CN111606209A - Method for positioning lifting hook by utilizing GNSS - Google Patents

Method for positioning lifting hook by utilizing GNSS Download PDF

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Publication number
CN111606209A
CN111606209A CN202010459090.6A CN202010459090A CN111606209A CN 111606209 A CN111606209 A CN 111606209A CN 202010459090 A CN202010459090 A CN 202010459090A CN 111606209 A CN111606209 A CN 111606209A
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China
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dimensional space
gnss
deflection
space coordinate
tower crane
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CN111606209B (en
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周命端
杜明义
周乐皆
罗德安
丁克良
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Beijing University of Civil Engineering and Architecture
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Beijing University of Civil Engineering and Architecture
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    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B66—HOISTING; LIFTING; HAULING
    • B66C—CRANES; LOAD-ENGAGING ELEMENTS OR DEVICES FOR CRANES, CAPSTANS, WINCHES, OR TACKLES
    • B66C13/00—Other constructional features or details
    • B66C13/18—Control systems or devices
    • B66C13/46—Position indicators for suspended loads or for crane elements
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B66—HOISTING; LIFTING; HAULING
    • B66C—CRANES; LOAD-ENGAGING ELEMENTS OR DEVICES FOR CRANES, CAPSTANS, WINCHES, OR TACKLES
    • B66C15/00—Safety gear
    • B66C15/06—Arrangements or use of warning devices
    • B66C15/065—Arrangements or use of warning devices electrical

Abstract

The invention provides a method for positioning a lifting hook by utilizing GNSS, which comprises the steps of calculating to obtain a three-dimensional space coordinate of the center of a movable pulley above a lifting hook of a tower crane according to a three-dimensional space coordinate of an antenna phase center of a GNSS mobile station, and measuring deflection parameters of a lifting rope section; and calculating to obtain the three-dimensional space coordinate of the tower crane lifting hook according to the three-dimensional space coordinate and the deflection parameter. Wherein the deflection parameter is measured by a laser signal transmitter and a horizontal circular deflection measuring unit, and the three-dimensional space coordinate is calculated as follows:
Figure DDA0002510282890000011
wherein (X)g,Yg,Hg) Is the three-dimensional space coordinate of the tower crane hook, (X, Y, H) is the three-dimensional space coordinate of the center of the movable pulley, L is the length of the sling section, L is the length from the position of the laser signal transmitter to the head end of the sling section, r is the radius of the movable pulley, and H2 is the distance from the bottom corresponding to the center of the movable pulley to the head end of the movable pulleyThe height of the horizontal circular deflection measuring unit is α, R is the horizontal plane deflection angle and the horizontal plane deflection distance of the laser signal transmitter respectively.

Description

Method for positioning lifting hook by utilizing GNSS
The application is a divisional application of an invention patent application with the application number of 201810362613.8 and the invention name of 'a tower crane hook positioning method based on GNSS', which is filed on 20.4.4.2018.
Technical Field
The invention relates to the technical field of building construction, in particular to a tower crane hook positioning method based on GNSS.
Background
In the process of operating the tower crane, the accurate determination of the position of the lifting hook has important significance for completing the fixed-point lofting task of the tower crane during hoisting. The positioning device is installed at the position above the lifting hook, the positioning device cannot be directly installed on the lifting hook, and if the positioning device is directly installed on the lifting hook, the operation of the tower crane is influenced, and the positioning device is easily damaged in the operation process. If the lifting hook swings under the influence of collision or wind blowing, and the existing positioning device cannot accurately measure the position of the lifting hook when the measurement cannot be carried out in some places.
Disclosure of Invention
The present invention provides a GNSS based method of hook positioning that overcomes or alleviates one or more of the problems of the background art, and at least provides a useful alternative.
As an aspect of the present invention, a tower crane hook positioning method based on GNSS is provided, including: the GNSS mobile station comprises a movable pulley, a tower crane hook and a lifting rope section for connecting the movable pulley and the tower crane hook, wherein a support frame is arranged on an outer cover of the movable pulley, the GNSS mobile station is arranged at the top of the support frame, and the GNSS mobile station comprises:
step S1: calculating an antenna phase center three-dimensional space coordinate of the GNSS rover according to a navigation satellite observation value acquired by the GNSS rover;
step S2: calculating to obtain a three-dimensional space coordinate of the center of the movable pulley above the lifting hook of the tower crane according to the three-dimensional space coordinate of the antenna phase center of the GNSS mobile station;
step S3: the deflection induction measuring device arranged on the hoisting rope section tracks and measures deflection parameters of the hoisting rope section;
step S4: and calculating to obtain the three-dimensional space coordinate of the tower crane lifting hook according to the three-dimensional space coordinate of the center of the movable pulley and the deflection parameter of the lifting rope section.
Preferably, in the GNSS-based tower crane hook positioning method, the step S1 includes:
and calculating to obtain the centimeter-level antenna phase center three-dimensional space coordinate of the GNSS rover station according to the navigation satellite observation value acquired by the GNSS rover station and the synthetic error correction signal which is sent by the GNSS reference station arranged on the ground through a data communication chain and is subjected to differential processing between navigation satellites.
Preferably, in the GNSS-based tower crane hook positioning method, the step S1 includes:
and calculating according to the three-dimensional space coordinate of the antenna phase center of the GNSS rover station and a coordinate difference correction signal sent by a ground GNSS reference station through a data communication link to obtain the three-dimensional space coordinate of the centimeter-level antenna phase center of the GNSS rover station.
Preferably, in the above GNSS-based tower crane hook positioning method, in step S2, the calculation formula of the three-dimensional space coordinate of the center of the movable pulley is represented as follows:
Figure BDA0002510282870000021
wherein (X, Y, H) is a three-dimensional space coordinate of the center of the movable pulley, (X)G,YG,HG) (X) is the three-dimensional space coordinate of the antenna phase center of the GNSS roverN,YE,HU) F (α, A) is the deviation of the antenna phase center from the antenna geometric center of the GNSS roverAccording to a grid antenna model calibrated at intervals of 5-degree satellite azimuth angles and 5-degree satellite elevation angles, interpolation is obtained by bilinear interpolation operation along with the actual azimuth angle α and the actual elevation angle A of the navigation satellite, H1 is the vertical height from the geometric center of the antenna of the GNSS rover to the top corresponding to the center of the movable pulley, and r is the radius of the movable pulley.
Preferably, in the GNSS-based tower crane hook positioning method, the yaw induction measuring device includes a laser signal transmitter and a horizontal circular yaw measuring unit, the laser signal transmitter is disposed at a length l from a head end of the hoist rope section, a center of the horizontal circular yaw measuring unit is connected to the head end of the hoist rope section and is disposed at a bottom of the support frame, and the step S3 includes:
when the lifting hook of the tower crane swings, the laser signal transmitter senses the swing of the lifting rope section and vertically sends the laser signal upwards to the horizontal circular deflection measuring unit when the lifting rope section swings;
and the horizontal circular deflection measuring unit automatically measures the horizontal plane deflection angle alpha and the horizontal plane deflection distance R of the laser signal transmitter according to the calibration point S of the laser signal transmitter on the horizontal circular deflection measuring unit.
Preferably, in the GNSS-based tower crane hook positioning method, the radius c of the horizontal circular yaw measurement unit, the length l, and the radius r of the movable sheave satisfy the following relationship:
Figure BDA0002510282870000031
l is the length of the lifting rope section, k is the safety coefficient of the lifting rope section, and k is 0.7-1.0.
Preferably, in the above GNSS-based tower crane hook positioning method, in step S4, the calculation formula of the three-dimensional space coordinate of the tower crane hook is expressed as follows:
Figure BDA0002510282870000032
wherein (X)g,Yg,Hg) The three-dimensional space coordinate (X, Y and H) of the tower crane hook is the three-dimensional space coordinate of the center of the movable pulley, L is the length of the sling section, L is the length from the position of the laser signal transmitter to the head end of the sling section, R is the radius of the movable pulley, H2 is the vertical height from the bottom corresponding to the center of the movable pulley to the horizontal circular deflection measuring unit, and α and R are the horizontal plane deflection angle and the horizontal plane deflection distance of the laser signal transmitter respectively.
Preferably, in the GNSS-based tower crane hook positioning method, after the step S3, the method further includes:
and judging whether the deflection angle beta of the hoisting rope section exceeds an early warning angle chi, and if so, sending an alarm signal for prompting the suspension operation.
Preferably, in the method for positioning a tower crane hook based on GNSS, the calculation formula of the deflection angle β of the hoist rope section and the early warning angle χ is as follows:
Figure BDA0002510282870000041
wherein, R is the horizontal plane deflection distance of the laser signal transmitter, l is the length from the position of the laser signal transmitter to the head end of the sling section, and c is the radius of the horizontal circular deflection measuring unit.
By adopting the technical scheme, the invention has the following advantages: according to the GNSS-based tower crane lifting hook positioning method, the three-dimensional space coordinate of the center of the movable pulley above the tower crane lifting hook is calculated through the three-dimensional space coordinate of the antenna phase center of the GNSS rover obtained by the GNSS rover, the deflection parameter of the lifting rope section is tracked and measured according to the deflection induction measuring device arranged on the lifting rope section for connecting the movable pulley and the tower crane lifting hook, the three-dimensional space coordinate of the tower crane lifting hook is obtained through calculation according to the three-dimensional space coordinate of the center of the movable pulley and the deflection parameter of the lifting rope section, the position of the tower crane lifting hook is accurately positioned, and the situation that the position of the tower crane lifting hook cannot be measured due to the fact that the lifting hook swings under the influence of external.
The foregoing summary is provided for the purpose of description only and is not intended to be limiting in any way. In addition to the illustrative aspects, embodiments, and features described above, further aspects, embodiments, and features of the present invention will be readily apparent by reference to the drawings and following detailed description.
Drawings
In the drawings, like reference numerals refer to the same or similar parts or elements throughout the several views unless otherwise specified. The figures are not necessarily to scale. It is appreciated that these drawings depict only some embodiments in accordance with the disclosure and are therefore not to be considered limiting of its scope.
FIG. 1 is a schematic flow chart of a GNSS-based tower crane hook positioning method according to an embodiment of the present invention;
FIG. 2 is a schematic structural diagram of a tower crane for building construction according to an embodiment of the present invention;
FIG. 3 is a schematic structural diagram of a GNSS-based tower crane hook positioning system according to an embodiment of the present invention;
FIG. 4 is a schematic view of a cylindrical structure in a supporting frame according to an embodiment of the present invention;
FIG. 5 is a block diagram of a GNSS based tower crane hook positioning system according to an embodiment of the present invention;
fig. 6 is a schematic diagram illustrating a horizontal circular yaw measuring unit according to an embodiment of the invention receiving a laser signal.
Detailed Description
In the following, only certain exemplary embodiments are briefly described. As those skilled in the art will recognize, the described embodiments may be modified in various different ways, all without departing from the spirit or scope of the present invention. Accordingly, the drawings and description are to be regarded as illustrative in nature, and not as restrictive.
In the description of the present invention, it is to be understood that the terms "central," "longitudinal," "lateral," "length," "width," "thickness," "upper," "lower," "front," "rear," "left," "right," "vertical," "horizontal," "top," "bottom," "inner," "outer," "clockwise," "counterclockwise," "axial," "radial," "circumferential," and the like are used in the orientations and positional relationships indicated in the drawings for convenience in describing the invention and to simplify the description, and are not intended to indicate or imply that the referenced device or element must have a particular orientation, be constructed and operated in a particular orientation, and are not to be considered limiting of the invention.
Furthermore, the terms "first", "second" and "first" are used for descriptive purposes only and are not to be construed as indicating or implying relative importance or implicitly indicating the number of technical features indicated. Thus, a feature defined as "first" or "second" may explicitly or implicitly include one or more of that feature. In the description of the present invention, "a plurality" means two or more unless specifically defined otherwise.
In the present invention, unless otherwise expressly stated or limited, the terms "mounted," "connected," "secured," and the like are to be construed broadly and can, for example, be fixedly connected, detachably connected, or integrally formed; the connection can be mechanical connection, electrical connection or communication; either directly or indirectly through intervening media, either internally or in any other relationship. The specific meanings of the above terms in the present invention can be understood by those skilled in the art according to specific situations.
In the present invention, unless otherwise expressly stated or limited, "above" or "below" a first feature means that the first and second features are in direct contact, or that the first and second features are not in direct contact but are in contact with each other via another feature therebetween. Also, the first feature being "on," "square," and "over" the second feature includes the first feature being directly above and obliquely above the second feature, or merely indicating that the first feature is at a higher level than the second feature. A first feature being "under," "below," and "beneath" a second feature includes the first feature being directly above and obliquely above the second feature, or simply meaning that the first feature is at a lesser level than the second feature.
The following disclosure provides many different embodiments or examples for implementing different features of the invention. To simplify the disclosure of the present invention, the components and arrangements of specific examples are described below. Of course, they are merely examples and are not intended to limit the present invention. Furthermore, the present invention may repeat reference numerals and/or letters in the various examples, such repetition is for the purpose of simplicity and clarity and does not in itself dictate a relationship between the various embodiments and/or configurations discussed. In addition, the present invention provides examples of various specific processes and materials, but one of ordinary skill in the art may recognize applications of other processes and/or uses of other materials.
Example one
In a specific embodiment, a method for positioning a tower crane hook 28 based on a GNSS (global navigation Satellite System) is provided, and is applied to a building tower crane, where the building tower crane includes: the mobile pulley 20, tower crane lifting hook 28 and be used for connecting the mobile pulley 20 and the lifting rope section 27 of tower crane lifting hook 28, the mobile pulley 20 dustcoat is equipped with support frame 25, and the mobile 11 stations of GNSS sets up in the top of support frame 25, as shown in FIG. 1, includes the following step:
step S1: and calculating the three-dimensional space coordinate of the antenna phase center of the GNSS rover station 11 according to the navigation satellite observation value acquired by the GNSS rover station 11.
The GNSS rover 11 may be disposed on the top of the support frame 25 covered by the movable pulley 20 above the crane hook 28, and of course, adjustment according to the actual structure of the tower crane is within the protection scope of the present invention. It should be noted that the number of GNSS rovers 11 is not limited in any way, and one or more are within the scope of the embodiments of the present invention.
Step S2: and calculating the three-dimensional space coordinate of the center of the movable pulley 20 above the tower crane hook 28 according to the three-dimensional space coordinate of the antenna phase center of the GNSS mobile station 11.
Since the GNSS rover 11 is located near the center of the movable sheave 20, the three-dimensional space coordinates of the center of the movable sheave 20 are calculated from the parameters of the movable sheave 20, the support frame 25, and the like and the three-dimensional space coordinates of the antenna phase center of the GNSS rover 11.
Step S3: the yaw sensing measuring device arranged on the hoist rope section 27 tracks and measures the yaw parameters of the hoist rope section 27 for connecting the movable pulley 20 and the tower crane hook 28.
The yaw induction measuring device may include a gyro sensor and an inclination sensor which are disposed on the sling section 27 to be able to measure an azimuth angle, or a laser signal transmitter 13 which is disposed at a length l from a head end of the sling section 27 and a horizontal circular yaw measuring unit 12 which is disposed at a bottom of the supporting frame 25, and a center of the horizontal circular yaw measuring unit 12 is connected to the head end of the sling section 27. The method for acquiring the deflection angle of the sling section 27 in the horizontal plane, the inclination angle of the vertical plane and the deflection distance of the horizontal plane in the swinging process is within the protection scope of the embodiment because the deflection sensing measuring device comprises different measuring devices and the deflection parameters of the sling section are acquired and calculated by different methods.
Step S4: and calculating to obtain the three-dimensional space coordinate of the tower crane hook 28 according to the three-dimensional space coordinate of the center of the movable pulley 20 and the deflection parameter of the lifting rope section.
The calculation of the three-dimensional space coordinates of the center of the movable pulley 20 and the three-dimensional space coordinates of the tower crane hook 28 can be performed in a data processing device, and the data processing device can be arranged in a remote control center and receives data in a wireless communication mode.
According to the GNSS-based tower crane hook 28 positioning method provided by the embodiment, the three-dimensional space coordinate of the center of the movable pulley 20 above the tower crane hook 28 is calculated through the three-dimensional space coordinate of the antenna phase center of the GNSS mobile station 11 acquired by the GNSS mobile station 11, the deflection parameter of the lifting rope section is tracked and measured according to the deflection induction measuring device arranged on the lifting rope section 27 for connecting the movable pulley 20 and the tower crane hook 28, the three-dimensional space coordinate of the tower crane hook 28 is calculated according to the three-dimensional space coordinate of the center of the movable pulley 20 and the deflection parameter of the lifting rope section, the position of the tower crane hook 28 is accurately positioned, and the problem that the position of the tower crane hook 28 cannot be measured due to the fact that the tower crane hook 28 swings under the influence of external force.
On the basis of the GNSS-based tower crane hook 28 positioning method, step S1 includes:
and calculating to obtain the centimeter-level antenna phase center three-dimensional space coordinate of the GNSS rover station 11 according to the navigation satellite observation value acquired by the GNSS rover station 11 and the synthetic error correction signal which is sent by the GNSS reference station arranged on the ground through the data communication link and is subjected to the differential processing between the navigation satellites.
In order to improve the precision of the three-dimensional space coordinate of the antenna phase center of the GNSS rover station 11, a GNSS reference station (Global Navigation Satellite System) is erected at a known coordinate point with a relatively wide visual field near a construction project, which may be one or more, and sends a comprehensive error correction signal after differential processing between Navigation satellites to the GNSS rover station 11 on the building construction tower crane, and the centimeter-level antenna phase center three-dimensional space coordinate of the GNSS rover station 11 is calculated by combining a Navigation Satellite observation value and the comprehensive error correction signal acquired by the GNSS rover station 11.
On the basis of the GNSS-based tower crane hook 28 positioning method, step S1 includes:
and calculating to obtain the centimeter-level antenna phase center three-dimensional space coordinate of the GNSS rover station 11 according to the antenna phase center three-dimensional space coordinate of the GNSS rover station 11 and a coordinate difference correction signal sent by the GNSS reference station arranged on the ground through a data communication link.
Similarly, in order to improve the precision of the three-dimensional space coordinate of the antenna phase center of the GNSS rover station 11, the GNSS reference station sends a coordinate difference correction signal to the GNSS rover station 11 on the building construction tower crane, and the centimeter-level antenna phase center three-dimensional space coordinate of the GNSS rover station 11 is obtained by combining the coordinate difference correction signal and the calculated three-dimensional space coordinate of the antenna phase center of the GNSS rover station 11.
As shown in fig. 3, based on the GNSS-based method for positioning tower crane hook 28, in step S2, the formula for calculating the three-dimensional space coordinate of the center of movable pulley 20 is as follows:
Figure BDA0002510282870000081
wherein, (X, Y, H) is a three-dimensional space coordinate of the center of the movable pulley 20, (X)G,YG,HG) Is the three-dimensional space coordinate of the antenna phase center of the GNSS rover station 11, (X)N,YE,HU) For the deviation between the antenna phase center and the antenna geometric center of the GNSS rover, f (α, a) is a grid antenna model provided by the GNSS receiver antenna calibration mechanism and calibrated according to satellite azimuth angles of every 5 ° and satellite elevation angles of every 5 °, and then interpolated values obtained by bilinear interpolation operation are performed according to the actual azimuth angle α and the actual elevation angle a of the navigation satellite, H1 is the vertical height from the antenna geometric center of the GNSS rover 11 to the top corresponding to the center of the moving pulley 20, and r is the radius of the moving pulley 20.
On the basis of the positioning method of the tower crane hook 28 based on the GNSS, the yaw induction measuring device includes a laser signal transmitter 13 and a horizontal circular yaw measuring unit 12, the laser signal transmitter 13 is arranged at a position of a length l calculated from the head end of the lifting rope section 27, the center of the horizontal circular yaw measuring unit 12 is connected with the head end of the lifting rope section 27, the horizontal circular yaw measuring unit 12 is arranged at the bottom of the supporting frame 25, and the step S3 includes:
when the tower crane hook 28 swings, the laser signal transmitter 13 senses the swing of the lifting rope section 27 and vertically sends a laser signal upwards to the horizontal circular deflection measuring unit 12 when the lifting rope section 27 swings; the laser transmitter 13 may also send the laser signal all the way up.
The horizontal circular deflection measuring unit 12 automatically measures the horizontal plane deflection angle alpha and the horizontal plane deflection distance R of the laser signal transmitter 13 according to the calibration point S of the laser signal transmitter on the horizontal circular deflection measuring unit 12.
As shown in fig. 6, a space coordinate system is established with a plane where the horizontal circular yaw measurement unit 12 is located as a horizontal plane, a center O of the horizontal circular yaw measurement unit 12 is an origin of coordinates, an X axis and a Y axis are set on the horizontal plane, and a direction perpendicular to the horizontal circular yaw measurement unit 12 is set as an H axis. The horizontal yaw angle α is an angle obtained by rotating the X axis counterclockwise to the OS line, and the horizontal yaw distance R is the length of the OS line.
On the basis of the GNSS-based tower crane hook 28 positioning method, the radius c, the length l and the radius r of the movable pulley 20 of the horizontal circular yaw measuring unit 12 satisfy the following relations:
Figure BDA0002510282870000091
wherein, L is the length of lifting rope section 27, and k is the factor of safety of lifting rope section, and k equals 0.7 ~ 1.0.
On the basis of the GNSS-based method for positioning the tower crane hook 28, in step S4, the calculation formula of the three-dimensional space coordinate of the tower crane hook 28 is expressed as follows:
Figure BDA0002510282870000092
wherein (X)g,Yg,Hg) The three-dimensional space coordinate (X, Y, H) of the tower crane hook 28 is the three-dimensional space coordinate of the center of the movable pulley 20, L is the length of the sling section 27, L is the length from the position of the laser signal transmitter 13 to the head end of the sling section 27, R is the radius of the movable pulley 20, H2 is the vertical height from the bottom corresponding to the center of the movable pulley 20 to the horizontal circular deflection measuring unit, α and R are the horizontal plane deflection angle and the horizontal plane deflection distance of the laser signal transmitter 13 respectively, and the head end of the sling section 27 refers to the end of the second sling section connected with the horizontal circular deflection measuring unit 12.
On the basis of the GNSS-based method for positioning tower crane hook 28, after step S3, the method further includes:
and judging whether the deflection angle beta of the sling section 27 exceeds the early warning angle chi, and if so, sending an alarm signal for prompting the suspension operation.
On the basis of the GNSS-based tower crane hook 28 positioning method, the calculation formulas of the deflection angle beta and the early warning angle χ of the lifting rope section 27 are as follows:
Figure BDA0002510282870000101
wherein, R is the horizontal plane deflection distance of the laser signal transmitter 13, l is the length from the position of the laser signal transmitter 13 to the head end of the lifting rope section 27, and c is the radius of the horizontal circular deflection measuring unit 12. The head end of the sling segment 27 is the end of the second sling segment connected to the horizontal circular yaw measuring unit 12.
The above-described manner can be applied to a hook positioning system in a construction tower crane, as shown in fig. 2, 3, and 4, the construction tower crane including: the device comprises a fixing device 21, a vertical column 22, a tower arm 23, a movable trolley 24 arranged on the tower arm 23, a connecting rope 26 connected with the movable trolley 24, a lifting rope section 27, a movable pulley 20 positioned between the connecting rope 26 and the lifting rope section 27, and a lifting hook 28 arranged at the tail end of the lifting rope section 27. As shown in fig. 3, the supporting frame 25 is covered outside the movable pulley 20, wherein the supporting frame 25 includes a cylindrical structure 17, the top of the cylindrical structure 17 is connected with an upper supporting portion 14, the bottom of the cylindrical structure 17 is connected with a lower supporting portion 15, the supporting frame 25 is connected to the central fixing shaft 16 of the movable pulley 20 through the through holes 10 on both sides, that is, both ends of the central fixing shaft 16 respectively pass through the through holes symmetrical on the sidewall of the cylindrical structure 17, two nuts respectively rotate at both ends of the central fixing shaft 16, and then are tightly attached to the outer sidewall of the cylindrical structure 17, so that the supporting frame 25 and the movable pulley 20 are ensured to be fixed. Of course, the cylindrical structure 17 may have a circular, elliptical, rectangular or square cross section, and the fixing manner of the supporting frame 25 and the movable pulley 20 includes, but is not limited to, the above-mentioned detachable connection manner, and may also include a fixed connection manner, that is, both ends of the central fixed shaft 16 of the movable pulley 20 are respectively fixedly connected with two opposite inner side walls of the cylindrical structure 17, which are within the protection scope of the present embodiment. Are all within the scope of the present embodiment.
As shown in fig. 5, the GNSS based hook positioning system comprises: the system comprises a GNSS mobile station 11, a horizontal circular yaw measuring unit 12, a laser signal transmitter 13, an alarm device 18 and a data processing device 19.
The GNSS (global navigation Satellite System) rover 11 is a surveying-type GNSS receiver, and the GNSS rover 11 is disposed on the top of the support frame 25 and is specifically connected to the surface of the upper support portion 14 of the support frame 25. The GNSS rover station 11 comprises a navigation positioning device and a coordinate calculation device, wherein the navigation positioning device is used for acquiring a navigation satellite observation value of the GNSS rover station, and the coordinate calculation device is used for calculating an antenna phase center three-dimensional space coordinate of the GNSS rover station 11 according to a GNSS navigation satellite positioning signal. It should be noted that the number of GNSS rovers 11 is not limited in any way, and one or more are within the scope of the embodiments of the present invention.
The laser signal transmitter 13 is disposed on the sling section 27, and is configured to sense the swing of the sling section 27, and transmit a laser signal vertically upward to the horizontal circular yaw measuring unit 12 when the sling section 27 swings.
The horizontal circular deflection measuring unit 12 is used for receiving the laser signal, measuring and calculating a deflection parameter of the laser signal transmitter 13 according to the laser signal, and the horizontal circular deflection measuring unit 12 is fixedly connected with the bottom of the support frame 25, and is specifically fixedly connected with the lower supporting part 15 in the support frame 25. The actual deflection parameter of the sling section has the same meaning as that of the laser signal transmitter 13, and can be replaced with each other.
The data processing device 19 is configured to calculate a three-dimensional space coordinate of the center B of the movable pulley 20 according to the three-dimensional space coordinate of the antenna phase center of the GNSS rover 11, and calculate a three-dimensional space coordinate of the hook 28 according to the three-dimensional space coordinate of the center B of the movable pulley 20 and the deflection parameter of the laser signal transmitter 13. The data processing device 19 may be located at a remote control center and receive data by wireless communication.
The alarm device 18 is used for judging whether the deflection angle beta of the sling section 27 exceeds the early warning angle chi, if so, an alarm signal for prompting the suspension operation is sent out, the alarm device 18 is preferably arranged on the side surface of the support frame 25, and it is ensured that an operator can observe the alarm signal in time, of course, the installation position of the alarm device 18 includes but is not limited to the above places, and the adjustment is carried out according to actual requirements, and the adjustment is all in the protection range of the embodiment. The alarm device 18 includes: the sound alarm is used for sounding according to the alarm signal; and a light alarm for emitting flashing light according to the alarm signal. Of course, it is within the scope of the present embodiment that the alarm device 18 includes, but is not limited to, the above two alarms, and may also include an alarm combining sound and light.
The above description is only for the specific embodiment of the present invention, but the scope of the present invention is not limited thereto, and any person skilled in the art can easily conceive various changes or substitutions within the technical scope of the present invention, and these should be covered by the scope of the present invention. Therefore, the protection scope of the present invention shall be subject to the protection scope of the appended claims.

Claims (6)

1. A method for positioning a lifting hook by utilizing GNSS is characterized in that the method is applied to a building construction tower crane, and the building construction tower crane comprises the following steps: the GNSS mobile station comprises a movable pulley, a tower crane hook and a lifting rope section for connecting the movable pulley and the tower crane hook, wherein a support frame is arranged on an outer cover of the movable pulley, the GNSS mobile station is arranged at the top of the support frame, and the GNSS mobile station comprises:
step S1: calculating an antenna phase center three-dimensional space coordinate of the GNSS rover according to a navigation satellite observation value acquired by the GNSS rover;
step S2: calculating to obtain a three-dimensional space coordinate of the center of the movable pulley above the lifting hook of the tower crane according to the three-dimensional space coordinate of the antenna phase center of the GNSS mobile station;
step S3: the deflection induction measuring device arranged on the hoisting rope section tracks and measures deflection parameters of the hoisting rope section;
step S4: calculating to obtain the three-dimensional space coordinate of the tower crane hook according to the three-dimensional space coordinate of the center of the movable pulley and the deflection parameter of the hoisting rope section;
wherein, the yaw induction measuring device includes a laser signal transmitter and a horizontal circular yaw measuring unit, the laser signal transmitter is disposed at a position of a length l from the head end of the sling section, the center of the horizontal circular yaw measuring unit is connected with the head end of the sling section, the horizontal circular yaw measuring unit is disposed at the bottom of the supporting frame, and the step S3 includes:
when the lifting hook of the tower crane swings, the laser signal transmitter senses the swing of the lifting rope section and vertically sends the laser signal upwards to the horizontal circular deflection measuring unit when the lifting rope section swings;
the horizontal circular deflection measuring unit automatically measures the horizontal plane deflection angle alpha and the horizontal plane deflection distance R of the laser signal transmitter according to the calibration point S of the laser signal transmitter on the horizontal circular deflection measuring unit,
the horizontal circular deflection measuring unit is arranged on the horizontal plane, the horizontal coordinate system is established, the center of the horizontal circular deflection measuring unit is a coordinate origin, an X axis and a Y axis are arranged on the horizontal plane, the horizontal plane deflection angle is an angle obtained by rotating the X axis anticlockwise to a connecting line of the coordinate origin and the calibration point, and the horizontal plane deflection distance is the length of the connecting line of the coordinate origin and the calibration point;
in step S4, the calculation formula of the three-dimensional space coordinate of the tower crane hook is represented as follows:
Figure FDA0002510282860000021
wherein (X)g,Yg,Hg) The three-dimensional space coordinate (X, Y and H) of the tower crane hook is the three-dimensional space coordinate of the center of the movable pulley, L is the length of the sling section, L is the length from the position of the laser signal transmitter to the head end of the sling section, R is the radius of the movable pulley, H2 is the vertical height from the bottom corresponding to the center of the movable pulley to the horizontal circular deflection measuring unit, α and R are respectively the horizontal plane deflection of the laser signal transmitterThe swing angle and the horizontal plane deflection distance.
2. The method of claim 1, wherein the step S1 includes:
and calculating to obtain the centimeter-level antenna phase center three-dimensional space coordinate of the GNSS rover station according to the navigation satellite observation value acquired by the GNSS rover station and the synthetic error correction signal which is sent by the GNSS reference station arranged on the ground through a data communication chain and is subjected to differential processing between navigation satellites.
3. The method of claim 1, wherein the step S1 includes:
and calculating according to the three-dimensional space coordinate of the antenna phase center of the GNSS rover station and a coordinate difference correction signal sent by a ground GNSS reference station through a data communication link to obtain the three-dimensional space coordinate of the centimeter-level antenna phase center of the GNSS rover station.
4. The method of claim 1, wherein the radius c of the horizontal circular yaw measuring unit and the length l and the radius r of the movable pulley satisfy the following relationship:
Figure FDA0002510282860000022
l is the length of the lifting rope section, k is the safety coefficient of the lifting rope section, and k is 0.7-1.0.
5. The method of claim 1, wherein after the step S3, the method further comprises:
and judging whether the deflection angle beta of the hoisting rope section exceeds an early warning angle chi, and if so, sending an alarm signal for prompting the suspension operation.
6. The method of claim 5, wherein the hoist rope section yaw angle β and the warning angle χ are calculated as follows:
Figure FDA0002510282860000031
wherein, R is the horizontal plane deflection distance of the laser signal transmitter, l is the length from the position of the laser signal transmitter to the head end of the sling section, and c is the radius of the horizontal circular deflection measuring unit.
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Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103213902A (en) * 2013-01-10 2013-07-24 林汉丁 Device for detecting and monitoring deflection angle of lifting hook and crane
JP2016020257A (en) * 2014-07-14 2016-02-04 五洋建設株式会社 Suspension position measurement device for floating crane and suspension position measurement method of floating crane
CN106219416A (en) * 2016-09-13 2016-12-14 北京建筑大学 A kind of double lifting rope section construction crane machines utilizing GNSS technology
CN106946159A (en) * 2017-03-30 2017-07-14 武汉大学 One kind is based on the pinpoint building tower crane automatic running systems of the Big Dipper/GPS and control method
CN107235419A (en) * 2017-07-11 2017-10-10 长沙海川自动化设备有限公司 Safety monitoring system for tower crane and the derrick crane with it

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103213902A (en) * 2013-01-10 2013-07-24 林汉丁 Device for detecting and monitoring deflection angle of lifting hook and crane
JP2016020257A (en) * 2014-07-14 2016-02-04 五洋建設株式会社 Suspension position measurement device for floating crane and suspension position measurement method of floating crane
CN106219416A (en) * 2016-09-13 2016-12-14 北京建筑大学 A kind of double lifting rope section construction crane machines utilizing GNSS technology
CN106946159A (en) * 2017-03-30 2017-07-14 武汉大学 One kind is based on the pinpoint building tower crane automatic running systems of the Big Dipper/GPS and control method
CN107235419A (en) * 2017-07-11 2017-10-10 长沙海川自动化设备有限公司 Safety monitoring system for tower crane and the derrick crane with it

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