CN111721273A - A laser vertical line measuring device and laser vertical line measuring system - Google Patents
A laser vertical line measuring device and laser vertical line measuring system Download PDFInfo
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- G—PHYSICS
- G01—MEASURING; TESTING
- G01C—MEASURING DISTANCES, LEVELS OR BEARINGS; SURVEYING; NAVIGATION; GYROSCOPIC INSTRUMENTS; PHOTOGRAMMETRY OR VIDEOGRAMMETRY
- G01C15/00—Surveying instruments or accessories not provided for in groups G01C1/00 - G01C13/00
- G01C15/002—Active optical surveying means
- G01C15/008—Active optical surveying means combined with inclination sensor
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/14—Conveying or assembling building elements
- E04G21/16—Tools or apparatus
- E04G21/18—Adjusting tools; Templates
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/14—Conveying or assembling building elements
- E04G21/16—Tools or apparatus
- E04G21/18—Adjusting tools; Templates
- E04G21/1841—Means for positioning building parts or elements
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- G—PHYSICS
- G01—MEASURING; TESTING
- G01C—MEASURING DISTANCES, LEVELS OR BEARINGS; SURVEYING; NAVIGATION; GYROSCOPIC INSTRUMENTS; PHOTOGRAMMETRY OR VIDEOGRAMMETRY
- G01C15/00—Surveying instruments or accessories not provided for in groups G01C1/00 - G01C13/00
- G01C15/12—Instruments for setting out fixed angles, e.g. right angles
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Abstract
Description
技术领域technical field
本申请涉及的建造安装技术领域,特别是涉及一种激光垂线测量装置、及激光垂线测量系统。The present application relates to the technical field of construction and installation, and in particular, to a laser vertical line measurement device and a laser vertical line measurement system.
背景技术Background technique
在建造领域,逆作法施工技术是高层建筑物最先进的施工技术方法,具有材料节约、环保的优点,因此在环境保护要求比较高的深大基坑工程中应用日益广泛。在地下结构逆作法施工中,临时支承立柱与永久结构立柱往往合二为一,即基坑工程施工阶段采用钢管柱或钢格构柱作为临时支承立柱,待基坑工程完成以后再在其外包钢筋混凝土,成为永久结构立柱;这对临时支承立柱的施工质量提出了很高的要求,规范规定结构立柱轴线偏差应当控制在±5mm以内,垂直度控制在1/500到1/600以内;控制结构立柱轴线的垂直度,是结构逆作法的关键技术。In the field of construction, the reverse method construction technology is the most advanced construction technology method for high-rise buildings. It has the advantages of material saving and environmental protection. Therefore, it is widely used in deep and large foundation pit projects with high environmental protection requirements. In the reverse construction of underground structures, temporary support columns and permanent structure columns are often combined into one, that is, steel pipe columns or steel lattice columns are used as temporary support columns in the construction stage of the foundation pit project, and they are outsourced after the foundation pit project is completed. Reinforced concrete becomes a permanent structural column; this puts forward high requirements for the construction quality of the temporary supporting column. The specification stipulates that the axis deviation of the structural column should be controlled within ±5mm, and the verticality should be controlled within 1/500 to 1/600; control The verticality of the axis of the structural column is the key technology of the structural inversion method.
在电力塔杆安装过程中,也有同样的问题,为了控制塔身垂直度,每1到2段就必须进行垂直度检测,调整好后才能继续安装;当整个塔身安装好后,塔身垂直度调节好并将固定螺栓拧紧后才能吊装平台;整塔结构完成后,还需要调整垂直度到最佳状态(规范要求为1/2000)。In the installation process of the power tower pole, there is also the same problem. In order to control the verticality of the tower body, the verticality detection must be carried out every 1 to 2 sections, and the installation can be continued after adjustment; The platform can be hoisted only after the degree of adjustment is adjusted and the fixing bolts are tightened; after the completion of the whole tower structure, the vertical degree needs to be adjusted to the best state (the specification requirement is 1/2000).
无线通信中塔桅构件的垂直度,在安装与使用过程中,其值不大于被测高度的1/1500,因此,市场也期待高效垂直度检测技术。The verticality of tower mast components in wireless communication is not greater than 1/1500 of the measured height during installation and use. Therefore, the market also expects efficient verticality detection technology.
在传统安装过程中,为了保证单根立柱(构件)、钢管的垂直度,通常在吊装作业前后,多次使用经纬仪进行人工测量与监测,费时,效率低;特别是对逆作法的大型支承立柱,进行垂直度监测的代价,十分高昂。如何保证安装时立柱垂直度,并进行快速安全施工,是现在的技术难题。除了使用外部的经纬仪这类设备进行外部检测外,为了安装方便,传统的钢立柱垂直度检测方法主要有:测斜管法和倾斜仪法。这些方法也同样用于电力塔杆和无线通信中塔桅构件的安装。In the traditional installation process, in order to ensure the verticality of a single column (component) and steel pipe, the theodolite is usually used for manual measurement and monitoring many times before and after the hoisting operation, which is time-consuming and inefficient. , the cost of verticality monitoring is very high. How to ensure the verticality of the column during installation, and how to carry out fast and safe construction is the current technical problem. In addition to the use of external theodolites for external detection, for the convenience of installation, the traditional verticality detection methods of steel columns mainly include: inclinometer method and inclinometer method. These methods are also used for the installation of tower masts in power towers and wireless communications.
测斜管法:即在平行于钢立柱中轴线位置的外侧绑缚测斜管,然后在钢立柱下到准备的安装孔中后,用测斜仪在测斜管中测量若干个点来计算钢立柱的垂直度;根据测量结果指导调整钢立柱的垂直度,然后再复测,如果不符合要求,再重复前面的操作步骤直到符合钢立柱的垂直度要求为止;由测试方法可以看出,要调整一根较长米长的钢立柱的垂直度达到设计要求的1/500以上,都要测量→调整→复测→调整→复测→……这个流程,耗时费力,效率非常低;同时这种测量方法受多方面因素的影响而无法达到较高的精度,这是因为:⑴测斜管的生产误差。测斜管的壁厚和导槽的深度误差;⑵测斜仪在测斜管底部和顶部因温度变化所引起的误差;⑶测量人员拉放绳缆的方式所造成的误差。Inclination tube method: that is to bind the inclinometer tube on the outside parallel to the central axis of the steel column, and then use the inclinometer to measure several points in the inclinometer tube after the steel column is lowered into the prepared installation hole to calculate The verticality of the steel column; adjust the verticality of the steel column according to the guidance of the measurement results, and then re-measure, if it does not meet the requirements, repeat the previous steps until it meets the verticality requirements of the steel column; it can be seen from the test method, To adjust the verticality of a long-meter-long steel column to more than 1/500 of the design requirements, it must be measured → adjusted → re-measured → adjusted → re-measured →... This process is time-consuming and labor-intensive, and the efficiency is very low; At the same time, this measurement method cannot achieve high accuracy due to the influence of many factors, because: (1) the production error of the inclinometer tube. The wall thickness of the inclinometer tube and the depth error of the guide groove; (2) the error caused by the temperature change of the inclinometer at the bottom and top of the inclinometer tube; (3) the error caused by the way the measuring personnel pulls and releases the rope.
倾斜仪法:用倾斜仪来测量钢立柱的垂直度时,首先将钢立柱用起重机吊起,然后用激光经纬仪测量并同时调整钢立柱的垂直度,当钢立柱完全垂直时,固定倾斜仪,并将倾斜仪设定为零位;然后再在正交方向,用同样方法定位倾斜仪并归零,这样,才能确定倾斜仪在钢立柱上完成安装;倾斜仪法的主要缺陷在于倾斜仪在钢立柱上的安装定位异常困难,工效太低且工料成本太大,难以在工程中推广应用。Inclinometer method: When using the inclinometer to measure the verticality of the steel column, first lift the steel column with a crane, then use the laser theodolite to measure and adjust the verticality of the steel column at the same time, when the steel column is completely vertical, fix the inclinometer, Set the inclinometer to zero position; then in the orthogonal direction, use the same method to position the inclinometer and return to zero, so that it can be determined that the inclinometer is installed on the steel column; the main defect of the inclinometer method is that the inclinometer is in The installation and positioning on the steel column is extremely difficult, the work efficiency is too low and the material cost is too high, so it is difficult to popularize and apply in the project.
现阶段已有采用激光发生器与两轴倾斜仪结合的方式完成大型构件安装时垂直度实时监测;其方法是在地面、在大型构件的一端安装激光发生器与两轴倾斜仪结合的装置,沿立柱轴线方向发射激光,观测靶纸上光斑位置情况,在通过调节安装倾斜仪的安装平面,使得不同立柱位置的靶纸上光斑位置基本一致,从而确定倾斜仪的安装平面与立柱轴线垂直;起吊后,再通过安装倾斜仪水平度检测完成对立柱垂直度的间接测量;这种方法已经优于测斜管法和单一倾斜仪法。At this stage, a combination of a laser generator and a two-axis inclinometer has been used to complete the real-time monitoring of the verticality during the installation of large-scale components; The laser is emitted along the axis of the column, and the position of the spot on the target paper is observed. By adjusting the installation plane of the inclinometer, the positions of the spots on the target paper at different column positions are basically the same, so as to determine that the installation plane of the inclinometer is perpendicular to the axis of the column; After the lifting, the indirect measurement of the verticality of the column is completed by installing the inclinometer level detection; this method is already superior to the inclinometer method and the single inclinometer method.
现有的激光发生器与两轴倾斜仪集成设备存在一些缺点,包括:Existing laser generators integrated with two-axis inclinometers have several disadvantages, including:
(1)只用X与Y方向的水平方向检测,没有实现立柱X、Y、Z三轴姿态检测;(1) Only the horizontal direction detection in the X and Y directions is used, and the three-axis attitude detection of the column X, Y, and Z is not realized;
(2)没有集成无线通信,设备体积大、自动化程度低使用繁杂;(2) There is no integrated wireless communication, the equipment is bulky, the degree of automation is low, and the use is complicated;
(3)缺乏Z轴测量值,在地面进行集成设备安装平面与立柱轴线垂直调校时,不能批量粗调,调节速度慢、效率低;(3) Lack of Z-axis measurement value, when the integrated equipment installation plane and the vertical axis of the column are adjusted vertically on the ground, it cannot be roughly adjusted in batches, and the adjustment speed is slow and the efficiency is low;
(4)安装平面与立柱轴线垂直调校时,激光光束与立柱间距检测使用人工测量、记录,分析与处理效率低,影响调节速度;(4) When the installation plane and the axis of the column are vertically adjusted, the distance between the laser beam and the column is measured and recorded manually, and the analysis and processing efficiency is low, which affects the adjustment speed;
(5)在安装平面调整完成后,如果有未经授权的安装平面调节,难以发现;(5) After the installation plane adjustment is completed, if there is an unauthorized installation plane adjustment, it is difficult to find;
(6)操作应用门槛高、难度高,需专业人员进行处理。(6) The operation and application threshold is high and the difficulty is high, and professional personnel are required to deal with it.
现有技术集成度低、自动化程度低,功能单一,缺乏立柱X、Y、Z三轴姿态检测,大大影响施工效率。The existing technology has low integration, low automation, single function, and lack of three-axis attitude detection of column X, Y, and Z, which greatly affects construction efficiency.
发明内容SUMMARY OF THE INVENTION
鉴于以上所述现有技术的缺点,本申请的目的在于提供一种激光垂线测量装置、及激光垂线测量系统,以解决现有技术中的问题。In view of the above-mentioned shortcomings of the prior art, the purpose of the present application is to provide a laser vertical line measurement device and a laser vertical line measurement system to solve the problems in the prior art.
为实现上述目的及其他相关目的,本申请提供一种激光垂线测量装置,安装于设置在立柱顶端的调节支架上,所述装置包括:准直激光发生器,用于发射与本装置的安装平面相垂直的激光光束,以供利用所述激光光束调节本装置的安装平面以垂直于所述立柱的轴线;相互垂直的主三轴倾斜传感器与辅三轴倾斜传感器,用于采集三轴方向测量数据;通信单元,用于与外部终端通信连接,以实现数据交互。In order to achieve the above purpose and other related purposes, the present application provides a laser vertical line measurement device, which is installed on an adjustment bracket arranged at the top of the column, and the device includes: a collimated laser generator, which is used to emit and install the device. A laser beam with a plane perpendicular to the plane is used to adjust the installation plane of the device to be perpendicular to the axis of the column by using the laser beam; the main three-axis tilt sensor and the auxiliary three-axis tilt sensor that are perpendicular to each other are used to collect the three-axis direction Measurement data; a communication unit for communicating with an external terminal to realize data interaction.
于本申请的一实施例中,所述主三轴倾斜传感器的Z轴与所述准直激光发生器的光束方向同轴;所述辅三轴倾斜传感器的Z轴与安装平面平行;所述主三轴倾斜传感器或所述辅三轴倾斜传感器所采集的X、Y、Z三轴方向测量数据,以供测量立柱的垂直度值或水平度值。In an embodiment of the present application, the Z-axis of the main three-axis tilt sensor is coaxial with the beam direction of the collimating laser generator; the Z-axis of the auxiliary three-axis tilt sensor is parallel to the installation plane; the The X, Y, Z three-axis direction measurement data collected by the main three-axis inclination sensor or the auxiliary three-axis inclination sensor is used to measure the verticality value or the horizontality value of the column.
于本申请的一实施例中,所述准直激光发生器发出的激光光束与所述立柱之间的距离,可通过激光二维位移计测量激光光束在所述立柱不同长度位置的光斑位置,以供将间距调整一致,实现所述调节支架的安装平面垂直于所述立柱的轴线。In an embodiment of the present application, the distance between the laser beam emitted by the collimated laser generator and the column can be measured by a two-dimensional laser displacement meter at the spot positions of the laser beam at different lengths of the column, In order to adjust the distance uniformly, the installation plane of the adjusting bracket is perpendicular to the axis of the column.
于本申请的一实施例中,所述通信单元的通信方式包括:蓝牙、红外、WiFi、2G/3G/4G/5G、NB-IOT、LoRa、Zigbee、及MavLink中任意一个或多个组合。In an embodiment of the present application, the communication mode of the communication unit includes any one or a combination of any one or more of Bluetooth, infrared, WiFi, 2G/3G/4G/5G, NB-IOT, LoRa, Zigbee, and MavLink.
于本申请的一实施例中,所述装置不设任何按钮或开关;当外部充电电源接入或所述通信单元接收到指令时,所述装置才被激活使用。In an embodiment of the present application, the device does not have any buttons or switches; the device is activated and used only when an external charging power source is connected or the communication unit receives an instruction.
于本申请的一实施例中,所述装置设有温度传感器,用于对测量数据的精度进行补偿。In an embodiment of the present application, the device is provided with a temperature sensor for compensating the accuracy of the measurement data.
于本申请的一实施例中,所述装置采用充电电池供电。In an embodiment of the present application, the device is powered by a rechargeable battery.
为实现上述目的及其他相关目的,本申请提供一种激光垂线测量系统,所述系统包括:调节支架,用于安装在立柱顶端;如上所述的激光垂线测量装置,安装于所述调节支架上,用于采集对应立柱的三轴方向测量数据;激光二维位移计,用于测量所述准直激光发生器发出的激光光束与所述立柱之间的距离,以供将间距调整一致,实现所述调节支架的安装平面垂直于所述立柱的轴线;外部终端,用于存储、显示、处理所述三轴方向测量数据,以供指导垂直度调整作业的操控设备和配套软件。In order to achieve the above purpose and other related purposes, the present application provides a laser vertical line measurement system, the system includes: an adjustment bracket, which is installed on the top of a column; the above-mentioned laser vertical line measurement device is installed in the adjustment bracket. On the bracket, it is used to collect the three-axis measurement data of the corresponding column; the laser two-dimensional displacement meter is used to measure the distance between the laser beam emitted by the collimated laser generator and the column, so as to adjust the distance to be consistent , to realize that the installation plane of the adjustment bracket is perpendicular to the axis of the column; the external terminal is used to store, display and process the measurement data of the three-axis direction, so as to provide the control equipment and supporting software for guiding the verticality adjustment operation.
于本申请的一实施例中,通过调节所述调节支架的螺栓以调整其安装平面的水平度。In an embodiment of the present application, the level of the installation plane is adjusted by adjusting the bolts of the adjusting bracket.
综上所述,本申请的一种激光垂线测量装置、及激光垂线测量系统。具有以下有益效果:To sum up, the present application provides a laser vertical line measurement device and a laser vertical line measurement system. Has the following beneficial effects:
本申请所述装置及系统能与外部终端通信实现数据交互,体积小,结构简单,能在地面通过调节激光光束方向来调节支架,可快速实现本装置安装面姿态调节,保证安装面与立柱轴线垂直,同时利用主辅三轴倾斜传感器输出有效的Z、X与Y轴向测量数据,保证立柱的垂直度调节,并在保证垂直度精度同时,提升作业效率和本装置的可靠性。The device and system described in this application can communicate with external terminals to realize data interaction, have small size and simple structure, and can adjust the bracket by adjusting the direction of the laser beam on the ground, which can quickly adjust the attitude of the installation surface of the device and ensure the installation surface and the axis of the column. At the same time, the main and auxiliary three-axis tilt sensors are used to output effective Z, X and Y axis measurement data to ensure the verticality adjustment of the column, and at the same time to ensure the verticality accuracy, improve the operation efficiency and the reliability of the device.
附图说明Description of drawings
图1显示为本申请于一实施例中一种激光垂线测量系统的场景示意图。FIG. 1 is a schematic diagram of a scene of a laser vertical line measurement system in an embodiment of the present application.
图2显示为本申请于一实施例中地面调整激光垂线测量装置安装面的结构示意图。FIG. 2 is a schematic diagram showing the structure of the installation surface of the ground-adjusted laser vertical line measuring device in an embodiment of the present application.
图3显示为本申请于一实施例中的立柱被吊起下井安装时的结构示意图。FIG. 3 is a schematic structural diagram of the vertical column in an embodiment of the present application when it is hoisted and installed in a well.
具体实施方式Detailed ways
以下通过特定的具体实例说明本申请的实施方式,本领域技术人员可由本说明书所揭露的内容轻易地了解本申请的其他优点与功效。本申请还可以通过另外不同的具体实施方式加以实施或应用,本说明书中的各项细节也可以基于不同观点与应用,在没有背离本申请的精神下进行各种修饰或改变。需说明的是,在不冲突的情况下,以下实施例及实施例中的特征可以相互组合。The embodiments of the present application are described below through specific specific examples, and those skilled in the art can easily understand other advantages and effects of the present application from the contents disclosed in this specification. The present application can also be implemented or applied through other different specific embodiments, and various details in this specification can also be modified or changed based on different viewpoints and applications without departing from the spirit of the present application. It should be noted that the following embodiments and features in the embodiments may be combined with each other under the condition of no conflict.
需要说明的是,以下实施例中所提供的图示仅以示意方式说明本申请的基本构想,虽然图式中仅显示与本申请中有关的组件而非按照实际实施时的组件数目、形状及尺寸绘制,但其实际实施时各组件的型态、数量及比例可为一种随意的改变,且其组件布局型态也可能更为复杂。It should be noted that the drawings provided in the following embodiments are only used to illustrate the basic concept of the present application in a schematic way, although the drawings only show the components related to the present application rather than the number, shape and number of components in actual implementation. The dimensions are drawn, but the type, quantity and proportion of each component can be arbitrarily changed in actual implementation, and the component layout may also be more complicated.
虽然在一些实例中术语第一、第二等在本文中用来描述各种元件,但是这些元件不应当被这些术语限制。这些术语仅用来将一个元件与另一个元件进行区分。例如,第一接口及第二接口等描述。再者,如同在本文中所使用的,单数形式“一”、“一个”和“该”旨在也包括复数形式,除非上下文中有相反的指示。应当进一步理解,术语“包含”、“包括”表明存在所述的特征、步骤、操作、元件、组件、项目、种类、和/或组,但不排除一个或多个其他特征、步骤、操作、元件、组件、项目、种类、和/或组的存在、出现或添加。此处使用的术语“或”和“和/或”被解释为包括性的,或意味着任一个或任何组合。因此,“A、B或C”或者“A、B和/或C”意味着“以下任一个:A;B;C;A和B;A和C;B和C;A、B和C”。仅当元件、功能、步骤或操作的组合在某些方式下内在地互相排斥时,才会出现该定义的例外。Although in some instances the terms first, second, etc. are used herein to describe various elements, these elements should not be limited by these terms. These terms are only used to distinguish one element from another. For example, the first interface and the second interface are described. Also, as used herein, the singular forms "a," "an," and "the" are intended to include the plural forms as well, unless the context dictates otherwise. It should be further understood that the terms "comprising", "comprising" indicate the presence of stated features, steps, operations, elements, components, items, kinds, and/or groups, but do not exclude one or more other features, steps, operations, The existence, appearance or addition of elements, assemblies, items, categories, and/or groups. The terms "or" and "and/or" as used herein are to be construed to be inclusive or to mean any one or any combination. Thus, "A, B or C" or "A, B and/or C" means "any of the following: A; B; C; A and B; A and C; B and C; A, B and C" . Exceptions to this definition arise only when combinations of elements, functions, steps, or operations are inherently mutually exclusive in some way.
此处使用的专业术语只用于言及特定实施例,并非意在限定本申请。此处使用的单数形态,只要语句未明确表示出与之相反的意义,那么还包括复数形态。在说明书中使用的“包括”的意义是把特定特性、区域、整数、步骤、作业、要素及/或成份具体化,并非排除其它特性、区域、整数、步骤、作业、要素及/或成份的存在或附加。The technical terms used herein are only used to refer to specific embodiments and are not intended to limit the application. The singular form used here also includes the plural form, as long as the sentence does not clearly express the opposite meaning. The meaning of "comprising" as used in the specification is to embody particular characteristics, regions, integers, steps, operations, elements and/or components, but not to exclude other characteristics, regions, integers, steps, operations, elements and/or components exist or append.
针对大型立柱(构件)垂直安装的垂直度监测难题,现有的激光发生器与两轴倾斜仪集成设备,集成度低,功能单一,缺乏立柱(构件)X、Y、Z三轴姿态检测,大大影响施工效率。Aiming at the problem of verticality monitoring for the vertical installation of large columns (components), the existing integrated equipment of laser generator and two-axis inclinometer has low integration and single function, and lacks the three-axis attitude detection of column (component) X, Y, and Z. greatly affect the construction efficiency.
为解决上述问题,本申请提出一种激光垂线测量装置、及激光垂线测量系统,将三轴方向精确测量、激光同轴发射和无线通信技术有机结合起来。In order to solve the above problems, the present application proposes a laser vertical line measurement device and a laser vertical line measurement system, which organically combine the precise measurement of three-axis directions, coaxial laser emission and wireless communication technology.
如图1所示,展示为本申请一实施例中的激光垂线测量系统的场景示意图。如图所示,所述系统架构包括:As shown in FIG. 1 , a schematic diagram of a scene of a laser vertical line measurement system in an embodiment of the present application is shown. As shown in the figure, the system architecture includes:
调节支架100,用于安装在立柱500顶端;The adjusting
所述的激光垂线装置200,安装于所述调节支架100上,用于采集对应立柱500的三轴方向测量数据;The laser
激光二维位移计300,用于测量所述准直激光发生器210发出的激光光束与所述立柱500之间的距离;The laser two-
外部终端400,用于存储、显示、处理所述三轴方向测量数据,以供指导垂直度调整作业的操控设备和配套软件。The
于本实施例中,在立柱500(或构件)垂直安装之前。首先在地面,在立柱500顶端的安装调节支架100,在调节支架100上安装激光垂线测量装置200,然后,沿立柱500轴线方向发射激光光束,通过激光二维位移计300上的光斑位置自动测量激光光束相对于立柱500的偏移值,以指导操作人员调节承载激光光束的调节支架100,实现立柱500轴线与激光光束间距离一致,从而实现激光垂线测量装置200的安装平面与立柱500轴线的垂直。In this embodiment, before the column 500 (or member) is installed vertically. First, on the ground, install the
通过激光垂线测量装置200的内部设计与制造,保证激光光束与安装平面的垂直与同轴;在吊装作业场景下,将立柱500竖立,安装在立柱500顶部的激光垂线测量装置200通过其内设置的主三轴倾斜传感器220和辅三轴倾斜传感器230输出三轴测量数据,基于该数据就能准确反映出立柱500垂直度;三轴测量数据通过激光垂线测量装置200中的通信单元240传输到外部终端400,所述外部终端400可以是手机等移动终端,也可以是远程的云端服务器,以对所述三轴方向测量数据进行存储、显示、处理等,之后操作人员可借助外部终端400接收的所述三轴方向测量数据,根据测立柱500的垂直度与水平度等,指导或操控调垂作业的操控设备和配套软件调节立柱500滚动与俯仰,从而实现立柱500与地面的垂直调节。Through the internal design and manufacture of the laser vertical
其中,调节支架100上设有可调螺栓,通过调节所述调节支架100的螺栓可以调整其安装平面的水平度,从而带动调整激光垂线测量装置200所发出的激光光束的方向。The
所述激光二维位移计300可以测量激光光束在所述立柱500不同长度位置的光斑位置,从而测获得激光光束与所述立柱500之间的距离,然后可以指导调整所述调节支架100以将间距调整一致,从而实现所述调节支架100的安装平面垂直于所述立柱500的轴线。The laser two-
所述激光二维位移计300也叫激光二维传感器或激光位移传感器,它是利用激光技术进行测量的传感器。它由激光器、激光检测器和测量电路组成。激光传感器是新型测量仪表,能够精确非接触测量被测物体的位置、位移等变化。它可以测量位移、厚度、振动、距离、直径等精密的几何测量。激光有直线度好的优良特性,同样激光位移传感器相对于我们已知的超声波传感器有更高的精度。The laser two-
所述外部终端400主要用于远程接收、存储、显示、处理三轴方向测量数据,以供指导或操作垂直度调整作业的操控设备和配套软件。举例来说,所述外部终端400可以是移动终端,通信单元240可以将相关处理后的数据传送至现场操作人员的手机或pad等移动终端上,以供指导现场操作人员调整作业的操控设备和配套软件,实现对立柱500的调垂操作;或者,所述外部终端400可以是云端服务器,通信单元240可以将相关处理后的数据传送至远程的远端服务器上,以对数据进行接收、存储、显示、处理等,然后将相关数据或根据数据生成的相关指令,发送至现场的操作人员的移动终端,或直接发送至调整作业的操控设备和配套软件,如吊机等。The
简单来说,所述激光垂线测量系统是以本申请所述的激光垂线测量装置200为核心构建的。具体地,所述激光垂线测量装置200安装于设置在立柱500顶端的调节支架100上,所述激光垂线测量装置200包括:In short, the laser vertical line measuring system is constructed with the laser vertical
准直激光发生器210,用于发射与本装置200的安装平面相垂直的激光光束,以供利用所述激光光束调节本装置200的安装平面垂直于所述立柱500的轴线。The collimated
所述准直激光发生器210也叫激光准直仪,其由激光器作为光源的发射系统与附件部分组成。激光准直仪将激光束作为定向发射而在空间形成的一条光束作为准直的基准线,以标定直线的一种工程测量仪器。The collimated
需要说明的是,由于所述激光垂线测量装置200还附带有相互垂直的主三轴倾斜传感器220与辅三轴倾斜传感器230,以供在立柱500安装过程中实时提供立柱500的垂直度或水平度,因此,本申请需要在出厂时设置所述激光垂线测量装置200的安装平面与所述准直激光发生器210发出的激光光束垂直,或者,在安装施工前,校正设置所述激光垂线测量装置200的安装平面与所述准直激光发生器210发出的激光光束垂直。It should be noted that, because the laser vertical
于本实施例中,相互垂直的主三轴倾斜传感器220与辅三轴倾斜传感器230,用于采集三轴方向测量数据。其中,所述主三轴倾斜传感器220的Z轴与所述准直激光发生器210的光束方向同轴;所述辅三轴倾斜传感器230的Z轴与安装平面平行;所述主三轴倾斜传感器220或所述辅三轴倾斜传感器230所采集的X、Y、Z三轴方向测量数据,以供测量立柱500的垂直度值或水平度值。In this embodiment, the main three-
需要说明的是,上述对主三轴倾斜传感器220与辅三轴倾斜传感器230的设置可在出厂时设置完成。It should be noted that, the above-mentioned settings for the main three-
举例来说,在操作人员的智能手机或平板电脑,安装对应设计的软件,通过接收到的激光垂线测量装置200的两组垂直安装的主三轴倾斜传感器220和辅三轴倾斜传感器230所采集的三轴方向测量数据,操作人员利用辅三轴倾斜传感器230输出的有效Z轴数据快速直接的进行立柱500垂直度调节操作,或者,同时利用主三轴倾斜传感器220输出有效的X与Y两轴向测量数据保证立柱500的垂直度调节,能够在保证垂直度精度同时,提升作业效率;同时主三轴倾斜传感器220、辅三轴倾斜传感器230互为冗余,提升装置200可靠性。For example, the corresponding designed software is installed on the operator's smartphone or tablet, and the received two sets of vertically installed main three-
本申请通过激光垂线测量装置200中的准直激光发生器210与相互垂直的主三轴倾斜传感器220与辅三轴倾斜传感器230,能在地面通过调节激光光束方向来调节支架100,进而可快速实现无线激光垂线装置200安装面姿态调节,保证无线激光垂线装置200安装面与立柱500轴线垂直。另外,在地面同一场地位置进行多根立柱500安装作业时,使用激光垂线测量装置200输出主三轴倾斜传感器220有效Z轴测量值,能快速完成多个激光垂线测量装置200安装面姿态粗调,大大提升作业效率;立柱500竖立起来时,激光垂线测量装置200的辅三轴倾斜传感器230能实时准确测量立柱500轴线Z轴垂直度和主三轴倾斜传感器220立柱500顶端水平度,在保证数据精度同时,提升作业效率和装置200的可靠性。In the present application, through the collimated
通信单元240,用于与外部终端400通通信连接,以实现数据交互。所述外部终端400可以是手机等移动终端,也可以是远程的云端服务器,以对所述三轴方向测量数据进行存储、显示、处理等,之后操作人员可借助外部终端400接收的所述三轴方向测量数据,根据测立柱500的垂直度与水平度等,指导调垂作业的操控设备和配套软件调节立柱500滚动与俯仰,从而实现立柱500与地面的垂直调节。The
于本实施例中,所述通信单元240的通信方式包括:蓝牙、红外、WiFi、2G/3G/4G/5G、NB-IOT、LoRa、Zigbee、及MavLink中任意一个或多个组合。In this embodiment, the communication mode of the
于一或多个实时例中,本申请中所述的通信单元240也可以包括有线通信方式,如USB1.0/2.0/3.x、MicroUSB、MiniUSB、串行接口、及并行接口中任意一个或多个组合。例如,对小型立柱500或构建进行吊装时可采用有线通信方式。In one or more real-time examples, the
于本实施例中,所述准直激光发生器210发出的激光光束与所述立柱500之间的距离,可通过激光二维位移计300测量激光光束在所述立柱500不同长度位置的对应在激光二维计的靶面上的位置,以供将间距调整一致,实现所述调节支架100的安装平面垂直于所述立柱500的轴线。In this embodiment, the distance between the laser beam emitted by the collimated
于本实施例中,所述激光垂线测量装置200不设任何按钮或开关;当外部充电电源接入或所述通信单元240接收到指令时,所述装置200才被激活使用。In this embodiment, the laser vertical
优选地,所述激光垂线测量装置200采用精密加工工艺制造,并进行防水结构设计;所述激光垂线测量装置200出厂时处于休眠状态,外部不安装任何开关,只有数据通信口通信或者充电时才能激活使用。另外,所述激光垂线测量装置200不仅能无线远程关机,而且具有防止吊装作业时,所述激光垂线测量装置200还设置有被误关机保护功能,在所述激光垂线测量装置200安装面与地面基本平行时,自动屏蔽远程关机,以避免被人工远程关闭。Preferably, the laser vertical
于本实施例中,所述激光垂线测量装置200设有温度传感器,用于对测量数据的精度进行补偿。所述激光垂线测量装置200还可具有测量心跳功能,监测设备电量与工作状态,便于设备管理与维护。In this embodiment, the laser vertical
于本实施例中所述装置200采用一次性充电电池供电。In this embodiment, the
进一步地,所述激光垂线测量装置200固定面完成水平调平后,发射的激光束可以作为测量垂线,测量高层建筑、高耸塔桅构件的垂直度,或者作为施工垂线使用;或,所述激光垂线测量装置200固定面完成垂直调直后,发射的激光束可以作为水平线使用,用于多种测量与施工场景,例如高层建筑群之间不均匀沉降监测、变形监测等。Further, after the horizontal leveling of the fixed surface of the laser vertical
实施例一Example 1
如图2所示,展示为地面调整激光垂线测量装置200安装面的结构示意图。通常立柱500有两种,方型格构柱和圆形钢管柱。这两种立柱500横卧状态下,可以先将激光垂线测量装置200安装在调节支架100上,然后将调节支架100固定安装在立柱500的顶端;通过调节支架100,调节激光光束方向,使得激光二维计自动测量激光光斑位值或者光靶手动测量的光斑位置,在立柱500的不同位置时保持一致,这时能确定激光与立柱500轴线平行,当激光垂线测量装置200发射的激光光束与立柱500的横截面垂直,也就是激光垂线测量装置200的垂线与立柱500轴线平行;本装置200在出厂前,已设置激光垂线测量装置200(准直激光发生器210的激光光束)与安装平面的垂直,这样当激光垂线测量装置200安装平面与地面平行时,其主三轴倾斜传感器220测量的水平度能直接反映立柱500垂直度;同时激光垂线测量装置200上安装的辅三轴倾斜传感器230的垂直度测量值能快速指导立柱500调节,提高作业效率;主辅传感器可以实现冗余,提高装置200可靠性。最后,激光垂线测量装置200安装面调整完成后,可以关闭激光发生。As shown in FIG. 2 , it is a schematic structural diagram of the installation surface of the ground-adjusted laser vertical
在地面完成激光垂线测量装置200的安装面调平后,激光垂线测量装置200将一直固定在立柱500顶部,并且通过三轴数据监测一直监测安装面姿态,保证安装面不被改动破坏。After the installation surface of the laser vertical
实施例二Embodiment 2
如图3所示,展示为立柱500被吊起下井安装时的结构示意图。当立柱500被吊起并下井(孔),时,如立柱500处于完全垂直状态时,激光垂线测量装置200输出的水平度测量值应为0度。需说明的是,此时已校准好激光垂线测量装置200的激光光束与立柱500同轴或平行,因此,在吊装立柱500时可关闭激光光束,由主三轴倾斜传感器220和辅三轴倾斜传感器230实时测量的采集三轴方向测量数据(垂直度值或水平度值),来指导立柱500的垂直吊装。实际安装过程中,一般立柱500会处于倾斜状态,这时主三轴倾斜传感器220测量的水平度能间接反映立柱500垂直度,辅三轴倾斜传感器230测量Z轴值能直接反映立柱500垂直度;此时,需要根据辅三轴倾斜传感器230的测量的垂直度值和主三轴倾斜传感器220测量的水平度值指导操作人员,通过垂直度调整作业的操控设备和配套软件,如图中示意的吊装设备,调节立柱500滚动与俯仰,以实现立柱500与地面的垂直度的人工调节或自动调节。As shown in FIG. 3 , it is a schematic structural diagram when the
本申请所述装置200能与外部终端400通信实现数据交互,体积小,结构简单,能在地面通过调节激光光束方向来调节支架100,可快速实现无线激光垂线装置200安装面姿态调节,保证无线激光垂线装置200安装平面与立柱500轴线垂直,同时利用主辅三轴倾斜传感器230输出有效的Z、X与Y轴向测量数据保证立柱500的垂直度调节,在保证垂直度精度同时,提升作业效率和本装置的可靠性。The
综上所述,本申请提供的一种激光垂线测量装置、及激光垂线测量系统,安装于设置在立柱顶端的调节支架上,所述装置包括:准直激光发生器,用于发射与本装置的安装平面相垂直的激光光束,以供利用所述激光光束调节本装置的安装平面以垂直于所述立柱的轴线;相互垂直的主三轴倾斜传感器与辅三轴倾斜传感器,用于采集三轴方向测量数据;通信单元,用于与外部终端通信连接,以实现数据交互。To sum up, a laser vertical line measurement device and a laser vertical line measurement system provided in this application are installed on an adjustment bracket arranged at the top of a column, and the device includes: a collimated laser generator for emitting and The installation plane of the device is perpendicular to the laser beam, for using the laser beam to adjust the installation plane of the device to be perpendicular to the axis of the column; the main three-axis tilt sensor and the auxiliary three-axis tilt sensor that are perpendicular to each other are used for Collect three-axis direction measurement data; communication unit, used to communicate with external terminals to realize data exchange.
本申请有效克服了现有技术中的种种缺点而具高度产业利用价值。The present application effectively overcomes various shortcomings in the prior art and has high industrial application value.
上述实施例仅例示性说明本申请的原理及其功效,而非用于限制本发明。任何熟悉此技术的人士皆可在不违背本申请的精神及范畴下,对上述实施例进行修饰或改变。因此,举凡所属技术领域中包含通常知识者在未脱离本发明所揭示的精神与技术思想下所完成的一切等效修饰或改变,仍应由本申请的权利要求所涵盖。The above-mentioned embodiments merely illustrate the principles and effects of the present application, but are not intended to limit the present invention. Anyone skilled in the art can make modifications or changes to the above embodiments without departing from the spirit and scope of the present application. Therefore, all equivalent modifications or changes made by those skilled in the art without departing from the spirit and technical idea disclosed in the present invention should still be covered by the claims of the present application.
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