待放样点C的坐标,在场地的选定测站点A和后视点B,在测站点A安置全站仪,在后视点B安置三脚架并在三脚架上设置第二反光镜,全站仪的望远镜和第二反光镜对中整平; (2) According to the coordinates of station A, backsight point B and the coordinates of point C to be set out, select station A and backsight point B on the site, install a total station at station A, and place a tripod at backsight point B And set the second reflector on the tripod, the telescope of the total station and the second reflector are centered and leveled;
(3)、将测站点A、后视点B和图纸上设计的待放样点C的坐标分别输入全站仪,全站仪计算放样角α和放样距离d; (3) Input the coordinates of station A, backsight point B and point C designed on the drawing into the total station respectively, and the total station calculates the stake-out angle α and stake-out distance d;
(4)、旋转全站仪的望远镜和激光发射器,旋转角度等于放样角α,然后制动并固定望远镜和激光发射器; (4) Rotate the telescope and laser transmitter of the total station, the rotation angle is equal to the stakeout angle α, then brake and fix the telescope and laser transmitter;
(5)、将第一反光镜放置在激光发射器视准轴所在的方向上,然后一个人站在全站仪处通过望远镜来指挥手持固定杆的人,该人将第一反光镜沿激光指示方向前后移动,在移动过程中激光发射器发射的光线始终照射在第一反光镜上; (5) Place the first reflector in the direction of the collimation axis of the laser transmitter, and then a person stands at the total station and directs the person holding the fixed rod through the telescope, and the person guides the first reflector along the laser beam Move back and forth in the indicated direction, and the light emitted by the laser transmitter always shines on the first reflector during the movement;
(6)、通过观测全站仪,当第一反光镜距离测站点A的水平距离等于放样距离d,停止移动第一反光镜,反光镜再地面的正投影即为待放样点C的精确位置,这样就实现待放样点C的精确放样。 (6) By observing the total station, when the horizontal distance between the first reflector and station A is equal to the stakeout distance d, stop moving the first reflector, and the orthographic projection of the reflector on the ground is the precise position of point C to be staked out , so as to realize the accurate stakeout of point C to be staked out.
采用上述技术方案,本发明利用全站仪进行放样,首先在全站仪上安装激光发射器,测出放样角,再确定望远镜视准轴方向和激光发射器发射的激光指示方向保持一致,然后沿激光发射器的激光指示方向前后移动第一反光镜,实现精确放样。 Adopt the above-mentioned technical scheme, the present invention utilizes total station to carry out lofting, at first install laser emitter on the total station, measure the stake-out angle, then determine that the direction of telescope line-of-sight axis is consistent with the laser indication direction emitted by laser emitter, and then Move the first reflector back and forth along the laser pointer direction of the laser transmitter to achieve precise stakeout.
测站点A和后视点B的坐标均为已知的,放样角α为∠BAC的角度,放样距离d为测站点A和待放样点C之间的水平距离。 The coordinates of station A and backsight point B are known, the stakeout angle α is the angle of ∠BAC, and the stakeout distance d is the horizontal distance between station A and point C to be staked out.
本发明在全站仪望远镜上安置激光发射器,发射的激光方向与望远镜视准轴方向一致,沿激光指示的方向前后移动反光镜实现精确放样。利用该方法放样时,只需要沿激光指示方向前后移动反光镜,不需要反复左右调节反光镜位置,放样精确、并且放样效率极高。 In the invention, a laser emitter is arranged on the total station telescope, and the direction of the emitted laser light is consistent with the collimating axis direction of the telescope, and the reflector is moved back and forth along the direction indicated by the laser light to realize precise stakeout. When using this method to stake out, you only need to move the reflector back and forth along the direction indicated by the laser, without repeatedly adjusting the position of the reflector left and right, the stakeout is accurate and the stakeout efficiency is extremely high.
附图说明 Description of drawings
图1是本发明的结构示意图。 Fig. 1 is a schematic structural view of the present invention.
具体实施方式 Detailed ways
如图1所示,本发明的全站仪快速放样方法,包括以下步骤: As shown in Figure 1, total station of the present invention stakes out method fast, comprises the following steps:
(1)、首先在全站仪1的望远镜上安装激光发射器2,在一根固定杆3上设置第一反光镜4,调整激光发射器2发射激光的方向与望远镜的视准轴方向一致;
(1) First install the laser transmitter 2 on the telescope of the
(2)、根据测站点A、后视点B的坐标和待放样点C的坐标,在场地的选定测站点A和后视点B,在测站点A安置全站仪,在后视点B安置三脚架并在三脚架上设置第二反光镜,全站仪的望远镜和第二反光镜对中整平; (2) According to the coordinates of station A, backsight point B and the coordinates of point C to be set out, select station A and backsight point B on the site, install a total station at station A, and place a tripod at backsight point B And set the second reflector on the tripod, the telescope of the total station and the second reflector are centered and leveled;
(3)、将测站点A、后视点B和图纸上设计的待放样点C的坐标分别输入全站仪1,全站仪计算放样角α和放样距离d;
(3) Input the coordinates of station A, backsight point B and point C to be staked out on the drawing into the
(4)、旋转全站仪1的望远镜和激光发射器2,旋转角度等于放样角α,然后制动并固定望远镜和激光发射器2;
(4) Rotate the telescope and laser transmitter 2 of the
(5)、将第一反光镜4放置在激光发射器2视准轴所在的方向(图中虚线)上,然后一个人站在全站仪1处通过望远镜来指挥手持固定杆3的人,该人将第一反光镜4沿激光指示方向(图中箭头指向)前后移动,在移动过程中激光发射器2发射的光线始终照射在第一反光镜4上;
(5) Place the first reflector 4 in the direction of the collimation axis of the laser transmitter 2 (the dotted line in the figure), and then a person stands at the
(6)、通过观测全站仪1,当第一反光镜4距离测站点A的水平距离等于放样距离d,停止移动第一反光镜4,反光镜再地面的正投影即为待放样点C的精确位置,这样就实现待放样点C的精确放样。
(6) By observing the
上述实施例并非对本发明的形状、材料、结构等作任何形式上的限制,凡是依据本发明的技术实质对以上实施例所作的任何简单修改、等同变化与修饰,均属于本发明技术方案的保护范围。 The above-mentioned embodiments do not impose any formal restrictions on the shape, material, structure, etc. of the present invention. All simple modifications, equivalent changes and modifications made to the above embodiments according to the technical essence of the present invention belong to the protection of the technical solutions of the present invention. scope.
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Cited By (9)
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CN104048654A (en) * | 2014-05-21 | 2014-09-17 | 江苏海事职业技术学院 | Scribing and detection method for fixed molding bed based on step-by-step conversion of spatial coordinate data |
CN104101314A (en) * | 2014-08-06 | 2014-10-15 | 中国十九冶集团有限公司 | One-time positioning method for center line of multi-layer belt conveyor |
CN105300365A (en) * | 2015-11-24 | 2016-02-03 | 广州市盾建地下工程有限公司 | Orientation device and orientation method for excavation of communication channel |
CN109272846A (en) * | 2017-01-13 | 2019-01-25 | 大连大学 | Total station coordinate measurement method for total station coordinate measurement teaching model |
CN109457722A (en) * | 2018-10-30 | 2019-03-12 | 安徽信息工程学院 | A kind of localization method of foundation bolt |
CN109655048A (en) * | 2019-02-26 | 2019-04-19 | 武汉冶建筑安装工程有限责任公司 | Total station Fast Fixed-point line-putting method |
CN109764862A (en) * | 2018-12-26 | 2019-05-17 | 山东省田庄煤矿有限公司 | Roadway construction middle line rapid setting-out method |
CN110672079A (en) * | 2019-10-12 | 2020-01-10 | 中铁大桥局集团第一工程有限公司 | Rapid and precise lofting guide measurement method |
CN115507826A (en) * | 2022-09-06 | 2022-12-23 | 上海市基础工程集团有限公司 | A measuring device and method for positioning an assembled guide wall |
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Cited By (13)
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CN104048654A (en) * | 2014-05-21 | 2014-09-17 | 江苏海事职业技术学院 | Scribing and detection method for fixed molding bed based on step-by-step conversion of spatial coordinate data |
CN104101314A (en) * | 2014-08-06 | 2014-10-15 | 中国十九冶集团有限公司 | One-time positioning method for center line of multi-layer belt conveyor |
CN105300365A (en) * | 2015-11-24 | 2016-02-03 | 广州市盾建地下工程有限公司 | Orientation device and orientation method for excavation of communication channel |
CN105300365B (en) * | 2015-11-24 | 2018-05-08 | 广州市盾建地下工程有限公司 | Orientation device and orientation method for excavation of communication channel |
CN109300381B (en) * | 2017-01-13 | 2020-10-09 | 大连大学 | Stakeout Method for Coordinate Surveying with Total Station |
CN109272846A (en) * | 2017-01-13 | 2019-01-25 | 大连大学 | Total station coordinate measurement method for total station coordinate measurement teaching model |
CN109300381A (en) * | 2017-01-13 | 2019-02-01 | 大连大学 | Stakeout Method for Coordinate Surveying with Total Station |
CN109457722A (en) * | 2018-10-30 | 2019-03-12 | 安徽信息工程学院 | A kind of localization method of foundation bolt |
CN109764862A (en) * | 2018-12-26 | 2019-05-17 | 山东省田庄煤矿有限公司 | Roadway construction middle line rapid setting-out method |
CN109655048A (en) * | 2019-02-26 | 2019-04-19 | 武汉冶建筑安装工程有限责任公司 | Total station Fast Fixed-point line-putting method |
CN110672079A (en) * | 2019-10-12 | 2020-01-10 | 中铁大桥局集团第一工程有限公司 | Rapid and precise lofting guide measurement method |
CN110672079B (en) * | 2019-10-12 | 2021-12-14 | 中铁大桥局集团第一工程有限公司 | Rapid and precise lofting guide measurement method |
CN115507826A (en) * | 2022-09-06 | 2022-12-23 | 上海市基础工程集团有限公司 | A measuring device and method for positioning an assembled guide wall |
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