CN111189392A - Anchor bolt hole positioning device for shield tunnel contact net and application thereof - Google Patents
Anchor bolt hole positioning device for shield tunnel contact net and application thereof Download PDFInfo
- Publication number
- CN111189392A CN111189392A CN202010070357.2A CN202010070357A CN111189392A CN 111189392 A CN111189392 A CN 111189392A CN 202010070357 A CN202010070357 A CN 202010070357A CN 111189392 A CN111189392 A CN 111189392A
- Authority
- CN
- China
- Prior art keywords
- point
- motor
- anchor bolt
- contact net
- bolt hole
- 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.)
- Pending
Links
Images
Classifications
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01B—MEASURING LENGTH, THICKNESS OR SIMILAR LINEAR DIMENSIONS; MEASURING ANGLES; MEASURING AREAS; MEASURING IRREGULARITIES OF SURFACES OR CONTOURS
- G01B11/00—Measuring arrangements characterised by the use of optical techniques
- G01B11/002—Measuring arrangements characterised by the use of optical techniques for measuring two or more coordinates
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01B—MEASURING LENGTH, THICKNESS OR SIMILAR LINEAR DIMENSIONS; MEASURING ANGLES; MEASURING AREAS; MEASURING IRREGULARITIES OF SURFACES OR CONTOURS
- G01B11/00—Measuring arrangements characterised by the use of optical techniques
- G01B11/02—Measuring arrangements characterised by the use of optical techniques for measuring length, width or thickness
- G01B11/026—Measuring arrangements characterised by the use of optical techniques for measuring length, width or thickness by measuring distance between sensor and object
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01C—MEASURING DISTANCES, LEVELS OR BEARINGS; SURVEYING; NAVIGATION; GYROSCOPIC INSTRUMENTS; PHOTOGRAMMETRY OR VIDEOGRAMMETRY
- G01C9/00—Measuring inclination, e.g. by clinometers, by levels
-
- G—PHYSICS
- G05—CONTROLLING; REGULATING
- G05D—SYSTEMS FOR CONTROLLING OR REGULATING NON-ELECTRIC VARIABLES
- G05D3/00—Control of position or direction
- G05D3/12—Control of position or direction using feedback
Landscapes
- Physics & Mathematics (AREA)
- General Physics & Mathematics (AREA)
- Engineering & Computer Science (AREA)
- Automation & Control Theory (AREA)
- Radar, Positioning & Navigation (AREA)
- Remote Sensing (AREA)
- Lining And Supports For Tunnels (AREA)
Abstract
The invention belongs to application of positioning equipment in subway tunnel construction, and particularly relates to a positioning device for an anchor bolt hole of a shield tunnel contact net and application thereof. The positioning device comprises a triangular bracket and a laser ranging sensor; the top of the triangular support and the lower surface of the base plate adopt a movable ball matching mechanism with a locking device, the rotating plate is arranged above the base plate at intervals and is assembled with the base plate in a rotating way through a shaft, a first motor on the base plate drives the shaft to rotate through a gear pair, an encoder is assembled with the gear pair in a meshing way, a second motor is fixed on the rotating plate, an output shaft of the second motor is fixed with a swing rod, a laser distance sensor and a second inclination angle sensor are assembled on the swing rod, and a first inclination angle sensor is arranged on the rotating plate; the control device receives signals sent by the first and second tilt sensors, the encoder and the laser ranging sensor and processes and controls the start, stop and rotation angle of the first and second motors. The invention effectively solves the problem of complexity of the existing positioning method, and has the advantages of accurate positioning, simple device, convenient measurement and the like.
Description
Technical Field
The invention belongs to application of positioning equipment in subway tunnel construction, and particularly relates to a positioning device for an anchor bolt hole of a contact net of a shield tunnel and application of the positioning device.
Background
The installation construction of the subway tunnel contact network is generally that the contact network is installed after the track is laid, in order to shorten the construction period, the traditional construction mode is changed, and a trackless construction method for installing the contact network is started when the track is not laid in the existing construction, wherein firstly, the laid track is simulated, and then the measurement and positioning are carried out; secondly, the total station is used for measuring, the data is recorded, calculation is carried out by means of other tools, and finally the process of relocation is carried out.
Requirements on the layout and measurement of the CP III control network are defined in the urban rail transit engineering measurement Specification (GB 50308-2008) and the high-speed railway engineering measurement Specification (TB 106601-2009): CP III control points are symmetrically arranged on two sides of the line, and the longitudinal distance between the control points is 30-70 m; the encryption base marks are arranged at every 6 meters of the straight line segment and every 5 meters of the curve segment.
At present, the railway control network is divided into three grades: a first level base plane control mesh (CPI); a second level line plane control mesh (CPII); a third level orbit base control network (CP III); the third-level track basic control network (CP III) is a three-dimensional control network distributed along a railway line and mainly provides a control reference for track laying and operation maintenance.
The acceptance standard for the construction quality of railway electric traction power supply engineering (TB10421-2018) specifies the construction of subway overhead contact networks as follows:
rigid contact net positioning
The horizontal central line of the anchor bolt screw is vertical to the central line of the line, the longitudinal central line is parallel to the central line of the line, the construction allowable deviation along the line direction is +/-500 mm, and the construction allowable deviation in a vertical line mode is +/-30 mm (the adjustment is carried out when a seam or a steel bar is met). And (4) carrying out construction inspection by using a T-shaped ruler and a steel tape.
The applicant does not find a patent document report that is the same as or similar to the present invention.
Disclosure of Invention
The invention aims to provide a positioning device for anchor bolt holes of a contact net of a shield tunnel and application thereof, which can realize accurate positioning of the anchor bolt holes of the contact net of the shield tunnel and has the advantages of simple structure, low cost and convenient operation.
The overall technical concept of the invention is as follows:
the positioning device for the anchor bolt hole of the contact net of the shield tunnel comprises a triangular support and a laser ranging sensor; the top of the triangular support and the lower surface of the base plate adopt a movable ball matching mechanism with a locking device, the rotating plate is arranged above the base plate at intervals and is assembled with the base plate in a rotating way through a shaft, a first motor fixed on the base plate drives the shaft to rotate through a gear pair, an encoder is assembled with the gear pair in a meshing way, a second motor is fixed on the rotating plate, an output shaft of the second motor is fixedly assembled with a swing rod, the swing rod is assembled with a laser ranging sensor and a second inclination angle sensor, and the rotating plate is provided with a first inclination angle sensor; the control device receives and processes signals sent by the first inclination angle sensor, the second inclination angle sensor, the laser ranging sensor and the encoder, and sends a control instruction to the first motor and the second motor to control the start, the stop and the rotation angle of the first motor and the second motor.
The application of the positioning device for the anchor bolt hole of the contact net of the shield tunnel.
The specific technical concept of the invention is as follows:
in order to facilitate the height adjustment of the triangular support, various height adjustment modes can be adopted for each supporting leg of the triangular support, including but not limited to a screw nut mechanism, a pull rod locking sleeve structure, a positioning pin mechanism and the like, without departing from the technical essence of the invention.
In order to facilitate the realization of the live ball matching mechanism, the preferable technical scheme is that the live ball matching mechanism adopts a spherical bearing assembled on the adjacent part of the top of the triangular support and the lower surface of the substrate, and the locking device adopts a jackscrew coaxially assembled by a locking knob.
In order to enable the base plate to have better adjusting range and adjusting freedom degree, the preferable technical implementation mode is that a dovetail sliding groove is arranged between the lower surface of the base plate and the movable ball matching mechanism, and the action locking of the dovetail sliding groove is controlled by a jackscrew coaxially assembled with the adjusting knob.
The gear pair comprises a driving wheel fixed on an output shaft of the first motor, a driven wheel coaxially and fixedly assembled with the shaft and meshed with the driving wheel, and a gear on a code disc central shaft of the encoder and the driven wheel form a meshing transmission pair.
For the convenience of the user to control, the preferred technical means is that the adjusting device further comprises an adjusting handle, and the adjusting handle is fixed with the base plate or a dovetail sliding groove on the base plate.
In order to facilitate the detection of the angle variation signal to be more accurate, the first tilt sensor is preferably mounted on the outer edge of the rotating plate.
In order to improve the accuracy of the measured data when the rotating plate rotates, a preferred technical implementation means is that when the swing rod is perpendicular to the rotating plate, the projection of the swing rod is overlapped with the center of the rotating plate.
The applicant needs to say that the length of the pendulum rod should be as short as possible under the condition that the laser distance measuring sensor and the second tilt angle sensor are assembled, and the main function of the pendulum rod is to reduce the positioning error of the device.
In order to facilitate data reading and observation, a preferred and common technical solution is to further include a display screen capable of receiving and displaying data output by the control device.
The application of the positioning device for the anchor bolt hole of the contact net of the shield tunnel comprises the following steps:
A. placing a shield tunnel contact net anchor bolt hole positioning device in a tunnel, setting a placing point to be A, setting the coordinates of the point A to be X, Y and Z, respectively selecting B, C points of a CP III pile foundation or an encryption base mark in front of and behind the point A along the laying direction of a track in the tunnel under the condition that the preset coordinates of the contact net anchor bolt hole and the CP III pile foundation or the encryption base mark marked in the tunnel are known, and setting B, C points on the same side of the tunnel wall adjacent to the laying track; installing a substrate on a triangular support, starting a power switch of a device, reflecting an included angle between a rotating plate and a horizontal plane as an included angle between X, Y two shafts which are coplanar and perpendicular to each other respectively, displaying an included angle between X, Y two shafts measured by a first tilt angle sensor on a display screen, adjusting the triangular support and the substrate, and locking a locking device to fix the substrate when the included angles between the rotating plate displayed by the display screen and X, Y two shafts are 0 respectively;
B. starting a first motor and a second motor, fixing a base plate, rotating a rotating plate around a shaft under the driving of the first motor and a gear pair, swinging a swinging rod under the driving of the second motor, opening a laser source, controlling the rotation of the first motor and the second motor to enable a laser point to be superposed with a known first CP III pile foundation or an encryption base mark C point mark, and closing the first motor and the second motor;
C. recording known C point coordinates X1, Y1 and Z1 of a first CP III pile foundation or encryption base mark into a control device and confirming;
D. the laser distance measuring sensor measures the distance L2 between the laser source and the known second CP III pile foundation or the known B point of the encrypted base mark, and the second inclination angle sensor measures the inclination angle of the oscillating bar at the moment, so that the included angle α 2 between the laser beam and the horizontal plane is obtained;
E. b point coordinates X2, Y2 and Z2 of a second known CP III pile foundation or encryption base mark are recorded into the control device and confirmed;
F. according to the known projection of a B point and a C point of a CP III pile foundation or an encryption base mark, and the projection of L1 and L2 on a X, Y axis forming plane, the control device calculates two coordinates A1 and A2 points of the shield tunnel contact net anchor bolt hole positioning device on a X, Y axis forming plane, wherein the coordinate of the A1 point is X5, Y5, the coordinate of the A2 point is X6 and Y6;
[(X4-X5)2+(Y4-Y5)2]1/2③
[(X4-X6)2+(Y4-Y6)2]1/2④
if the ③ type score is larger than the ④ type score, selecting a2 point X6 and Y6, namely X is X6, Y is Y6 which is the projection of the coordinate of the point A of the shield tunnel contact net anchor bolt hole positioning device on the horizontal plane, otherwise selecting a1 point X5 and Y5, namely X is X5 and Y is Y5, calculating the height difference of the point A and the point B (or the point C) in the Z-axis direction according to the measured data α 1, α 2, L1 and L2, and obtaining the Z-axis coordinate of the point B (or the point C) by the control device according to the formula L11 which is L1 multiplied by cos α 1 or L21 which is L2 multiplied by cos α 2, wherein the Z-axis coordinate of the point B (or the point C) is known, and the Z-axis coordinate of the point Z is Z2-L2 multiplied by sin α 2 or the Z-Z1-L1 multiplied by sin α 1;
G. the swing rod points to a second CP III pile foundation or an encryption base mark B point, and according to coordinates X, Y and Z of the shield tunnel contact net anchor bolt hole positioning device and known coordinates X2, Y2 and Z2 of the CP III pile foundation or the encryption base mark B point, the control device calculates included angles α and β between the swing rod and an X-axis positive half shaft and an X-axis negative half shaft;
H. according to the A, B, D point coordinate, the control device calculates the angles gamma 1 and gamma 2 of the swing rod required to rotate and lift when the swing rod points to the preset contact net anchor bolt hole position;
I. and controlling the first motor and the second motor to rotate, and controlling the first motor and the second motor to stop when the rotation angle of the first motor is gamma 1 and the rotation angle of the second motor is gamma 2 through the matching of the encoder, the second inclination angle sensor and the control device, opening the laser ranging sensor and marking the position of an anchor bolt hole of the contact net.
The measurement principle of the invention is as follows:
the point A is a device position, the point C is a first CP III pile foundation or an encryption base mark, three-dimensional coordinates of the point A are X1, Y1 and Z1, the point B is a second CP III pile foundation or an encryption base mark, three-dimensional coordinates of the point B are X2, Y2 and Z2, the distance between the point A and the first CP III pile foundation or the encryption base mark C is measured to be L1, the inclination angle with the horizontal plane is α 1, the distance between the point A and the second CP III pile foundation or the encryption base mark B is measured to be L2, the inclination angle with the horizontal plane is α 2, when the swing rod points to the point B, the angle between the swing rod and a positive half shaft of the X shaft is α, the angle between the swing rod and a negative half shaft of the Z shaft is β, and anchor bolt holes D coordinates of a contact net are known to be X3, Y3 and Z3, when the swing rod points to the point D, the horizontal plane is α 3, the angle between the.
As shown in fig. 3, the trigonometric relationship may be:
L11＝L1×cosα1
L21＝L2×cosα2
z-axis coordinate Z of point A is Z2-L2 xsin α 2
Or Z-Z1-L1 xsin α 1
On the horizontal plane, the following relationships apply:
l11 and L21 form a right-angled triangle with the parallel line of the X axis and the Y axis respectively, and the right-angled triangle is obtained by utilizing the pythagorean theorem:
(X-X1)2+(Y-Y1)2＝L112①
(X-X2)2+(Y-Y2)2＝L212②
selecting a CP III pile foundation or an encryption base mark F point corresponding to a CP III pile foundation or an encryption base mark B point (or C) on the other side wall of the tunnel, respectively calculating the distances from the F point to A1(X5, Y5) and A2(X6, Y6) according to formulas ① and ②, comparing the values of the formulas ③ and ④, and determining the X, Y axis coordinate of the point A of the device;
[(X4-X5)2+(Y4-Y5)2]1/2③
[(X4-X6)2+(Y4-Y6)2]1/2④
and if the ③ type score is greater than the ④ type score, selecting an A2 point (X6, Y6) as an X-axis X-Y coordinate of the point A of the positioning device of the anchor bolt hole of the contact net of the shield tunnel, namely X-axis X6 and Y-axis Y6, otherwise selecting an A1 point (X5 and Y5), namely X-axis X5 and Y-axis Y5, and integrating the Z-axis coordinate Z of the point A to obtain the A point coordinate (X, Y, Z) of the positioning device.
When the swing rod points to the point B, the included angle between the swing rod and the positive half shaft of the X axis is in a right triangle formed by parallel lines of the L21 axis and the X, Y axis, and can be obtained through an inverse trigonometric function relation:
α＝arctan[(Y-Y2)/(X-X2)]
the included angle between the swing rod and the Z-axis negative half shaft is β pi/2 + α 2
As shown in fig. 4, 5, and 6, when the swing rod points to point D:
on the plane ADE, ADE is a right triangle, DE length h ═ Z3-Z
AE has a length of b ═ X32+(Y-Y3)2]1/2
The included angle between the swing rod and the horizontal plane is α 3, and in a right-angled triangle AED, the included angle can be obtained through the inverse trigonometric function relation:
α3＝arctan(h/b)＝arctan{(Z3-Z)/[(X-X3)2+(Y-Y3)2]1/2}
the included angle between the swing rod and the positive half shaft of the X axis is theta, and in a right triangle formed by the parallel line of the X, Y axes and the projection of the b on the horizontal plane, the included angle can be obtained by the inverse trigonometric function relation:
θ＝arctan[(Y-Y3)/(X-X3)]
the included angle between the swing rod and the negative half shaft of the Z shaft is delta, pi/2 and α 3
The rotation angle gamma 1 required by the first motor is theta- α;
the required rotation angle γ 2 of the second motor is δ - β.
The applicant needs to state that:
in the description of the present invention, the terms "top", "lower", "above", "lower", "outer edge", etc., indicate orientations or positional relationships based on those shown in the drawings, and are only for convenience of simplifying the description of the present invention, and do not indicate or imply that the device or element referred to must have a particular orientation, be constructed and operated in a particular orientation, and thus, should not be construed as limiting the present invention. The terms "first" and "second" are used only to distinguish one element from another and are not to be construed as implying any importance.
The invention has the substantive characteristics and the obvious technical progress that:
1. the invention can quickly and accurately measure the distance from the device to the CP III pile foundation or the encrypted base mark point through the internal processing and operation control device of the controller during the test, utilizes the inclination angle sensor to measure the inclination angle of the oscillating bar, and finally calculates and positions the coordinates of the device through the control device, thereby avoiding the complicated process of simultaneously recording data and then calculating by using an analog track (or measuring by using a total station instrument) in the prior construction. By the method, the accurate positioning of the anchor bolt holes of the contact net of the shield tunnel can be automatically realized. The device has no special requirement on the placement position, the equipment is simple, the control device can visually and rapidly display the calculation result after the data measurement is completed, and the working process from the beginning of the adjustment device to the end of the positioning is ensured to be completed in a short time.
2. The design of the adjusting mechanism and the sensor on the triangular support, the base plate and the rotating plate enables the first motor and the second motor to effectively adjust the angle of the swing rod under the action of the control system and realize accurate position positioning.
3. The structural design that adjustment handle cooperation locking device and adjust knob make the control and the location of equipment more convenient nimble, simultaneously comparatively laborsaving.
4. The first motor and the second motor adopt stepping rotating motors, so that the rotating angle of parts can be accurately controlled, and the mechanism can be accurately adjusted.
5. The encoder and the second tilt angle sensor can accurately measure and transmit angle change signals, and the signals are transmitted to the control device to control the starting, stopping and rotating angles of the motor, so that the angle change of the device can be accurately controlled.
Drawings
Fig. 1 is a schematic view of the overall structure of the present invention.
Fig. 2 is a control schematic of the present invention.
Fig. 3 is a geometric schematic of the tunnel coordinates of the present invention.
Fig. 4 is a geometric schematic diagram of the coordinates of the anchor bolt holes of the shield tunnel contact network.
FIG. 5 is a schematic view of the horizontal rotation angle of the rotating plate according to the present invention.
FIG. 6 is a schematic view of the swing angle of the swing link according to the present invention.
The reference numbers in the drawings are as follows:
1. a triangular bracket; 2. a substrate; 3. a shaft; 4. a control device; 5. a first motor; 6. a gear pair; 7. a rotating plate; 8. a first tilt sensor; 9. a second motor; 10. a swing rod; 11. a laser ranging sensor; 12. a second tilt sensor; 13. adjusting a knob; 14. locking the knob; 15. a live ball; 16. adjusting the handle; 17. fixing belts; 18. an encoder.
Detailed Description
The present invention is further described with reference to the following examples, which should not be construed as limiting the scope of the present invention, but the scope of the present invention is defined by the appended claims, and any equivalent technical means may be substituted according to the present specification without departing from the scope of the present invention.
The overall structure and the control principle of the embodiment are shown in the figure, and the positioning device for the anchor bolt holes of the contact net of the shield tunnel comprises a triangular support 1 and a laser ranging sensor 11; the top of the triangular support 1 and the lower surface of the base plate 2 adopt a movable ball matching mechanism with a locking device, the rotating plate 7 is arranged above the base plate 2 at intervals and is assembled with the base plate 2 in a rotating way through a shaft 3, a first motor 5 fixed on the base plate 2 drives the shaft 3 to rotate through a gear pair 6, an encoder 18 is assembled with the gear pair 6 in a meshing way, a second motor 9 is fixed on the rotating plate 7, an output shaft of the second motor is fixedly assembled with a swing rod 10, the swing rod 10 is assembled with a laser ranging sensor 11 and a second inclination angle sensor 12, and the rotating plate 7 is provided with a first inclination angle sensor 8; the control device 4 receives and processes signals sent by the first tilt angle sensor 8, the second tilt angle sensor 12, the laser ranging sensor 11 and the encoder 18, and sends control instructions to the first motor 5 and the second motor 9 to control the start, the stop and the rotation angle of the first motor and the second motor.
The application of the positioning device for the anchor bolt hole of the contact net of the shield tunnel.
Each supporting leg of the triangular support 1 adopts a sectional pull rod type telescopic structure with a locking sleeve.
The live ball matching mechanism selects a spherical bearing assembled at the adjacent part of the top of the triangular support 1 and the lower surface of the substrate 2, and the locking device selects a jackscrew coaxially assembled by a locking knob 14.
A dovetail sliding groove is arranged between the lower surface of the base plate 2 and the movable ball matching mechanism, and the action locking of the dovetail sliding groove is controlled by a jackscrew coaxially assembled with the adjusting knob 13.
The gear pair 6 comprises a driving wheel fixed on an output shaft of the first motor 5, a driven wheel which is coaxially and fixedly assembled with the shaft 3 and is meshed with the driving wheel, and a gear on a central shaft of a code disc of the encoder 18 and the driven wheel form a meshing transmission pair.
The adjustable dovetail groove is characterized by further comprising an adjusting handle 16, and the adjusting handle 16 is fixed with the base plate 2 or the dovetail groove on the base plate 2.
The first tilt sensor 8 is mounted on the outer edge of the rotating plate 7.
When the swing rod 10 is perpendicular to the rotating plate 7, the projection of the swing rod coincides with the center of the rotating plate 7.
And the display screen can receive and display the data output by the control device 4.
The application of the adjusting and positioning mechanism of the positioning device for the anchor bolt hole of the contact net of the shield tunnel comprises the following steps:
A. placing a shield tunnel contact net anchor bolt hole positioning device in a tunnel, setting a placing point to be A, setting the coordinates of the point A to be X, Y and Z, respectively selecting B, C points of a CP III pile foundation or an encryption base mark in front of and behind the point A along the laying direction of a track in the tunnel under the condition that the preset coordinates of the contact net anchor bolt hole and the CP III pile foundation or the encryption base mark marked in the tunnel are known, and setting B, C points on the same side of the tunnel wall adjacent to the laying track; installing the substrate 2 on the triangular support 1, starting a power switch of the device, reflecting an included angle between the rotating plate 7 and a horizontal plane as an included angle between the rotating plate 7 and X, Y two shafts which are coplanar and perpendicular to each other respectively, displaying an included angle between X, Y two shafts measured by the first tilt angle sensor 8 on a display screen, adjusting the triangular support 1 and the substrate 2, and locking the locking device to fix the substrate 2 when the included angles between the rotating plate 7 and X, Y two shafts displayed by the display screen are both 0;
B. starting a first motor 5 and a second motor 9, fixing a base plate 2, rotating a rotating plate 7 around a shaft 3 under the driving of the first motor 5 and a gear pair 6, swinging a swinging rod 10 under the driving of the second motor 9, starting a laser source, controlling the rotation of the first motor 5 and the second motor 9 to enable the laser point to coincide with a known first CP III pile foundation or an encryption base mark C point mark, and closing the first motor 5 and the second motor 9;
C. recording known coordinates X1, Y1 and Z1 of a C point of a first CP III pile foundation or an encryption base mark into the control device 4 and confirming;
D. controlling the rotation of the first motor 5 and the second motor 9 and opening the laser source to enable the laser point to coincide with the known second CP III pile foundation or encryption base mark B point mark, and closing the first motor 5 and the second motor 9, wherein the laser ranging sensor 11 measures the distance L2 between the laser source and the known second CP III pile foundation or encryption base mark B point, and the second inclination angle sensor 12 measures the inclination angle of the swing rod 10 at the moment, so that the included angle α 2 between the laser beam and the horizontal plane is obtained;
E. b point coordinates X2, Y2 and Z2 of a known second CP III pile foundation or encryption base mark are recorded into the control device 4 and confirmed;
F. according to the known B point and C point coordinates of a CP III pile foundation or an encryption base mark and the projection of L1 and L2 on a X, Y axis forming plane, the control device 4 calculates two coordinates A1 point and A2 point of the shield tunnel contact net anchor bolt hole positioning device on a X, Y axis forming plane, wherein the coordinate of the A1 point is X5, Y5, the coordinate of the A2 point is X6 and Y6;
[(X4-X5)2+(Y4-Y5)2]1/2③
[(X4-X6)2+(Y4-Y6)2]1/2④
if the ③ type score is larger than the ④ type score, selecting a2 point X6 and Y6, namely X is X6, Y is Y6 which is the projection of the coordinate of the point A of the shield tunnel contact net anchor bolt hole positioning device on the horizontal plane, otherwise selecting a1 point X5 and Y5, namely X is X5 and Y is Y5, calculating the height difference of the point A and the point B (or the point C) in the Z-axis direction according to the measured data α 1, α 2, L1 and L2, and the control device 4 calculates the height difference of the point A and the point B (or the point C) in the Z-axis direction according to the formula L11 is L1 Xcos α 1 or L21 is L2 Xcos α 2, the Z-axis coordinate of the point B (or the point C) is known, and then obtaining the Z-Z2-L2X α 2 or Z-Z1-1 XZ α 1X 461 coordinate of the point A;
G. the swing rod 10 points to a second CP III pile foundation or an encryption base mark B point, and according to coordinates X, Y and Z of the shield tunnel contact net anchor bolt hole positioning device and known coordinates X2, Y2 and Z2 of the CP III pile foundation or the encryption base mark B point, the control device calculates included angles α and β between the swing rod 10 and an X-axis positive half shaft and an X-axis negative half shaft;
H. according to the A, B, D point coordinate, the control device 4 calculates the rotation and lifting angles gamma 1 and gamma 2 required by the swing rod 10 to point to the preset contact net anchor bolt hole position;
I. and controlling the rotation of the first motor 5 and the second motor 9, and controlling the first motor 5 and the second motor 9 to stop when the rotation angle of the first motor 5 is gamma 1 and the rotation angle of the second motor 9 is gamma 2 through the matching of the encoder 18, the second tilt angle sensor 12 and the control device 4, opening the laser ranging sensor 11 and marking the position of an anchor bolt hole of the contact net.
Claims (11)
1. The positioning device for the anchor bolt hole of the contact net of the shield tunnel comprises a triangular support (1) and a laser ranging sensor (11); the device is characterized in that a movable ball matching mechanism with a locking device is adopted between the top of a triangular support (1) and the lower surface of a base plate (2), a rotating plate (7) is arranged above the base plate (2) at intervals and is assembled with the base plate in a rotating mode through a shaft (3), a first motor (5) fixed on the base plate (2) drives the shaft (3) to rotate through a gear pair (6), an encoder (18) is assembled with the gear pair (6) in a meshing mode, a second motor (9) is fixed on the rotating plate (7) and is fixedly provided with a swing rod (10) on an output shaft of the rotating plate, a laser ranging sensor (11) and a second inclination angle sensor (12) are assembled on the swing rod (10), and a first inclination angle sensor (8) is arranged on the rotating plate (; the control device (4) receives and processes signals sent by the first inclination angle sensor (8), the second inclination angle sensor (12), the laser ranging sensor (11) and the encoder (18), and sends control instructions to the first motor (5) and the second motor (9) to control the start, the stop and the rotation angle of the first motor and the second motor.
2. The device for positioning the anchor bolt hole of the shield tunnel contact net according to claim 1, wherein each leg of the triangular support (1) adopts a sectional type telescopic structure with a locking member.
3. The shield tunnel contact net anchor bolt hole positioning device according to claim 1, characterized in that the live ball fitting mechanism is a spherical bearing assembled at the adjacent part of the top of the triangular bracket (1) and the lower surface of the base plate (2), and the locking device is a jackscrew coaxially assembled by a locking knob (14).
4. The device for positioning the anchor bolt holes of the shield tunnel contact net according to claim 1, wherein a dovetail sliding groove is arranged between the lower surface of the base plate (2) and the ball-and-socket matching mechanism, and the action locking of the dovetail sliding groove is controlled by a jackscrew coaxially assembled with the adjusting knob (13).
5. The device for positioning the anchor bolt holes of the shield tunnel contact net according to claim 1, wherein the gear pair (6) comprises a driving wheel fixed on an output shaft of the first motor (5), a driven wheel coaxially and fixedly assembled with the shaft (3) and meshed with the driving wheel, and a gear on a central shaft of a code disc of the encoder (18) and the driven wheel form a meshing transmission pair.
6. The device for positioning the anchor bolt hole of the shield tunnel contact line according to any one of claims 1, 3 or 4, characterized by further comprising an adjusting handle (16), wherein the adjusting handle (16) is fixed with the base plate (2) or a dovetail sliding groove on the base plate (2).
7. The device for positioning the anchor bolt holes of the contact net of the shield tunnel according to claim 1, wherein the first inclination angle sensor (8) is assembled on the outer edge of the rotating plate (7).
8. The device for positioning the anchor bolt holes of the shield tunnel contact net according to claim 1, wherein when the swing rod (10) is perpendicular to the rotating plate (7), the projection of the swing rod coincides with the center of the rotating plate (7).
9. The device for positioning the anchor bolt holes of the contact net of the shield tunnel according to claim 1, further comprising a display screen capable of receiving and displaying data output by the control device (4).
10. The use of the shield tunnel catenary anchor bolt hole positioning device of claims 1-9.
11. The application of the device for positioning the anchor bolt holes of the shield tunnel contact net according to claim 10 is characterized by comprising the following steps:
A. placing a shield tunnel contact net anchor bolt hole positioning device in a tunnel, setting a placing point to be A, setting the coordinate of the point A to be (X, Y, Z), respectively selecting B, C points of a CP III pile foundation or an encryption base mark in front of and behind the point A along the laying direction of a track in the tunnel under the condition that the preset coordinate of the contact net anchor bolt hole and the CP III pile foundation or the encryption base mark marked in the tunnel are known, and setting B, C points on the same side tunnel wall adjacent to the laying track; installing a substrate (2) on a triangular support (1), starting a power switch of the device, reflecting an included angle between a rotating plate (7) and a horizontal plane as an included angle between the rotating plate (7) and X, Y shafts which are coplanar and perpendicular to each other, displaying an included angle between X, Y shafts measured by a first tilt angle sensor (8) on a display screen, adjusting the triangular support (1) and the substrate (2), and locking a locking device to fix the substrate (2) when the included angles between the rotating plate (7) displayed on the display screen and X, Y shafts are 0;
B. starting a first motor (5) and a second motor (9), fixing a base plate (2), rotating a rotating plate (7) around a shaft (3) under the drive of the first motor (5) and a gear pair (6), swinging a swinging rod (10) under the drive of the second motor (9), opening a laser source, controlling the rotation of the first motor (5) and the second motor (9) to enable a laser point to coincide with a known first CP III pile foundation or encryption base mark C point mark, and closing the first motor (5) and the second motor (9);
C. recording known C point coordinates (X1, Y1 and Z1) of a first CP III pile foundation or an encryption base mark into the control device (4) and confirming;
D. controlling the rotation of the first motor (5) and the second motor (9) and opening the laser source to enable the laser point to coincide with a known second CP III pile foundation or encryption base mark B point mark, and closing the first motor (5) and the second motor (9), wherein the laser ranging sensor (11) measures the distance L2 between the laser source and the known second CP III pile foundation or encryption base mark B point, and the second inclination angle sensor (12) measures the inclination angle of the swing rod (10) at the moment, so that the included angle α 2 between the laser beam and the horizontal plane is obtained;
E. recording the known B point coordinates (X2, Y2 and Z2) of the second CP III pile foundation or the encryption base mark into the control device (4) and confirming;
F. according to the known B point and C point coordinates of a CP III pile foundation or an encryption base mark and the projection of L1 and L2 on a X, Y axis forming plane, the control device (4) calculates two coordinates A1 point and A2 point of the shield tunnel contact net anchor bolt hole positioning device on a X, Y axis forming plane, wherein the A1 point coordinate is (X5, Y5), the A2 point coordinate is (X6, Y6), a CP III pile foundation or an encryption base mark F point corresponding to the CP III pile foundation or the encryption base mark B point (or the C point) is selected on the other side wall of the tunnel, the coordinates of the F point are (X4, Y4 and Z4), the coordinates (X4, Y4 and Z4) are recorded into the control device (4) and confirmed, the control device (4) respectively calculates the distances from the coordinates to the A1 point and the A2 point according to the following formulas, compares the sizes of the formulas ③ and ④, selects a reasonable tunnel anchor net anchor bolt hole coordinate, the shield tunnel anchor bolt hole positioning device (A) and displays the X point and the shield tunnel anchor bolt hole positioning device (X2 point) and the;
[(X4-X5)2+(Y4-Y5)2]1/2③
[(X4-X6)2+(Y4-Y6)2]1/2④
if the ③ formula score is greater than the ④ formula score, selecting an A2 point (X6, Y6), namely X6, Y6 is the projection of the coordinate of the A point of the anchor bolt hole positioning device of the shield tunnel contact net on the horizontal plane, otherwise selecting an A1 point (X5, Y5), namely X5, Y5, calculating the height difference of the A point and the B point (or the C point) in the Z-axis direction according to the measured data α 1, α, L1 and L2, calculating the Z-axis coordinate of the B point (or the C point) by the control device (4) according to the formula L2X cos 2 or the formula L2X cos 2 2, and obtaining the A-axis coordinate of the B point (or the Z2X 2) by the formula Z2-Z2X 2Z 2;
G. the swing rod (10) points to a second CP III pile foundation or an encryption base mark B point, and according to the coordinates (X, Y and Z) of the shield tunnel contact net anchor bolt hole positioning device and the known coordinates (X2, Y2 and Z2) of the CP III pile foundation or the encryption base mark B point, the control device calculates included angles α and β between the swing rod (10) and an X-axis positive half shaft and an X-axis negative half shaft;
H. according to the A, B, D point coordinate, the control device (4) calculates the angles gamma 1 and gamma 2 of the swing rod (10) required to rotate and lift towards the preset contact net anchor bolt hole position;
I. the rotation of the first motor (5) and the second motor (9) is controlled, and through the matching of the encoder (18), the second tilt angle sensor (12) and the control device (4), when the rotation angle of the first motor (5) is gamma 1 and the rotation angle of the second motor (9) is gamma 2, the first motor (5) and the second motor (9) are controlled to stop, the laser ranging sensor (11) is opened, and the position of an anchor bolt hole of a contact net is marked.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010070357.2A CN111189392A (en) | 2020-01-21 | 2020-01-21 | Anchor bolt hole positioning device for shield tunnel contact net and application thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010070357.2A CN111189392A (en) | 2020-01-21 | 2020-01-21 | Anchor bolt hole positioning device for shield tunnel contact net and application thereof |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN111189392A true CN111189392A (en) | 2020-05-22 |
Family
ID=70705056
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202010070357.2A Pending CN111189392A (en) | 2020-01-21 | 2020-01-21 | Anchor bolt hole positioning device for shield tunnel contact net and application thereof |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN111189392A (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111964653A (en) * | 2020-09-02 | 2020-11-20 | 石家庄铁道大学 | Railway construction station building positioning data measuring device and positioning method |
| CN112066948A (en) * | 2020-09-10 | 2020-12-11 | 济南蓝动激光技术有限公司 | Automatic measuring device and method for mounting position of suspension post and inclination angle of fixed bottom plate |
| CN112862790A (en) * | 2021-02-18 | 2021-05-28 | 中国矿业大学(北京) | Subway tunnel crack positioning device and method based on linear array camera |
| CN113607094A (en) * | 2021-10-11 | 2021-11-05 | 中国铁建电气化局集团第二工程有限公司 | Contact net slope laser measuring device and method |
-
2020
- 2020-01-21 CN CN202010070357.2A patent/CN111189392A/en active Pending
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111964653A (en) * | 2020-09-02 | 2020-11-20 | 石家庄铁道大学 | Railway construction station building positioning data measuring device and positioning method |
| CN112066948A (en) * | 2020-09-10 | 2020-12-11 | 济南蓝动激光技术有限公司 | Automatic measuring device and method for mounting position of suspension post and inclination angle of fixed bottom plate |
| CN112066948B (en) * | 2020-09-10 | 2022-05-31 | 济南蓝动激光技术有限公司 | Automatic measuring device and method for mounting position of suspension post and inclination angle of fixed bottom plate |
| CN112862790A (en) * | 2021-02-18 | 2021-05-28 | 中国矿业大学(北京) | Subway tunnel crack positioning device and method based on linear array camera |
| CN112862790B (en) * | 2021-02-18 | 2023-08-22 | 中国矿业大学(北京) | Subway tunnel crack positioning device and method based on linear array camera |
| CN113607094A (en) * | 2021-10-11 | 2021-11-05 | 中国铁建电气化局集团第二工程有限公司 | Contact net slope laser measuring device and method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN111189392A (en) | Anchor bolt hole positioning device for shield tunnel contact net and application thereof | |
| WO2021217765A1 (en) | Crts iii-type track slab rapid smart precision adjustment system and precision adjustment method | |
| US4179216A (en) | Apparatus for measuring the profile of a railroad tunnel | |
| CN211452219U (en) | Anchor bolt hole positioning device for shield tunnel contact net | |
| CN111190162B (en) | Adjusting and positioning mechanism of shield tunnel contact net anchor bolt hole positioning device and application thereof | |
| CN109915019B (en) | Drilling rod drilling orientation device and orientation method | |
| CN202938814U (en) | Total station prism groups and guide system of tube push bench for tunnel construction | |
| CN102445184A (en) | Laser distance measuring and height measuring device | |
| CN112065078A (en) | Verticality adjusting system | |
| CN211576094U (en) | Automatic device of adjusting well of on-vehicle all around camera of intelligent automobile | |
| CN216483009U (en) | Special gradient measuring device of industry and civilian building | |
| CN106052654B (en) | A kind of automatic centering total powerstation base unit | |
| CN206616468U (en) | Quick and accurate observation device before horizontal swivel continuous beam swivel is in place | |
| CN210198383U (en) | Building and afforestation for job site laser pay-off of easy operation | |
| CN110714378A (en) | Double-block ballastless track fine adjustment machine and method | |
| CN114858144B (en) | Single person measurement method of dynamic total station type electronic tachometer | |
| WO2022222273A1 (en) | Calibration apparatus and method for measuring device for switch rail crawling and close-fitting gap | |
| CN211142668U (en) | Double-block type ballastless track fine adjustment machine | |
| CN208962015U (en) | For detecting the visual detection robot of fragment-free track slab | |
| CN111982079A (en) | Intelligent lofting robot for high-speed railway ballastless track base | |
| CN216839601U (en) | Electrified railway transformation construction foundation pit positioning and measuring instrument | |
| CN205919822U (en) | Automatic centering total powerstation base device | |
| CN213455369U (en) | Equipment for measuring angle of glass sheet by using automatic coupling reflection method | |
| CN214839516U (en) | Moving mechanism with overturning function | |
| CN215064485U (en) | Terrain lofting equipment applied to hydraulic model |
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 |