CN107218911B - Measuring method for tool installation size of tunnel boring machine - Google Patents

Measuring method for tool installation size of tunnel boring machine Download PDF

Info

Publication number
CN107218911B
CN107218911B CN201710612457.1A CN201710612457A CN107218911B CN 107218911 B CN107218911 B CN 107218911B CN 201710612457 A CN201710612457 A CN 201710612457A CN 107218911 B CN107218911 B CN 107218911B
Authority
CN
China
Prior art keywords
point
cutter head
cutter
measured
head panel
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
CN201710612457.1A
Other languages
Chinese (zh)
Other versions
CN107218911A (en
Inventor
张厚美
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
GUANGZHOU UNDERGROUND SHIELDS ENGINEERING Co Ltd
Original Assignee
GUANGZHOU UNDERGROUND SHIELDS ENGINEERING Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by GUANGZHOU UNDERGROUND SHIELDS ENGINEERING Co Ltd filed Critical GUANGZHOU UNDERGROUND SHIELDS ENGINEERING Co Ltd
Priority to CN201710612457.1A priority Critical patent/CN107218911B/en
Publication of CN107218911A publication Critical patent/CN107218911A/en
Application granted granted Critical
Publication of CN107218911B publication Critical patent/CN107218911B/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Classifications

    • GPHYSICS
    • G01MEASURING; TESTING
    • G01BMEASURING LENGTH, THICKNESS OR SIMILAR LINEAR DIMENSIONS; MEASURING ANGLES; MEASURING AREAS; MEASURING IRREGULARITIES OF SURFACES OR CONTOURS
    • G01B21/00Measuring arrangements or details thereof, where the measuring technique is not covered by the other groups of this subclass, unspecified or not relevant

Landscapes

  • Physics & Mathematics (AREA)
  • General Physics & Mathematics (AREA)
  • Other Investigation Or Analysis Of Materials By Electrical Means (AREA)
  • Excavating Of Shafts Or Tunnels (AREA)

Abstract

本发明公开了一种隧道掘进机刀具安装尺寸测量方法,包括如下步骤:S1、在刀盘面板上安装第一反射片,定义所述第一反射片的中心点并记为M,使用全站仪测量出所述刀盘面板的中心点O和所述第一反射片的中心点M的三维坐标值;S2、在待测刀具的定位点上安装第二反射片,定义所述第二反射片的中心点并记为A,使用所述全站仪测量出所述第二反射片的中心点A的三维坐标值;S3、应用空间解析几何方法对所述第一反射片的中心点M、所述刀盘面板的中心点O以及所述第二反射片的中心点A的三维坐标值进行组合计算,得出待测刀具的安装尺寸数据。此该方法可适用于不同安装或使用状态下的刀具测量,测量结果精度高,可提高测量效率,降低测量成本。

The invention discloses a method for measuring the installation size of a tunnel boring machine tool, which includes the following steps: S1. Install a first reflective sheet on the panel of the cutter head, define the center point of the first reflective sheet and record it as M, and use the total station The instrument measures the three-dimensional coordinate values of the center point O of the cutter head panel and the center point M of the first reflective sheet; S2, install a second reflective sheet on the positioning point of the tool to be measured, and define the second reflection The central point of the sheet is also marked as A, and the three-dimensional coordinate value of the central point A of the second reflective sheet is measured using the total station; S3, applying the spatial analytic geometry method to the central point M of the first reflective sheet The three-dimensional coordinate values of the center point O of the cutter head panel and the center point A of the second reflective sheet are combined and calculated to obtain the installation size data of the tool to be measured. This method is applicable to tool measurement under different installation or use states, the measurement result has high precision, the measurement efficiency can be improved, and the measurement cost can be reduced.

Description

隧道掘进机刀具安装尺寸测量方法Measuring method for tool installation size of tunnel boring machine

技术领域technical field

本发明涉及掘进机刀具测量技术领域,特别是涉及一种隧道掘进机刀具安装尺寸测量方法。The invention relates to the technical field of measuring a cutting tool of a tunnel boring machine, in particular to a method for measuring the installation size of a cutting tool of a tunnel boring machine.

背景技术Background technique

在例如穿山公路、地铁等施工项目中,广泛应用着隧道掘进机进行道路施工。隧道掘进机刀盘上安装有各种破岩刀具,主要包括盘形滚刀和各种固定式切刀,各种刀具能否按设计位置进行准确定位安装关系到掘进机的工作性能,因而显得尤为重要。如何检验各种刀具是否按照设计图纸的尺寸数据进行准确安装定位,是刀盘刀具出厂检验过程面临的重要问题。In construction projects such as mountain roads and subways, tunnel boring machines are widely used for road construction. Various rock-breaking tools are installed on the cutter head of the tunnel boring machine, mainly including disc hobs and various fixed cutters. especially important. How to check whether various knives are accurately installed and positioned according to the dimensional data of the design drawings is an important problem faced in the factory inspection process of cutterheads and knives.

目前,较为常用的检验方法是采用专门定制的模板规尺进行测量。其测量原理大致为:按照每个刀具的设计安装位置在模板上刻出刀具轮廓凹槽和尺寸刻度,之后将模板支架固定在刀盘中心,模板可绕刀盘中心旋转,通过将模板凹槽和尺寸刻度与刀盘上对应刀具的轮廓之间的间隙进行对比来测量各个刀具的安装定位尺寸误差。At present, the more commonly used inspection method is to use a specially customized template ruler for measurement. The measurement principle is roughly as follows: according to the design installation position of each tool, the tool outline groove and size scale are carved on the template, and then the template bracket is fixed on the center of the cutter head, and the template can rotate around the center of the cutter head. The installation and positioning dimensional error of each tool is measured by comparing the gap between the size scale and the contour of the corresponding tool on the cutter head.

该方法的优点是直观、测量结果一目了然,但其存在的缺点是需要根据不同的刀具布置方案针对性的加工专用模板规尺,导致测量成本增加,且大量的模板规尺不利于存放管理;此外,该传统测量方法一般是在工厂内进行刀具定位安装时采用,即刀盘与盾体未进行组装前(刀盘水平放置)阶段采用,安装测量误差较大,并且对于盾构机用户来说,在刀盘安装好后就很难采用该方法对刀具安装尺寸进行检测、验收,因而其通用性不高。The advantage of this method is that it is intuitive and the measurement results are clear at a glance, but its disadvantage is that it needs to process special template gauges according to different tool layout schemes, resulting in increased measurement costs, and a large number of template gauges is not conducive to storage management; in addition , this traditional measurement method is generally used when the tool is positioned and installed in the factory, that is, it is used before the cutter head and the shield body are assembled (the cutter head is placed horizontally), the installation measurement error is large, and it is difficult for shield machine users , after the cutter head is installed, it is difficult to use this method to detect and check the installation size of the cutter, so its versatility is not high.

发明内容Contents of the invention

基于此,本发明有必要提供一种隧道掘进机刀具安装尺寸测量方法,能够提高对掘进刀具的的安装定位尺寸进行精确测量,测量结果精度高,且其通用性好,测量成本低。Based on this, it is necessary for the present invention to provide a method for measuring the installation dimension of the tunnel boring machine tool, which can improve the accurate measurement of the installation and positioning dimension of the tunnel boring tool, with high accuracy of measurement results, good versatility, and low measurement cost.

其技术方案如下:Its technical scheme is as follows:

一种隧道掘进机刀具安装尺寸测量方法,包括如下步骤:A method for measuring the installation size of a tunnel boring machine tool, comprising the following steps:

S1、在刀盘面板上安装第一反射片,定义所述第一反射片的中心点为M,测量出所述刀盘面板的中心点O和所述第一反射片的中心点M的三维坐标值;S1. Install the first reflection sheet on the cutter head panel, define the center point of the first reflection sheet as M, and measure the three-dimensionality of the center point O of the cutter head panel and the center point M of the first reflection sheet coordinate value;

S2、在待测刀具的定位点上安装第二反射片,定义所述第二反射片的中心点为A,测量出所述第二反射片的中心点A的三维坐标值;S2. Install a second reflector on the positioning point of the tool to be tested, define the center point of the second reflector as A, and measure the three-dimensional coordinate value of the center point A of the second reflector;

S3、应用空间解析几何方法对所述第一反射片的中心点M、所述刀盘面板的中心点O以及所述第二反射片的中心点A的三维坐标值进行组合计算,得出待测刀具的安装尺寸数据。S3. Combining and calculating the three-dimensional coordinate values of the center point M of the first reflective sheet, the central point O of the cutter head panel, and the central point A of the second reflective sheet by using the spatial analytic geometry method, and obtain Measure the installation size data of the tool.

上述隧道掘进机刀具安装尺寸测量方法首先在刀盘面板上安装第一反射片,之后通过全站仪测量得出刀盘面板的中心点O与第一反射片的中心点M的三维坐标值,之后再在待测刀具的定位点上安装第二反射片,并使用全站仪测量得出第二反射片的中心点A的三维坐标值,最后应用空间解析几何方法对三个中心点的坐标值进行组合计算,从而可以得出待测刀具的安装尺寸数据。如此,不仅可免于针对不同刀具制作专用模板规尺,可大大降低测量成本,同时该测量方法可适用于不同安装或使用状态下的刀具测量,因而其通用性好,且其测量准确性好,测试结果精度高,为掘进刀具安装尺寸的调节与校正提供保障。In the method for measuring the installation size of the cutter of the tunnel boring machine, the first reflective sheet is installed on the cutter head panel, and then the three-dimensional coordinate values of the center point O of the cutter head panel and the center point M of the first reflective sheet are obtained by measuring with a total station, Then install the second reflector on the positioning point of the tool to be tested, and use the total station to measure the three-dimensional coordinates of the center point A of the second reflector, and finally apply the spatial analytic geometry method to the coordinates of the three center points Values are combined and calculated, so that the installation size data of the tool to be tested can be obtained. In this way, not only can it avoid making special template rulers for different tools, it can greatly reduce the cost of measurement, and at the same time, this measurement method can be applied to the measurement of tools in different installation or use states, so it has good versatility and good measurement accuracy , the test result has high precision, which provides guarantee for the adjustment and correction of the installation size of the tunneling tool.

下面对本申请的技术方案作进一步地说明:The technical scheme of the present application is described further below:

在其中一个实施例中,在步骤S1测量所述刀盘面板的中心点O的三维坐标值中,以每120度为转动角度旋转刀盘三次,并用全站仪测量刀盘每次转动120度之后的所述第一反射片的中心点的三维坐标并分别记为M1(xm1,ym1,zm1)、M2(xm2,ym2,zm2)、M3(xm3,ym3,zm3),由点M1、M2和M3确定一个外接圆,则该外接圆的圆心即为所述刀盘面板的中心点O。In one of the embodiments, in step S1 to measure the three-dimensional coordinates of the center point O of the cutter head panel, the cutter head is rotated three times at every 120 degrees as the rotation angle, and the total station is used to measure the cutter head for each rotation of 120 degrees The three-dimensional coordinates of the central point of the first reflective sheet are recorded as M1 (x m1 , y m1 , z m1 ), M 2 (x m2 , y m2 , z m2 ), M 3 (x m3 , y m2 ) respectively. m3 , z m3 ), a circumscribed circle is determined by the points M 1 , M 2 and M 3 , and the center of the circumscribed circle is the center point O of the cutter head panel.

在其中一个实施例中,所述刀盘面板的中心点O的三维坐标值的解析几何计算方法为:定义所述刀盘面板的中心点O的坐标为(xo,yo,zo),所述外接圆的半径为Rm,由M1、M2、M3三点坐标确定平面方程:In one of the embodiments, the analytic geometry calculation method of the three-dimensional coordinates of the center point O of the cutterhead panel is: define the coordinates of the center point O of the cutterhead panel as (x o , y o , z o ) , the radius of the circumscribed circle is R m , and the plane equation is determined by the coordinates of M 1 , M 2 , and M 3 :

将上式展开变换得到:Expand and transform the above formula to get:

A1x+B1y+C1z+D1=0 (2)A 1 x+B 1 y+C 1 z+D 1 =0 (2)

其中:in:

A1=ym1zm2-ym1zm3-zm1ym2+ym3zm1+ym2zm3-ym3zm2 A 1 =y m1 z m2 -y m1 z m3 -z m1 y m2 +y m3 z m1 +y m2 z m3 -y m3 z m2

B1=-xm1zm2+xm1zm3+xm2zm1-xm3zm1-xm2zm3+xm3zm2 B 1 =-x m1 z m2 +x m1 z m3 +x m2 z m1 -x m3 z m1 -x m2 z m3 +x m3 z m2

C1=xm1ym2-xm1ym3-xm2ym1+xm3ym1+xm2ym3-xm3ym2 C 1 =x m1 y m2 -x m1 y m3 -x m2 y m1 +x m3 y m1 +x m2 y m3 -x m3 y m2

D1=-xm1ym2zm3+xm1ym3zm2+xm2ym1zm3-xm3ym1zm2-xm2ym3zm1+xm3ym2zm1 D 1 =-x m1 y m2 z m3 +x m1 y m3 z m2 +x m2 y m1 z m3 -x m3 y m1 z m2 -x m2 y m3 z m1 +x m3 y m2 z m1

将圆心坐标(xo,yo,zo)代入式(2)得:Substitute the center coordinates (x o , y o , z o ) into formula (2):

A1xo+B1yo+C1zo+D1=0 (3)A 1 x o +B 1 y o +C 1 z o +D 1 =0 (3)

根据圆心O点到M点三个不同位置的距离都相等可得:According to the distances from point O to point M in the center of the circle, the distances between the three different positions are all equal:

由(5)-(4)得:From (5)-(4):

记A2=2(xm2-xm1);B2=2(ym2-ym1);C2=2(zm2-zm1);Note that A 2 =2(x m2 -x m1 ); B 2 =2(y m2 -y m1 ); C 2 =2(z m2 -z m1 );

则上式简化为: Then the above formula simplifies to:

A2xo+B2yo+C2zo+D2=0 (7)A 2 x o +B 2 y o +C 2 z o +D 2 =0 (7)

由(6)-(4)得:From (6)-(4):

记A3=2(xm3-xm1);B3=2(ym3-ym1);C3=2(zm3-zm1);Note that A 3 =2(x m3 -x m1 ); B 3 =2(y m3 -y m1 ); C 3 =2(z m3 -z m1 );

则上式简化为: Then the above formula simplifies to:

A3xo+B3yo+C3zo+D3=0 (8)A 3 x o +B 3 y o +C 3 z o +D 3 =0 (8)

式(3)、式(7)、式(8)组成一个关于(xo,yo,zo)的三元一次线性方程组,用矩阵形式表示为:Formula (3), formula (7) and formula (8) form a ternary linear equation system about (x o , y o , z o ), expressed in matrix form as:

解此方程组可求得所述刀盘面板的中心点O的三维坐标(xo,yo,zo):The three-dimensional coordinates (x o , y o , z o ) of the center point O of the cutterhead panel can be obtained by solving this system of equations:

将上式所得圆心坐标代入式(4)可求出圆半径:The radius of the circle can be obtained by substituting the coordinates of the center of the circle obtained from the above formula into formula (4):

上面求出了刀盘面板的平面方程式(2)和刀盘面板的中心点O的三维坐标(xo,yo,zo),而刀盘旋转轴线就是过刀盘旋转中心点的平面法线,故刀盘旋转轴的直线方程为:The plane equation (2) of the cutter head panel and the three-dimensional coordinates (x o , y o , z o ) of the center point O of the cutter head panel are obtained above, and the rotation axis of the cutter head is the plane method passing through the rotation center point of the cutter head line, so the straight line equation of the cutter head rotation axis is:

在其中一个实施例中,步骤S3计算待测刀具的安装尺寸数据中包括计算待测刀具的安装半径Ra,设定待测刀具的定位点A的三维坐标为(xa,ya,za),则该点到所述刀盘面板的旋转中心轴的垂直距离即为待测刀具的安装半径Ra,该安装半径Ra的计算公式为:In one of the embodiments, step S3 calculates the installation size data of the tool to be measured including calculating the installation radius Ra of the tool to be measured, and sets the three-dimensional coordinates of the positioning point A of the tool to be measured as (x a , y a , z a ), then the vertical distance from this point to the central axis of rotation of the cutter head panel is the installation radius Ra of the tool to be measured, and the calculation formula for the installation radius Ra is:

在其中一个实施例中,步骤S3计算待测刀具的安装尺寸数据中还包括计算待测刀具的安装高度Ha,其中,待测刀具的定位点A到所述刀盘面板的垂直距离即为待测刀具的安装高度Ha,根据空间内点到平面的距离公式得:In one of the embodiments, the calculation of the installation size data of the tool to be tested in step S3 also includes calculating the installation height H a of the tool to be tested, wherein the vertical distance from the positioning point A of the tool to be tested to the cutter head panel is The installation height H a of the tool to be measured is obtained according to the distance formula from the point in the space to the plane:

在其中一个实施例中,步骤S3计算待测刀具的安装尺寸数据中还包括计算待测刀具的方位角θa,设定刀盘面板转动到角度θ时,通过全站仪测得所述待测刀具的定位点A的三维坐标为(xa,ya,za),所述第一反射片的中心点M的三维坐标为(xm,ym,zm);记所述待测刀具的定位点A沿所述刀盘面板的中心轴方向在刀盘面板上的投影点为A',所述刀盘面板的旋转轴线的方向矢量为(A1,B1,C1),所述待测刀具的定位点A到所述刀盘面板的垂直距离为Ha,则根据刀盘转轴的直线方程式(12)可求出A'点的三维坐标为(xa+HaA1,ya+HaB1,za+HaC1);In one of the embodiments, the calculation of the installation dimension data of the tool to be measured in step S3 also includes calculating the azimuth angle θ a of the tool to be measured, and when the cutterhead panel is rotated to the angle θ, the total station measures the The three-dimensional coordinates of the positioning point A of the measuring tool are (x a , y a , z a ), and the three-dimensional coordinates of the central point M of the first reflector are (x m , y m , z m ); The projection point of the positioning point A of the measuring tool on the cutter head panel along the central axis direction of the cutter head panel is A', and the direction vector of the rotation axis of the cutter head panel is (A 1 , B 1 , C 1 ) , the vertical distance from the positioning point A of the tool to be tested to the cutter head panel is H a , then according to the linear equation (12) of the cutter head rotation axis, the three-dimensional coordinates of point A' can be obtained as (x a +H a A 1 , y a + H a B 1 , z a + H a C 1 );

将O点与M点连线定义为X轴,则X轴方向矢量为(xo-xm,yo-ym,zo-zm),O点与A'点连线的方向矢量为(xa-xo+HaA1,ya-yo+HaB1,za-zo+HaC1),记xa'=xa-xo+HaA1;ya'=ya-yo+HaB1;za'=za-zo+HaC1,则直线OA'与X轴之间的夹角即为刀具A的方位角θa,根据空间内两条直线的夹角公式得:Define the line connecting point O and point M as the X axis, then the direction vector of the X axis is (x o -x m , y o -y m , z o -z m ), and the direction vector of the line connecting point O and point A' It is (x a -x o +H a A 1 , y a -y o +H a B 1 , z a -z o +H a C 1 ), record x a '=x a -x o +H a A 1 ; y a '=y a -y o +H a B 1 ; z a ' = za -z o +H a C 1 , then the angle between the straight line OA' and the X axis is the orientation of tool A Angle θ a , according to the angle formula of two straight lines in space:

在其中一个实施例中,在步骤S1还包括步骤定义测量坐标系,即定义所述刀盘面板的旋转中心轴为Z轴、且沿掘进方向为正;定义所述刀盘面板的中心点O与所述第一反射片的中心点M的连线为X轴、且沿所述刀盘面板的中心向外的方向为正;定义所述刀盘面板的中心点O与X轴垂直的垂线为Y轴、且沿所述刀盘面板的中心向外的方向为正。In one of the embodiments, the step S1 also includes the step of defining a measuring coordinate system, that is, defining the center axis of rotation of the cutter head panel as the Z axis and positive along the direction of excavation; defining the center point O of the cutter head panel The line connecting the center point M of the first reflective sheet is the X axis, and the outward direction along the center of the cutter head panel is positive; define the vertical direction of the center point O of the cutter head panel perpendicular to the X axis. The line is the Y axis and is positive along the center outward of the cutterhead faceplate.

附图说明Description of drawings

图1为本发明实施例所述的隧道掘进机刀具安装尺寸测量方法的步骤流程图。Fig. 1 is a flow chart of the steps of the method for measuring the installation size of a tunnel boring machine tool according to an embodiment of the present invention.

具体实施方式Detailed ways

为使本发明的目的、技术方案及优点更加清楚明白,以下结合附图及具体实施方式,对本发明进行进一步的详细说明。应当理解的是,此处所描述的具体实施方式仅用以解释本发明,并不限定本发明的保护范围。In order to make the object, technical solution and advantages of the present invention clearer, the present invention will be further described in detail below in conjunction with the accompanying drawings and specific implementation methods. It should be understood that the specific embodiments described here are only used to explain the present invention, and do not limit the protection scope of the present invention.

需要说明的是,当元件被称为“固设于”、“设置于”或“安设于”另一个元件,它可以直接在另一个元件上或者也可以存在居中的元件。当一个元件被认为是“连接”另一个元件,它可以是直接连接到另一个元件或者可能同时存在居中元件;一个元件与另一个元件固定连接的具体方式可以通过现有技术实现,在此不再赘述,优选采用螺纹连接的固定方式。It should be noted that when an element is referred to as being “fixed on”, “disposed on” or “installed on” another element, it may be directly on the other element or there may be an intervening element. When an element is considered to be "connected" to another element, it may be directly connected to the other element or there may be an intervening element at the same time; the specific way that one element is fixedly connected to another element can be realized through existing technologies, and will not be discussed here. To repeat it again, it is preferable to adopt a fixing method of threaded connection.

除非另有定义,本文所使用的所有的技术和科学术语与属于本发明的技术领域的技术人员通常理解的含义相同。本文中在本发明的说明书中所使用的术语只是为了描述具体的实施方式的目的,不是旨在于限制本发明。本文所使用的术语“及/或”包括一个或多个相关的所列项目的任意的和所有的组合。Unless otherwise defined, all technical and scientific terms used herein have the same meaning as commonly understood by one of ordinary skill in the technical field of the invention. The terminology used herein in the description of the present invention is only for the purpose of describing specific embodiments, and is not intended to limit the present invention. As used herein, the term "and/or" includes any and all combinations of one or more of the associated listed items.

本发明中所述“第一”、“第二”不代表具体的数量及顺序,仅仅是用于名称的区分。The "first" and "second" mentioned in the present invention do not represent specific numbers and sequences, but are only used to distinguish names.

如图1所示,为本发明展示的一种实施例的隧道掘进机刀具安装尺寸测量方法,包括如下步骤:As shown in Figure 1, the method for measuring the installation size of a tunnel boring machine tool according to an embodiment of the present invention includes the following steps:

S1、在刀盘面板上安装第一反射片,定义所述第一反射片的中心点为M,使用全站仪测量出所述刀盘面板的中心点O和所述第一反射片的中心点M的三维坐标值;S1. Install the first reflective sheet on the cutterhead panel, define the center point of the first reflective sheet as M, and use a total station to measure the center point O of the cutterhead panel and the center of the first reflective sheet The three-dimensional coordinate value of point M;

S2、在待测刀具的定位点上安装第二反射片,定义所述第二反射片的中心点为A,使用所述全站仪测量出所述第二反射片的中心点A的三维坐标值;S2. Install a second reflector on the positioning point of the tool to be measured, define the center point of the second reflector as A, and use the total station to measure the three-dimensional coordinates of the center point A of the second reflector value;

S3、应用空间解析几何方法对所述第一反射片的中心点M、所述刀盘面板的中心点O以及所述第二反射片的中心点A的三维坐标值进行组合计算,得出待测刀具的安装尺寸数据。S3. Combining and calculating the three-dimensional coordinate values of the center point M of the first reflective sheet, the central point O of the cutter head panel, and the central point A of the second reflective sheet by using the spatial analytic geometry method, and obtain Measure the installation size data of the tool.

上述隧道掘进机刀具安装尺寸测量方法首先在刀盘面板上安装第一反射片,之后通过全站仪测量得出刀盘面板的中心点O与第一反射片的中心点M的三维坐标值,之后再在待测刀具的定位点上安装第二反射片,并使用全站仪测量得出第二反射片的中心点A的三维坐标值,最后应用空间解析几何方法对三个中心点的坐标值进行组合计算,从而可以得出待测刀具的安装尺寸数据。如此,不仅可免于针对不同刀具制作专用模板规尺,可大大降低测量成本,同时该测量方法可适用于不同安装或使用状态下的刀具测量,因而其通用性好,且其测量准确性好,测试结果精度高,为掘进刀具安装尺寸的调节与校正提供保障。In the method for measuring the installation size of the cutter of the tunnel boring machine, the first reflective sheet is installed on the cutter head panel, and then the three-dimensional coordinate values of the center point O of the cutter head panel and the center point M of the first reflective sheet are obtained by measuring with a total station, Then install the second reflector on the positioning point of the tool to be tested, and use the total station to measure the three-dimensional coordinates of the center point A of the second reflector, and finally apply the spatial analytic geometry method to the coordinates of the three center points Values are combined and calculated, so that the installation size data of the tool to be tested can be obtained. In this way, not only can it avoid making special template rulers for different tools, it can greatly reduce the cost of measurement, and at the same time, this measurement method can be applied to the measurement of tools in different installation or use states, so it has good versatility and good measurement accuracy , the test result has high precision, which provides guarantee for the adjustment and correction of the installation size of the tunneling tool.

需要说明的是,在上述实施例中待测刀具的定位点具体为将掘进机刀具布置轨迹图中各种刀具的安装定位尺寸界线对应的参考点,且各种刀具的定位点一般设在刀刃的对称点或特征点上。此外,刀具的安装定位尺寸一般包括安装半径、安装高度、方位角以及刀具侧倾角等;其中,刀具安装半径:刀具定位点(滚刀刀尖或切削型刀刃中点)距刀盘旋转中心轴的垂直距离(mm);刀具安装高度:刀具定位点距刀盘面板的垂直距离(mm);刀具方位角:刀具定位点和刀盘中心连线与X轴的夹角;以X轴方向为0°,逆时针方向为正;刀具侧倾角:刀具自身对称轴与刀盘旋转中心轴线的夹角。进一步地,上述第一反射片和第二反射片可选是透明的塑料片,塑料片上设有“+”标记,便于使用全站仪测量使的标记定位作用,有利于提高测量便利性和准确性。并且,在步骤S1还包括步骤定义测量坐标系,即定义所述刀盘面板的旋转中心轴为Z轴、且沿掘进方向为正;定义所述刀盘面板的中心点O与所述第一反射片的中心点M的连线为X轴、且沿所述刀盘面板的中心向外的方向为正;定义所述刀盘面板的中心点O与X轴垂直的垂线为Y轴、且沿所述刀盘面板的中心向外的方向为正。如此能够对测量方法及系统提供科学的坐标体系,从而为后续开展个中心点的坐标值测量工作提供的保障。It should be noted that in the above embodiments, the positioning points of the tools to be tested are specifically the reference points corresponding to the installation and positioning dimension boundary lines of various tools in the roadheader tool layout trajectory diagram, and the positioning points of various tools are generally set on the cutting edge on the symmetry points or feature points. In addition, the installation and positioning dimensions of the tool generally include the installation radius, installation height, azimuth angle, and tool side tilt angle, etc.; among them, the tool installation radius: the distance between the tool positioning point (the hob tip or the midpoint of the cutting edge) and the center axis of the cutter head rotation vertical distance (mm); tool installation height: the vertical distance between the tool positioning point and the cutter head panel (mm); tool azimuth: the angle between the tool positioning point and the center line of the cutter head and the X-axis; the X-axis direction is 0°, the counterclockwise direction is positive; tool side tilt angle: the angle between the symmetry axis of the tool itself and the axis of rotation of the cutter head. Further, the first reflective sheet and the second reflective sheet may be transparent plastic sheets, and the plastic sheet is provided with a "+" mark, which is convenient for the marking positioning function of the total station measurement, and is conducive to improving the convenience and accuracy of the measurement. sex. Moreover, step S1 also includes the step of defining a measurement coordinate system, that is, defining the rotation central axis of the cutterhead panel as the Z axis and positive along the driving direction; defining the center point O of the cutterhead panel and the first The line connecting the center point M of the reflector is the X axis, and the outward direction along the center of the cutter head panel is positive; the vertical line defining the center point O of the cutter head panel perpendicular to the X axis is the Y axis, And the outward direction along the center of the cutter head panel is positive. In this way, a scientific coordinate system can be provided for the measurement method and system, thereby providing a guarantee for the subsequent measurement of the coordinate value of a center point.

此外,在步骤S1测量所述刀盘面板的中心点O的三维坐标值中,以每120度为转动角度旋转刀盘三次,并用全站仪测量刀盘每次转动120度之后的所述第一反射片的中心点的三维坐标并分别记为M1(xm1,ym1,zm1)、M2(xm2,ym2,zm2)、M3(xm3,ym3,zm3),由点M1、M2和M3确定一个外接圆,则该外接圆的圆心即为所述刀盘面板的中心点O。其中,采用多次测量方式得到多个第一反射片的三维坐标值,进而通过形成的外接圆得到刀盘面板的中心点O,如此有力提高中心点O的定位精度,进而确保后续测量准确性。当然,上述转动角度的大小可以以120度为基准上下浮动,例如118度或122度,或者在其他实施方式中,也可以是其他的转动角度大小,也都在本申请的保护范围内。In addition, in the step S1 of measuring the three-dimensional coordinates of the center point O of the cutterhead panel, the cutterhead is rotated three times at every 120 degrees as the rotation angle, and a total station is used to measure the first rotation of the cutterhead after each rotation of 120 degrees. The three-dimensional coordinates of the center point of a reflector are recorded as M1 (x m1 , y m1 , z m1 ), M 2 (x m2 , y m2 , z m2 ), M 3 (x m3 , y m3 , z m3 ) , a circumscribed circle is determined by the points M 1 , M 2 and M 3 , and the center of the circumscribed circle is the center point O of the cutter head panel. Among them, multiple measurement methods are used to obtain the three-dimensional coordinate values of multiple first reflectors, and then the center point O of the cutterhead panel is obtained through the formed circumscribed circle, which effectively improves the positioning accuracy of the center point O, thereby ensuring the accuracy of subsequent measurements . Of course, the above-mentioned rotation angle can fluctuate up and down based on 120 degrees, such as 118 degrees or 122 degrees, or in other embodiments, it can also be other rotation angles, which are also within the protection scope of the present application.

进一步地,所述刀盘面板的中心点O的三维坐标值的解析几何计算方法为:定义所述刀盘面板的中心点O的坐标为(xo,yo,zo),所述外接圆的半径为Rm,由M1、M2、M3三点坐标确定平面方程:Further, the analytical geometry calculation method of the three-dimensional coordinate value of the center point O of the cutterhead panel is: define the coordinates of the center point O of the cutterhead panel as (x o , y o , z o ), and the circumscribed The radius of the circle is R m , and the plane equation is determined by the three-point coordinates of M 1 , M 2 , and M 3 :

将上式展开变换得到:Expand and transform the above formula to get:

A1x+B1y+C1z+D1=0 (2)A 1 x+B 1 y+C 1 z+D 1 =0 (2)

其中:in:

A1=ym1zm2-ym1zm3-zm1ym2+ym3zm1+ym2zm3-ym3zm2 A 1 =y m1 z m2 -y m1 z m3 -z m1 y m2 +y m3 z m1 +y m2 z m3 -y m3 z m2

B1=-xm1zm2+xm1zm3+xm2zm1-xm3zm1-xm2zm3+xm3zm2 B 1 =-x m1 z m2 +x m1 z m3 +x m2 z m1 -x m3 z m1 -x m2 z m3 +x m3 z m2

C1=xm1ym2-xm1ym3-xm2ym1+xm3ym1+xm2ym3-xm3ym2 C 1 =x m1 y m2 -x m1 y m3 -x m2 y m1 +x m3 y m1 +x m2 y m3 -x m3 y m2

D1=-xm1ym2zm3+xm1ym3zm2+xm2ym1zm3-xm3ym1zm2-xm2ym3zm1+xm3ym2zm1 D 1 =-x m1 y m2 z m3 +x m1 y m3 z m2 +x m2 y m1 z m3 -x m3 y m1 z m2 -x m2 y m3 z m1 +x m3 y m2 z m1

将圆心坐标(xo,yo,zo)代入式(2)得:Substitute the center coordinates (x o , y o , z o ) into formula (2):

A1xo+B1yo+C1zo+D1=0 (3)A 1 x o +B 1 y o +C 1 z o +D 1 =0 (3)

根据圆心O点到M点三个不同位置的距离都相等可得:According to the distances from point O to point M in the center of the circle, the distances between the three different positions are all equal:

由(5)-(4)得:From (5)-(4):

记A2=2(xm2-xm1);B2=2(ym2-ym1);C2=2(zm2-zm1);Note that A 2 =2(x m2 -x m1 ); B 2 =2(y m2 -y m1 ); C 2 =2(z m2 -z m1 );

则上式简化为: Then the above formula simplifies to:

A2xo+B2yo+C2zo+D2=0 (7)A 2 x o +B 2 y o +C 2 z o +D 2 =0 (7)

由(6)-(4)得:From (6)-(4):

记A3=2(xm3-xm1);B3=2(ym3-ym1);C3=2(zm3-zm1);Note that A 3 =2(x m3 -x m1 ); B 3 =2(y m3 -y m1 ); C 3 =2(z m3 -z m1 );

则上式简化为: Then the above formula simplifies to:

A3xo+B3yo+C3zo+D3=0 (8)A 3 x o +B 3 y o +C 3 z o +D 3 =0 (8)

式(3)、式(7)、式(8)组成一个关于(xo,yo,zo)的三元一次线性方程组,用矩阵形式表示为:Formula (3), formula (7) and formula (8) form a ternary linear equation system about (x o , y o , z o ), expressed in matrix form as:

解此方程组可求得所述刀盘面板的中心点O的三维坐标(xo,yo,zo):The three-dimensional coordinates (x o , y o , z o ) of the center point O of the cutterhead panel can be obtained by solving this system of equations:

将上式所得圆心坐标代入式(4)可求出圆半径:The radius of the circle can be obtained by substituting the coordinates of the center of the circle obtained from the above formula into formula (4):

上面求出了刀盘面板的平面方程式(2)和刀盘面板的中心点O的三维坐标(xo,yo,zo),而刀盘旋转轴线就是过刀盘旋转中心点的平面法线,故刀盘旋转轴的直线方程为:The plane equation (2) of the cutter head panel and the three-dimensional coordinates (x o , y o , z o ) of the center point O of the cutter head panel are obtained above, and the rotation axis of the cutter head is the plane method passing through the rotation center point of the cutter head line, so the straight line equation of the cutter head rotation axis is:

通过上述计算步骤可精确计算出刀盘面板的中心点O的坐标值,且该方法应用简单,通用性好。Through the above calculation steps, the coordinate value of the center point O of the cutter head panel can be accurately calculated, and the method is simple to apply and has good versatility.

在上述任一实施例的基础上,步骤S3计算待测刀具的安装尺寸数据中包括计算待测刀具的安装半径Ra,设定待测刀具的定位点A的三维坐标为(xa,ya,za),则该点到所述刀盘面板的旋转中心轴的垂直距离即为待测刀具的安装半径Ra,该安装半径Ra的计算公式为:On the basis of any of the above-mentioned embodiments, the calculation of the installation size data of the tool to be measured in step S3 includes calculating the installation radius Ra of the tool to be measured, and setting the three-dimensional coordinates of the positioning point A of the tool to be measured as (x a , y a , z a ), then the vertical distance from this point to the central axis of rotation of the cutterhead panel is the installation radius Ra of the tool to be measured, and the calculation formula for the installation radius Ra is:

如此可以快速且精确的计算出待测刀具在刀盘上的安装半径,且测试结果精度高,同时该方法可不受刀具类型、安装状态的限制,通用性好。In this way, the installation radius of the tool to be tested on the cutter head can be quickly and accurately calculated, and the test result has high accuracy. At the same time, the method is not limited by the type of tool and the installation state, and has good versatility.

此外,步骤S3计算待测刀具的安装尺寸数据中还包括计算待测刀具的安装高度Ha,其中,待测刀具的定位点A到所述刀盘面板的垂直距离即为待测刀具的安装高度Ha,根据空间内点到平面的距离公式得:In addition, the calculation of the installation size data of the tool to be tested in step S3 also includes calculating the installation height H a of the tool to be tested, wherein the vertical distance from the positioning point A of the tool to be tested to the cutter head panel is the installation height of the tool to be tested The height H a is obtained according to the distance formula from a point to a plane in space:

如此可以快速且精确的计算出待测刀具在刀盘上的安装高度,且测试结果精度高,同时该方法可不受刀具类型、刀具安装或使用状态的限制,通用性好。In this way, the installation height of the tool to be tested on the cutter head can be quickly and accurately calculated, and the test result has high accuracy. At the same time, the method is not limited by the type of tool, tool installation or use status, and has good versatility.

在进一步地测量步骤中,步骤S3计算待测刀具的安装尺寸数据中还包括计算待测刀具的方位角θa,设定刀盘面板转动到角度θ时,通过全站仪测得所述待测刀具的定位点A的三维坐标为(xa,ya,za),所述第一反射片的中心点M的三维坐标为(xm,ym,zm);记所述待测刀具的定位点A沿所述刀盘面板的中心轴方向在刀盘面板上的投影点为A',所述刀盘面板的旋转轴线的方向矢量为(A1,B1,C1),所述待测刀具的定位点A到所述刀盘面板的垂直距离为Ha,则根据刀盘转轴的直线方程式(12)可求出A'点的三维坐标为(xa+HaA1,ya+HaB1,za+HaC1);In the further measurement step, the calculation of the installation size data of the tool to be measured in step S3 also includes calculating the azimuth angle θ a of the tool to be measured, and when the cutterhead panel is rotated to the angle θ, the total station is used to measure the The three-dimensional coordinates of the positioning point A of the measuring tool are (x a , y a , z a ), and the three-dimensional coordinates of the central point M of the first reflector are (x m , y m , z m ); The projection point of the positioning point A of the measuring tool on the cutter head panel along the central axis direction of the cutter head panel is A', and the direction vector of the rotation axis of the cutter head panel is (A 1 , B 1 , C 1 ) , the vertical distance from the positioning point A of the tool to be tested to the cutter head panel is H a , then according to the linear equation (12) of the cutter head rotation axis, the three-dimensional coordinates of point A' can be obtained as (x a +H a A 1 , y a + H a B 1 , z a + H a C 1 );

将O点与M点连线定义为X轴,则X轴方向矢量为(xo-xm,yo-ym,zo-zm),O点与A'点连线的方向矢量为(xa-xo+HaA1,ya-yo+HaB1,za-zo+HaC1),记xa'=xa-xo+HaA1;ya'=ya-yo+HaB1;za'=za-zo+HaC1,则直线OA'与X轴之间的夹角即为刀具A的方位角θa,根据空间内两条直线的夹角公式得:Define the line connecting point O and point M as the X axis, then the direction vector of the X axis is (x o -x m , y o -y m , z o -z m ), and the direction vector of the line connecting point O and point A' It is (x a -x o +H a A 1 , y a -y o +H a B 1 , z a -z o +H a C 1 ), record x a '=x a -x o +H a A 1 ; y a '=y a -y o +H a B 1 ; z a ' = za -z o +H a C 1 , then the angle between the straight line OA' and the X axis is the orientation of tool A Angle θ a , according to the angle formula of two straight lines in space:

通过上述方法及公式可快速且精确的计算出待测刀具在刀盘上的方位角,且测试结果精度高,同时该方法可不受刀具类型、刀具安装或使用状态的限制,通用性好。The azimuth angle of the tool to be tested on the cutter head can be quickly and accurately calculated through the above method and formula, and the test result has high accuracy. At the same time, the method is not limited by the type of tool, tool installation or use status, and has good versatility.

以上所述实施例的各技术特征可以进行任意的组合,为使描述简洁,未对上述实施例中的各个技术特征所有可能的组合都进行描述,然而,只要这些技术特征的组合不存在矛盾,都应当认为是本说明书记载的范围。The various technical features of the above-mentioned embodiments can be combined arbitrarily. To make the description concise, all possible combinations of the various technical features in the above-mentioned embodiments are not described. However, as long as there is no contradiction in the combination of these technical features, should be considered as within the scope of this specification.

以上所述实施例仅表达了本发明的几种实施方式,其描述较为具体和详细,但并不能因此而理解为对发明专利范围的限制。应当指出的是,对于本领域的普通技术人员来说,在不脱离本发明构思的前提下,还可以做出若干变形和改进,这些都属于本发明的保护范围。因此,本发明专利的保护范围应以所附权利要求为准。The above-mentioned embodiments only express several implementation modes of the present invention, and the descriptions thereof are relatively specific and detailed, but should not be construed as limiting the patent scope of the invention. It should be noted that those skilled in the art can make several modifications and improvements without departing from the concept of the present invention, and these all belong to the protection scope of the present invention. Therefore, the protection scope of the patent for the present invention should be based on the appended claims.

Claims (10)

1. a kind of rock tunnel(ling) machine Cutting tool installation manner dimension measurement method, which comprises the steps of:
S1, the first reflector plate is installed on cutter head panel, the central point for defining first reflector plate is M, measures the knife The D coordinates value of the central point M of the central point O of disk plate and first reflector plate;
S2, the second reflector plate is installed on the anchor point of cutter to be measured, the central point for defining second reflector plate is A, measurement The D coordinates value of the central point A of second reflector plate out;
S3, application space analytic geometry method to the central point O of the central point M of first reflector plate, the cutter head panel with And the D coordinates value of the central point A of second reflector plate is combined calculating, obtains the installation dimension data of cutter to be measured.
2. rock tunnel(ling) machine Cutting tool installation manner dimension measurement method according to claim 1, which is characterized in that surveyed in step S1 Measure in the D coordinates value of central point O of the cutter head panel, with every 120 degree for rotational angle rotary head three times, and with entirely Instrument of standing measures the three-dimensional coordinate of the central point of first reflector plate after cutterhead rotates 120 degree every time and is denoted as M1 respectively (xm1, ym1, zm1)、M2(xm2, ym2, zm2)、M3(xm3, ym3, zm3), by point M1、M2And M3Determine a circumscribed circle, then the circumscribed circle The center of circle be the cutter head panel central point O.
3. rock tunnel(ling) machine Cutting tool installation manner dimension measurement method according to claim 2, which is characterized in that the cutterhead face The analytic geometry calculation method of the D coordinates value of the central point O of plate are as follows: the coordinate for defining the central point O of the cutter head panel is (xo, yo, zo), the radius of the circumscribed circle is Rm, by M1、M2、M33 coordinates determine plane equation:
Above formula expansion transformation is obtained:
A1x+B1y+C1z+D1=0 (2)
Wherein:
A1=ym1zm2-ym1zm3-zm1ym2+ym3zm1+ym2zm3-ym3zm2
B1=-xm1zm2+xm1zm3+xm2zm1-xm3zm1-xm2zm3+xm3zm2
C1=xm1ym2-xm1ym3-xm2ym1+xm3ym1+xm2ym3-xm3ym2
D1=-xm1ym2zm3+xm1ym3zm2+xm2ym1zm3-xm3ym1zm2-xm2ym3zm1+xm3ym2zm1
By central coordinate of circle (xo, yo, zo) substitution formula (2):
A1xo+B1yo+C1zo+D1=0 (3)
It is obtained according to the distance of center of circle O point to M three different locations of point is all equal:
It is obtained by (5)-(4):
Remember A2=2 (xm2-xm1);B2=2 (ym2-ym1);C2=2 (zm2-zm1);
Then above formula simplifies are as follows:
A2xo+B2yo+C2zo+D2=0 (7)
It is obtained by (6)-(4):
Remember A3=2 (xm3-xm1);B3=2 (ym3-ym1);C3=2 (zm3-zm1);
Then above formula simplifies are as follows:
A3xo+B3yo+C3zo+D3=0 (8)
One is formed about (x by formula (3), formula (7), formula (8)o, yo, zo) ternary once linear equation group, with matrix form table It is shown as:
Three-dimensional coordinate (the x of central point O of the cutter head panel can be acquired by solving this equation groupo, yo, zo):
Central coordinate of circle obtained by above formula, which is substituted into formula (4), to find out radius of circle:
Three-dimensional coordinate (the x of the Plane Equation (2) of cutter head panel and the central point O of cutter head panel has been found out aboveo, yo, zo), And cutterhead rotation axis was exactly the plane normal of cutterhead rotary middle point, therefore the linear equation of cutterhead rotary shaft are as follows:
4. rock tunnel(ling) machine Cutting tool installation manner dimension measurement method according to claim 3, which is characterized in that step S3 is calculated Include the installation radius Ra for calculating cutter to be measured in the installation dimension data of cutter to be measured, sets the anchor point A's of cutter to be measured Three-dimensional coordinate is (xa, ya, za), then the vertical range of the Pivot axle of the point to the cutter head panel is cutter to be measured Radius Ra, the calculation formula of installation radius Ra are installed are as follows:
5. rock tunnel(ling) machine Cutting tool installation manner dimension measurement method according to claim 1, which is characterized in that step S3 is calculated It further include the mounting height H for calculating cutter to be measured in the installation dimension data of cutter to be measureda, wherein the anchor point A of cutter to be measured Vertical range to the cutter head panel is the mounting height H of cutter to be measureda, the range formula of plane is arrived according to point in space :
6. rock tunnel(ling) machine Cutting tool installation manner dimension measurement method according to claim 5, which is characterized in that step S3 is calculated It further include the azimuth angle theta for calculating cutter to be measured in the installation dimension data of cutter to be measureda, set cutter head panel and turn to angle, θ When, it is (x by the three-dimensional coordinate that total station measures the anchor point A of the cutter to be measureda, ya, za), first reflector plate The three-dimensional coordinate of central point M is (xm, ym, zm);Remember the anchor point A of the cutter to be measured along the central axis side of the cutter head panel It is A ' to the subpoint on cutter head panel, the direction vector of the rotation axis of the cutter head panel is (A1, B1, C1), it is described to The vertical range for surveying anchor point A to the cutter head panel of cutter is Ha, then can according to the straight line equation (12) of cutterhead shaft The three-dimensional coordinate for finding out A ' point is (xa+HaA1, ya+HaB1, za+HaC1);
It is X-axis by O point and M point wire definition, then X-direction vector is (xo-xm, yo-ym, zo-zm), O point and A ' point line Direction vector is (xa-xo+HaA1, ya-yo+HaB1, za-zo+HaC1), remember xa'=xa-xo+HaA1;ya'=ya-yo+HaB1;za'= za-zo+HaC1, then the angle between straight line OA ' and X-axis is the azimuth angle theta of cutter Aa, according to the angle of two straight lines in space Formula obtains:
7. rock tunnel(ling) machine Cutting tool installation manner dimension measurement method according to claim 1, which is characterized in that step S1 also Measurement coordinate system is defined including step, that is, the Pivot axle for defining the cutter head panel is Z axis and is positive along tunneling direction; The line of the central point O of the cutter head panel and central point M of first reflector plate is defined for X-axis and along the cutterhead face The center outwardly direction of plate is positive;The central point O vertical line vertical with X-axis for defining the cutter head panel is Y-axis and along described The center outwardly direction of cutter head panel is positive.
8. rock tunnel(ling) machine Cutting tool installation manner dimension measurement method according to claim 1, which is characterized in that the knife to be measured The anchor point of tool is located on the symmetric points or characteristic point of blade.
9. rock tunnel(ling) machine Cutting tool installation manner dimension measurement method according to claim 1, which is characterized in that described first is anti- It penetrates piece and second reflector plate is transparent plastic sheet.
10. rock tunnel(ling) machine Cutting tool installation manner dimension measurement method according to claim 9, which is characterized in that the plastics On piece is marked equipped with "+".
CN201710612457.1A 2017-07-25 2017-07-25 Measuring method for tool installation size of tunnel boring machine Expired - Fee Related CN107218911B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201710612457.1A CN107218911B (en) 2017-07-25 2017-07-25 Measuring method for tool installation size of tunnel boring machine

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201710612457.1A CN107218911B (en) 2017-07-25 2017-07-25 Measuring method for tool installation size of tunnel boring machine

Publications (2)

Publication Number Publication Date
CN107218911A CN107218911A (en) 2017-09-29
CN107218911B true CN107218911B (en) 2019-10-18

Family

ID=59953451

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201710612457.1A Expired - Fee Related CN107218911B (en) 2017-07-25 2017-07-25 Measuring method for tool installation size of tunnel boring machine

Country Status (1)

Country Link
CN (1) CN107218911B (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110375650B (en) * 2019-08-15 2021-05-04 中国铁建重工集团股份有限公司 Arch posture measuring method and system
CN110954017B (en) * 2019-11-22 2021-03-16 武汉大学 Laser scanning data acquisition and calculation method for mirror reflection of arbitrary curved surfaces
CN111222222B (en) * 2019-11-28 2020-08-14 南京工业大学 A Shield Cutter Profile Design Method Considering Strata Changes

Family Cites Families (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN1818640A (en) * 2006-03-03 2006-08-16 广州市盾建地下工程有限公司 Cutter wear inspection during tunnelling process of tunnel tunneller
CN102168959B (en) * 2010-02-26 2012-11-28 中国海洋石油总公司 Method for detecting space position state of each circular member bar of jacket in three-dimensional coordinate system
KR101269014B1 (en) * 2010-11-15 2013-05-29 권영억 a target for measure the displacement in tunnel
CN102518445B (en) * 2012-01-09 2014-04-30 北京信息科技大学 Laser-oriented control system and method for shield machine
CN104200507B (en) * 2014-08-12 2017-05-17 南京理工大学 Estimating method for normal vectors of points of three-dimensional point clouds
CN106382121B (en) * 2016-12-05 2018-06-12 中交第三航务工程局有限公司 A kind of measuring method of subway tunnel shield driving

Also Published As

Publication number Publication date
CN107218911A (en) 2017-09-29

Similar Documents

Publication Publication Date Title
CN103615998B (en) Gear measuring center clamping workpiece tilts to be measured and compensation method with eccentric error
CN107218911B (en) Measuring method for tool installation size of tunnel boring machine
CN102788547B (en) Measuring device for mounting angles of blades of axial flow fan
CN108007347B (en) One kind being used for laser traces instrument geometric error compensation method
CN109490835B (en) Water pool calibration method for system error of ultra-short baseline underwater sound positioning system
CN107218909B (en) Method for pasting strain gauge on engine blade
CN103776345A (en) Method and device for detecting sample plate of antenna primary side precision
CN110001244B (en) Multifunctional measuring line drawing ruler
CN109269422A (en) A kind of experimental method and device of the check and correction of dot laser displacement sensor error
CN106643643A (en) Non-contact target coordinate measuring method
CN102393211B (en) Performance testing method of section monitoring system of cantilever excavator
CN102506902B (en) Device and method for evaluating accuracy of prism-free distance measurement of total station
CN108444457B (en) Hull measurement auxiliary tool
CN106813563B (en) Angle measuring device
CN217331034U (en) Dipperstick for engineering survey
CN110645935A (en) Accurate calibration method for installation offset of integrated displacement sensor of numerical control rotating shaft
CN113805215B (en) Method and device for determining position and posture of construction machinery, construction machinery and storage medium
CN204286324U (en) Gap measuring apparatus
CN205561739U (en) Lathe main shaft squareness measurement device
US7513057B2 (en) Compound angle miter gauge
CN110332926B (en) Method for automatically calculating other accurate coordinate points based on known coordinate points
CN108036777B (en) Satellite phase center indirect measurement method
CN206095072U (en) Return bend angle measure chi
CN209446256U (en) A kind of measuring device of flow tunnel testing device yaw angle
CN212871060U (en) Included angle measuring scale

Legal Events

Date Code Title Description
PB01 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
SE01 Entry into force of request for substantive examination
GR01 Patent grant
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20191018