CN212294379U - Big-span bridge girder hoisting system based on Beidou positioning - Google Patents

Big-span bridge girder hoisting system based on Beidou positioning Download PDF

Info

Publication number
CN212294379U
CN212294379U CN202020952263.3U CN202020952263U CN212294379U CN 212294379 U CN212294379 U CN 212294379U CN 202020952263 U CN202020952263 U CN 202020952263U CN 212294379 U CN212294379 U CN 212294379U
Authority
CN
China
Prior art keywords
data
hoisting
control center
beidou
sports car
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.)
Active
Application number
CN202020952263.3U
Other languages
Chinese (zh)
Inventor
韩洪举
刘小飞
梁利文
罗意钟
黄优平
肖云
邓平
张基进
李壮
吴南山
于志斌
杨秀刚
冉毅
冯敏芳
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.)
Liuzhou Qianqiao Technology Co ltd
Guizhou Road and Bridge Group Co Ltd
Original Assignee
Liuzhou Qianqiao Technology Co ltd
Guizhou Road and Bridge Group 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 Liuzhou Qianqiao Technology Co ltd, Guizhou Road and Bridge Group Co Ltd filed Critical Liuzhou Qianqiao Technology Co ltd
Priority to CN202020952263.3U priority Critical patent/CN212294379U/en
Application granted granted Critical
Publication of CN212294379U publication Critical patent/CN212294379U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Control And Safety Of Cranes (AREA)

Abstract

A big-span bridge girder hoisting system based on Beidou positioning comprises a three-dimensional accurate positioning system and an automatic hoisting control system; the three-dimensional precise positioning system comprises a Beidou reference station, a Beidou positioning terminal, a differential service system and a data center; the Beidou reference station is used for continuously tracking and observing Beidou satellite signals and providing positioned carrier phase difference data; the Beidou positioning terminal is arranged on a sports car and a lifting point, and positioning data of the sports car and the lifting point are obtained; and the automatic hoisting control system controls the running cars and hoisting points to run towards the target according to the data of the data center of the three-dimensional accurate positioning system and processes the data. The automatic control and accurate fixed point parking of sports car in the hoisting process and the accurate and stable control of the hoisting height of the girder are achieved.

Description

Big-span bridge girder hoisting system based on Beidou positioning
Technical Field
The utility model relates to a handling technique of large-span bridge construction process, in particular to large-span bridge girder hoist and mount system based on big dipper location.
Background
The method for hoisting the girder by adopting the cable crane is a common method for installing the girder of the large-span bridge at present. The cable crane is a hoisting device mainly used for large-span longitudinal hoisting in the engineering field, generally, towers are arranged on two banks of a valley, a steel wire rope is erected on the towers to serve as a main bearing member, a heavy roadster is suspended on the steel wire rope, and the roadster is pulled to reciprocate on the steel wire rope to realize the transportation of heavy objects on the two banks. It has the advantages of large span, high efficiency, relatively simple structure, good economy, etc. Can be used for lifting and transporting heavy objects under the condition of crossing barriers such as valleys and rivers.
At present, in the cable hoisting construction, the hoisting height and the sliding stroke of a main beam are usually determined by measuring the paying-off length or adopting an angle encoder, and the displacement and the speed are controlled by manually starting and stopping a winch. This method has the following disadvantages: when the hoisting height is measured by adopting the method of measuring the length of the paying-off wire, the measuring precision is influenced because the bearing cable generates elastic deformation under the action of a heavy object, and the synchronism of each hoisting point is low. When the angle encoder is used for measuring the sliding stroke, the sports car is pulled by the traction rope to run, and the position reached by the running of the sports car is displayed by information provided by the angle encoder on the large friction wheel shaft on the traction winch. However, the pulling force of the traction rope is continuously changed in the running process of the sports car, and the length of the rope is also changed due to elastic deformation, so that the position of the rope wound on the large friction wheel is correspondingly changed, the accuracy of the position display of the sports car is poor, and the monitoring of a driver on the operation of the cable hoisting system is influenced.
In addition, the conventional cable crane adopts a manual operation mode, operators control the stroke of the windlass manually, particularly the operators of the two windlasses arranged on two banks need to be matched through an interphone, and the speed of the sports car is difficult to accurately control in the operation mode, so that the fixed-point parking precision is low, and the synchronization error is large.
SUMMERY OF THE UTILITY MODEL
The utility model aims at providing a realize automatic control and accurate fixed point of hoist and mount process sports car and park to and girder hoist and mount height's accurate control's large-span bridge girder hoist and mount system based on big dipper location.
The utility model discloses a solution is such:
a big-span bridge girder hoisting system based on Beidou positioning comprises a three-dimensional accurate positioning system and an automatic hoisting control system; the three-dimensional precise positioning system comprises a Beidou reference station, a Beidou positioning terminal, a differential service system and a data center; the Beidou reference station is used for continuously tracking and observing Beidou satellite signals, transmitting satellite information in real time through a network and providing high-precision carrier phase difference data for the Beidou positioning terminal in real time; the Beidou positioning terminals are arranged on the sports cars and the lifting points, and are used for receiving carrier positioning data of the Beidou reference station and coordinates of the Beidou reference station and transmitting the carrier positioning data and the coordinates of the Beidou reference station to the differential service system; the differential service system is provided with differential service software and is responsible for calculating to obtain XYZ coordinates of the Beidou positioning terminal and transmitting data to the data center, and the data center is responsible for storing the data and transmitting the data to the computer control center of the automatic hoisting control system; the automatic hoisting control system comprises a computer control center, a hoisting winch, a traction winch, a sports car, a hoisting cable, a traction cable and auxiliary facilities including a hanger; the computer control center is provided with:
(1) a data input unit: the system is used for inputting parameters such as sports target coordinates of the sports cars, lifting target coordinates of the section beams, maximum allowable values of speed differences of the two groups of sports cars, maximum allowable values of displacement differences of the two groups of sports cars, delta S, deceleration distance S1, maximum allowable values of vertical displacement differences of lifting points, delta H and the like;
(2) a data reading and processing unit: the system comprises a three-dimensional accurate positioning system, a data center, a data acquisition module, a data processing module and a data processing module, wherein the data acquisition module is used for reading and processing data of the data center of the three-dimensional accurate positioning system in real time and calculating data such as running speed, displacement, segment beam lifting speed, vertical displacement and the;
(3) sports car motion control unit: the system is used for controlling the sports car to run to a target coordinate according to information such as real-time coordinates, speed, displacement and the like of the sports car;
(4) hoisting a control unit: the method is used for controlling the segment beam to move to a target position according to information such as real-time coordinates, speed and vertical displacement of the hoisted segment beam.
The more specific technical scheme also comprises the following steps: the computer control center is set as a main control center and an auxiliary control center which are respectively arranged at two banks, the main control center and the auxiliary control center establish communication in a wired or wireless mode, and during construction, the main control center sends a control instruction to the auxiliary control center to realize linkage control of a hoisting machine and a traction hoisting machine at the two banks.
Further: the computer control center is set as a main control center and an auxiliary control center which are respectively arranged at two banks, the main control center and the auxiliary control center establish communication in a wired or wireless mode, and during construction, the main control center and the auxiliary control center respectively and independently control the hoisting winch and the traction winch at the banks to work.
Further: the main control center and the auxiliary control center establish communication through high-power Bluetooth.
The utility model has the advantages of solved prior art and caused measurement accuracy inaccurate, cause control accuracy not high through intercom cooperation manual operation because of the elastic deformation of haulage cable, position change to influence the sports car and park the problem of precision and hoist and mount, realize the automatic control and the accurate fixed point of hoist and mount process sports car and park, and accurate, the steady control of girder hoist and mount height.
Drawings
Fig. 1 is the utility model discloses a large-span bridge girder hoist and mount system overall arrangement diagram based on big dipper location.
Fig. 2 is a top view of fig. 1.
Fig. 3 is an enlarged view of a portion of fig. 1A.
Fig. 4 is an enlarged view of a portion of fig. 1B.
Fig. 5 is an enlarged view of a portion of fig. 2C.
FIG. 6 is an enlarged view of a portion of FIG. 2D
Figure 7 is the utility model discloses an accurate positioning system working principle of big dipper picture.
Fig. 8 is the utility model discloses a control logic diagram (1) of large-span bridge girder hoist and mount method based on big dipper location.
Fig. 9 is the utility model discloses a control logic diagram (2) of large-span bridge girder hoist and mount method based on big dipper location.
The parts of the drawings are detailed as follows: 1. big dipper reference station, 2a, hoisting winch No. one, 2b, hoisting winch No. two, 2c, hoisting winch No. three, 2d, hoisting winch No. four, 3, main control center, 4a, index winch No. one, 4b, index winch No. two, 4c, index winch No. three, 4d, index winch No. four, 5a, storage bobbin 1, 5b, storage bobbin 2, 6, hoisting platform, 7a, sports car No. 1, 7b, sports car No. 2, 7c, sports car No. 3, 7d, sports car No. 4, 8, first big dipper positioning terminal, 9, bearing cable, 10, index cable, 11, hoisting cable, 12, main cable, 13, gallows, 14, section beam, 15, second big dipper positioning terminal, 16, main tower, 17, vice control center, 18, big dipper temporary positioning terminal.
Detailed Description
As shown in fig. 1, 2, 4 and 5, the big-span bridge girder hoisting system based on Beidou positioning comprises a three-dimensional precise positioning system and an automatic hoisting control system; the three-dimensional precise positioning system comprises a Beidou reference station 1, a first Beidou positioning terminal 8, a second Beidou positioning terminal 15, a differential service system and a data center; the Beidou reference station 1 continuously tracks and observes Beidou satellite signals, transmits satellite information in real time through a network and provides high-precision carrier phase difference data for the Beidou positioning terminal in real time; the first Beidou positioning terminal 8 is installed on a sports car, the sports car of the system adopts four sports cars, namely a No. 1 sports car 7a, a No. 2 sports car 7b, a No. 3 sports car 7c and a No. 4 sports car 7d, and each sports car is provided with one first Beidou positioning terminal 8; the second Beidou positioning terminal 15 is installed on a lifting point, receives carrier positioning data and Beidou reference station coordinates of a Beidou reference station and transmits the carrier positioning data and the Beidou reference station coordinates to the differential service system, each sports car is provided with one first Beidou positioning terminal 8, and each lifting point is provided with one second Beidou positioning terminal 15; the differential service system is provided with differential service software and is responsible for calculating to obtain XYZ coordinates of the Beidou positioning terminal and transmitting data to the data center, and the data center is responsible for storing the data and transmitting the data to the computer control center of the automatic hoisting control system; the automatic hoisting control system comprises a computer control center, a hoisting winch, a traction winch, a No. 1 roadster 7a, a No. 2 roadster 7b, a No. 3 roadster 7c, a No. 4 roadster 7d, a hoisting cable 11, a traction cable 10, a hanger 13 and related auxiliary facilities; the computer control center is provided with:
(1) a data input unit: the system is used for inputting parameters such as No. 1 roadster 7a, No. 2 roadster 7b, No. 3 roadster 7c and No. 4 roadster 7d motion target coordinates, section beam 14 lifting target coordinates, two groups of roadster speed difference maximum allowable values delta V, two groups of roadster displacement difference maximum allowable values delta S, deceleration distance S1, lifting point vertical displacement difference maximum allowable values delta H and the like;
(2) a data reading and processing unit: the system comprises a three-dimensional accurate positioning system, a data center, a track 1, a track 2, a track 3, a track 4, a track 7d, a track 1, a track 2, a track 3, a track 4, a track 14, a lifting speed of a section beam, a vertical displacement and the like, wherein the data center is used for reading and processing data of the data center of the three-dimensional accurate positioning system in real time;
(3) sports car motion control unit: the system is used for controlling the sports cars to run to target coordinates according to information such as real-time coordinates, speed, displacement and the like of the No. 1 sports car 7a, the No. 2 sports car 7b, the No. 3 sports car 7c and the No. 4 sports car 7 d;
(4) hoisting a control unit: the control system is used for controlling the segment beam to move to a target position according to information such as real-time coordinates, speed and vertical displacement of the hoisted segment beam 14.
The computer control center is set as a main control center 3 and an auxiliary control center 17 which are respectively arranged at two banks, the main control center 3 and the auxiliary control center 17 establish communication in a wired or wireless mode, in the embodiment, the main control center and the auxiliary control center establish communication through high-power Bluetooth, and during construction, a control instruction can be sent to the auxiliary control center 17 through the main control center 3 according to needs to realize linkage control of the hoisting winch 2 and the traction hoisting winch 3 at the two banks, and the hoisting winch 2 and the traction hoisting winch 3 at the bank can be respectively and independently controlled by the main control center 3 and the auxiliary control center 17 to work.
As shown in fig. 3, the hoist winch is used to deploy the hoist cable 11 to effect the raising and lowering of the segmental beam 14. The hoisting winch 2 is provided with four hoisting winches, namely a first hoisting winch 2a, a second hoisting winch 2b, a third hoisting winch 2c and a fourth hoisting winch 2d, and one hoisting winch is arranged on the upstream and downstream of each of the two banks.
The traction winch is used for a rope 10 to realize the movement of a No. 1 sports car 7a, a No. 2 sports car 7b, a No. 3 sports car 7c and a No. 4 sports car 7 d. The traction winches are provided with four winches, namely a first index winch 4a, a second index winch 4b, a third index winch 4c and a fourth index winch 4d, and one winch is arranged on the upper part and the lower part of each of the two banks.
As shown in fig. 3 and 6, the carriage No. 1, the carriage No. 2, the carriage No. 3, and the carriage No. 4 7d are girder transporting mechanisms for transporting the segment girders 14 to a designated position. No. 1 sports car 7a, No. 2 sports car 7b, No. 3 sports car 7c, No. 4 sports car 7d establish on bearing cable 9. The upper and lower reaches of bearing cable 9 are respectively established a set ofly, and the upper and lower reaches of sports car are respectively established a set ofly, and every sports car of group comprises two independent sports cars. The two sports cars in the same group are pulled by the same group of traction ropes; the same position of every sports car all sets firmly first big dipper positioning terminal 8 for gather sports car positional information in real time.
As shown in fig. 3, the hanger 13 is a profile steel hanger, 2 i-beams are arranged to form an integral steel box as a longitudinal beam, the integral steel box is connected with the bearing cable 11 through a steel lifting lug by a pin, 2 lifting hooks are arranged at the lower part of each longitudinal beam, and when the segmental beam 14 is lifted, the segmental beam 14 is connected and fixed with the lifting hooks by a screw; and a second Beidou positioning terminal 15 is fixedly arranged right above each lifting hook and on the upper surface of the lifting frame 14 and used for acquiring the position information of the segmental beam 14 in real time.
As shown in fig. 7, 8 and 9, the big dipper positioning-based large-span bridge girder hoisting method comprises the following steps:
(1) a positioning coordinate reference setting step: establishing a Beidou reference station 1, selecting a datum reference point on a bridge main tower, arranging a temporary Beidou positioning terminal 18, measuring the three-dimensional coordinates of the datum reference point, calculating the theoretical position of each section of beam after being installed in place in advance by combining bridge design parameters, further obtaining the theoretical coordinates of the Beidou positioning terminals corresponding to each roadster and the theoretical coordinates of the Beidou positioning terminals on each hanger after being in place, and inputting the theoretical coordinates into a computer control center.
(2) The Beidou positioning terminal is set: the sports car and the lifting point are respectively provided with a Beidou positioning terminal, and the Beidou positioning terminals acquire position information of the Beidou positioning terminals on the sports cars and the lifting points in real time and transmit the position information to the differential service system; the difference service system calculates XYZ coordinates of each sports car and each lifting point and transmits the data to the data center, and a computer control center of the automatic lifting control system reads and processes the data of the data center in real time;
(3) hoisting: after the segment beam 14 is connected and fixed with the lifting hook, the hoisting winch 2 is started to vertically hoist the segment beam 14 away from the hoisting platform, and the hoisting is started. The second Beidou positioning terminal 15 installed on the lifting frame 13 in the lifting process collects position information of each lifting point in real time and transmits the position information to the difference service system, and the difference service system calculates XYZ coordinates of each lifting point and transmits the data to the data center. And a computer control center of the automatic hoisting control system reads and processes data of the data center in real time, calculates the vertical displacement and the speed of the segmental beam 14, and sends an instruction to the hoisting winch 2 to control the hoisting process until the vertical displacement and the speed reach a preset position, and then the hoisting winch stops.
The hoisting step process further comprises a hoisting point displacement synchronous control step: in the hoisting process, the computer control center compares the vertical displacement of each hoisting point in real time, and when the vertical displacement difference between any two hoisting points is larger than the maximum allowable value delta H, the computer control center sends a deceleration instruction to a hoisting winch with large vertical displacement, reduces the hoisting speed of the hoisting winch, sends a speed-up instruction to a hoisting winch with small displacement, and increases the speed of the hoisting winch until the vertical displacement of the two hoisting points is consistent.
(4) A beam transporting step: the hoist engine 4 that pulls is started, pull the walking of section roof beam 14 toward the target location, install No. 1 sports car 7a, No. 2 sports car 7b, No. 3 sports car 7c, No. 4 sports car 7d on first big dipper positioning terminal 8 gather No. 1 sports car 7a in real time, No. 2 sports car 7b, No. 3 sports car 7c, No. 4 sports car 7d positional information and transmit difference service system, difference service system calculates the XYZ coordinate that reachs each sports car and with data transmission to data center. The computer control center of the hoisting automatic control system reads and processes the data of the data center in real time, calculates the speed of the No. 1 sports car 7a, the No. 2 sports car 7b, the No. 3 sports car 7c and the No. 4 sports car 7d and the distance from the preset position, and sends an instruction to the traction winch 4 to control the movement of the No. 1 sports car 7a, the No. 2 sports car 7b, the No. 3 sports car 7c and the No. 4 sports car 7d until the preset position is reached and then stops.
The beam transporting step process further comprises a sports car speed synchronous control step, a sports car displacement synchronous control step and a horizontal accurate positioning step:
a. the sports car speed synchronous control step: in the process of transporting the beam, the computer control center compares the speeds of the two groups of roadsters in real time, when the speed difference of the two groups of roadsters is larger than a maximum allowable value delta V, the computer control center sends a deceleration instruction to the traction winch with high speed, reduces the traction speed of the traction winch, sends a speed-up instruction to the traction winch with low speed, and improves the speed of the traction winch until the speeds of the two groups of roadsters are consistent.
b. Synchronously controlling the displacement of the sports car: in the process of transporting the beam, the computer control center compares the displacement of the two groups of sports cars in real time, when the displacement difference of the two groups of sports cars is larger than the maximum allowable value Delta S, the computer control center sends a deceleration instruction to the traction winch corresponding to the sports car with large displacement to reduce the traction speed of the traction winch, and sends a speed-up instruction to the traction winch corresponding to the sports car with small displacement to increase the speed of the traction winch until the displacement values of the two groups of sports cars are consistent.
c. The precise positioning step of the sports car: when the distance between the No. 1 sports car 7a, the No. 2 sports car 7b, the No. 3 sports car 7c and the No. 4 sports car 7d and the target position is less than or equal to the deceleration distance S1, the computer control center sends a deceleration instruction to the traction winch 4, so that the No. 1 sports car 7a, the No. 2 sports car 7b, the No. 3 sports car 7c and the No. 4 sports car 7d run to the target position at a lower speed, inertia is reduced, parking is stable, and positioning accuracy is improved.
(4) A positioning step: and (4) starting the hoisting winch 2 again to lift the segment beam 14 in place, wherein the lifting process control method is the same as the hoisting step (3).

Claims (4)

1. The utility model provides a large-span bridge girder hoist and mount system based on big dipper location which characterized in that: the device comprises a three-dimensional accurate positioning system and an automatic hoisting control system; the three-dimensional precise positioning system comprises a Beidou reference station, a Beidou positioning terminal, a differential service system and a data center; the Beidou reference station is used for continuously tracking and observing Beidou satellite signals, transmitting satellite information in real time through a network and providing high-precision carrier phase difference data for the Beidou positioning terminal in real time; the Beidou positioning terminals are arranged on the sports cars and the lifting points, and are used for receiving carrier positioning data of a Beidou reference station and coordinates of the Beidou reference station and transmitting the carrier positioning data and the coordinates of the Beidou reference station to the differential service system; the differential service system is provided with differential service software and is responsible for calculating to obtain XYZ coordinates of the Beidou positioning terminal and transmitting data to the data center, and the data center is responsible for storing the data and transmitting the data to the computer control center of the automatic hoisting control system; the automatic hoisting control system comprises a computer control center, a hoisting winch, a traction winch, a sports car, a hoisting cable, a traction cable and auxiliary facilities including a hanger; the computer control center is provided with:
(1) a data input unit: the system is used for inputting parameters such as sports target coordinates of the sports cars, lifting target coordinates of the section beams, maximum allowable values of speed differences of the two groups of sports cars, maximum allowable values of displacement differences of the two groups of sports cars, delta S, deceleration distance S1, maximum allowable values of vertical displacement differences of lifting points, delta H and the like;
(2) a data reading and processing unit: the system comprises a three-dimensional accurate positioning system, a data center, a data acquisition module, a data processing module and a data processing module, wherein the data acquisition module is used for reading and processing data of the data center of the three-dimensional accurate positioning system in real time and calculating data such as running speed, displacement, segment beam lifting speed, vertical displacement and the;
sports car motion control unit: the system is used for controlling the sports car to run to a target coordinate according to information such as real-time coordinates, speed, displacement and the like of the sports car;
hoisting a control unit: the method is used for controlling the segment beam to move to a target position according to information such as real-time coordinates, speed and vertical displacement of the hoisted segment beam.
2. The big-span bridge girder hoisting system based on Beidou positioning according to claim 1, characterized in that: the computer control center is set as a main control center and an auxiliary control center which are respectively arranged at two banks, the main control center and the auxiliary control center establish communication in a wired or wireless mode, and during construction, the main control center sends a control instruction to the auxiliary control center to realize linkage control of a hoisting machine and a traction hoisting machine at the two banks.
3. The big-span bridge girder hoisting system based on Beidou positioning according to claim 1, characterized in that: the computer control center is set as a main control center and an auxiliary control center which are respectively arranged at two banks, the main control center and the auxiliary control center establish communication in a wired or wireless mode, and during construction, the main control center and the auxiliary control center respectively and independently control the hoisting winch and the traction winch at the banks to work.
4. The big-span bridge girder hoisting system based on Beidou positioning according to claim 2 or 3, characterized in that: the main control center and the auxiliary control center establish communication through high-power Bluetooth.
CN202020952263.3U 2020-05-29 2020-05-29 Big-span bridge girder hoisting system based on Beidou positioning Active CN212294379U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202020952263.3U CN212294379U (en) 2020-05-29 2020-05-29 Big-span bridge girder hoisting system based on Beidou positioning

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202020952263.3U CN212294379U (en) 2020-05-29 2020-05-29 Big-span bridge girder hoisting system based on Beidou positioning

Publications (1)

Publication Number Publication Date
CN212294379U true CN212294379U (en) 2021-01-05

Family

ID=73939229

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202020952263.3U Active CN212294379U (en) 2020-05-29 2020-05-29 Big-span bridge girder hoisting system based on Beidou positioning

Country Status (1)

Country Link
CN (1) CN212294379U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113737650A (en) * 2020-05-29 2021-12-03 柳州黔桥技术有限公司 Big-span bridge girder hoisting system based on Beidou positioning

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113737650A (en) * 2020-05-29 2021-12-03 柳州黔桥技术有限公司 Big-span bridge girder hoisting system based on Beidou positioning

Similar Documents

Publication Publication Date Title
CN107572373B (en) The anti-oblique pull control system of Novel crane active and its control method based on machine vision
CN101104501B (en) Double main bear multiple hanging point crane
CN212294379U (en) Big-span bridge girder hoisting system based on Beidou positioning
CN112429640B (en) Method for controlling anti-swing of crown block
CN108217456A (en) A kind of framing type steel box-girder middle cross beam lifts self-level(l)ing device
CN114035488B (en) Fortune frame all-in-one electrical control system based on thing networking cloud monitoring technology
CN102530782A (en) Hydraulic synchronous lifting hoisting technology and equipment for ultra-large members
CN108147282B (en) Six degree of freedom crane for building element lifting
CN113737650A (en) Big-span bridge girder hoisting system based on Beidou positioning
CN113734980A (en) Big dipper positioning-based large-span bridge girder hoisting method
CN111980392A (en) Crown block sliding contact line installation device and construction method thereof
CN213445862U (en) Unmanned crane with automatic picking and hanging device
CN202055175U (en) Hoisting device of box girder-lifting machine beam-hanging traveling crane
EP4242161A1 (en) Unmanned crane provided with automatic unhooking and hooking apparatus, and operating method therefor
CN115072587A (en) Bridge arch rib installation monitoring system
CN212687392U (en) Cable crane hoisting device for bridge erection
RU2442743C2 (en) Double-girder crane with number of supports
CN201080415Y (en) Double main beam multi-hanging point hoisting machine
CN112499482A (en) Intelligent monitoring high-precision positioning steam drum hoisting device and hoisting method applied by same
CN112709137A (en) Hoisting construction method for stiffening beam of suspension bridge
CN108358106B (en) Bridge intelligent swivel construction control system based on touch Beidou positioning
CN112083681A (en) Overhead traveling crane integrated control system
CN215052157U (en) Intelligent control device for cable traction erection
CN214653128U (en) Intelligent monitoring high-precision positioning steam drum hoisting device
CN114182633B (en) Suspension bridge catwalk span-setting method

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant