CN120193473A - A precise positioning and guiding device and method for steel structure bridge construction based on three-dimensional coordinates - Google Patents

A precise positioning and guiding device and method for steel structure bridge construction based on three-dimensional coordinates Download PDF

Info

Publication number
CN120193473A
CN120193473A CN202510525292.9A CN202510525292A CN120193473A CN 120193473 A CN120193473 A CN 120193473A CN 202510525292 A CN202510525292 A CN 202510525292A CN 120193473 A CN120193473 A CN 120193473A
Authority
CN
China
Prior art keywords
fixedly connected
steel structure
plates
structure bridge
shaped
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.)
Withdrawn
Application number
CN202510525292.9A
Other languages
Chinese (zh)
Inventor
邱俊胜
李相相
魏洋
刘亚
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.)
Hangzhou Chaofeng Heavy Industry Steel Structure Co ltd
Original Assignee
Hangzhou Chaofeng Heavy Industry Steel Structure 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 Hangzhou Chaofeng Heavy Industry Steel Structure Co ltd filed Critical Hangzhou Chaofeng Heavy Industry Steel Structure Co ltd
Priority to CN202510525292.9A priority Critical patent/CN120193473A/en
Publication of CN120193473A publication Critical patent/CN120193473A/en
Withdrawn legal-status Critical Current

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D21/00—Methods or apparatus specially adapted for erecting or assembling bridges

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Bridges Or Land Bridges (AREA)

Abstract

本发明涉及线缆加工技术领域,具体为一种基于三维坐标的钢结构桥梁施工精确定位导向装置及方法,包括吊装车,所述吊装车的前侧底部设置有吊钩控制架,所述吊钩控制架的底部设置有钢结构桥梁稳定机构,所述吊钩控制架包括顶板,所述顶板的顶部开设有滑槽,所述顶板的顶部中部固定连接有气动推杆连接板,所述气动推杆连接板的顶部中部固定连接有吊块,所述吊块的顶部固定连接在吊装车的前侧底部,所述气动推杆连接板顶部的前后两侧皆固定连接有气动推杆,本发明通过设置有吊装车、吊钩控制架与钢结构桥梁稳定机构,实现了对钢结构桥梁吊装过程中的精确控制和稳定夹持,有效避免了传统施工方法中可能出现的安装误差和安全风险。

The present invention relates to the field of cable processing technology, and specifically to a precise positioning guiding device and method for steel structure bridge construction based on three-dimensional coordinates, including a lifting vehicle, a hook control frame is arranged at the front bottom of the lifting vehicle, a steel structure bridge stabilizing mechanism is arranged at the bottom of the hook control frame, the hook control frame includes a top plate, a slide groove is opened on the top of the top plate, a pneumatic push rod connecting plate is fixedly connected to the middle of the top of the top plate, a lifting block is fixedly connected to the top of the pneumatic push rod connecting plate, the top of the lifting block is fixedly connected to the front bottom of the lifting vehicle, and the front and rear sides of the top of the pneumatic push rod connecting plate are fixedly connected to pneumatic push rods. The present invention realizes precise control and stable clamping of the steel structure bridge during the lifting process by providing a lifting vehicle, a hook control frame and a steel structure bridge stabilizing mechanism, and effectively avoids installation errors and safety risks that may occur in traditional construction methods.

Description

Steel structure bridge construction accurate positioning and guiding device and method based on three-dimensional coordinates
Technical Field
The invention relates to the technical field of cable processing, in particular to a steel structure bridge construction accurate positioning and guiding device and method based on three-dimensional coordinates.
Background
The steel structure bridge is a bridge taking steel as a main bearing structure, the structural form of the steel structure bridge mainly comprises a steel girder bridge, a steel arch bridge, a steel cable-stayed bridge, a steel suspension bridge and the like, and the steel structure bridge has wide application in modern bridge engineering due to the advantages of light dead weight, high strength, high construction speed, attractive appearance and the like, and particularly has the unique advantages of the steel structure bridge as a preferred scheme in large river-crossing, sea-crossing bridges, urban viaducts and the like. Through accurate design and construction, the steel structure bridge can realize high-precision three-dimensional coordinate positioning, ensures the stability and the safety of the bridge.
According to the patent document, the steel structure lifting equipment for construction of buildings and roads and bridges disclosed by CN119349387A comprises a base, a support and a winding mechanism, wherein an adjusting assembly is fixedly arranged at the bottom of the support, the winding mechanism is symmetrically arranged in the adjusting assembly, and the winding mechanism controls two groups of winding mechanisms to transversely move. According to the invention, by utilizing the cooperation of the steel rope fixing assembly, the rotating assembly and the hoisting seat, when the steel structure is hoisted, the auxiliary steel ropes are quickly wound on the outer side of the steel structure, the two sides of the auxiliary steel ropes are wrapped on the top of the steel structure and are wound by themselves in the rotating process, the tightening of the steel structure is realized, the positioning assembly is pushed to move downwards by the electric push rod, the wound auxiliary steel ropes are further locked, and the rotating assembly is locked and fixed, so that the quick winding and fixing are completed, the hoisting stability is maintained, the winding ropes are not required to be specially found, the auxiliary steel ropes are fixed in the hoisting device, and the hoisting device is used at any time, and has a good use effect.
In the current technical field, the construction process of the steel structure bridge often involves the use of a hoisting machine to raise the steel structure part to a predetermined installation position, and this process needs to ensure that the steel structure part can be accurately positioned at the place where it is required to be installed by precisely controlling the operation of the hoisting machine, however, in practical application, when facing a steel structure with a large length, the fixing operation in the hoisting process becomes quite complicated and cumbersome, and particularly in the hoisting process, the long steel structure part is prone to incline to one side, which increases the risk of the steel structure slipping, and adversely affects the safety and efficiency of construction, thereby significantly increasing the difficulty of construction.
Disclosure of Invention
In order to overcome the defects of the prior art, the invention provides the accurate positioning guide device and the accurate positioning guide method for the steel structure bridge construction based on the three-dimensional coordinates, and the technical problem to be solved by the invention is that in practical application, when facing a steel structure with a large length, the fixing operation in the hoisting process becomes quite complex and complicated, particularly in the hoisting process, a longer steel structure part is easy to incline to one side, which not only increases the risk of sliding of the steel structure, but also has adverse effects on the safety and efficiency of construction, thereby obviously increasing the difficulty of construction.
In order to solve the technical problems, the invention adopts the following technical scheme:
the steel structure bridge construction accurate positioning and guiding device based on the three-dimensional coordinates comprises a sling cart, wherein a lifting hook control frame is arranged at the bottom of the front side of the sling cart, and a steel structure bridge stabilizing mechanism is arranged at the bottom of the lifting hook control frame;
The lifting hook control frame comprises a top plate, a sliding groove is formed in the top of the top plate, a pneumatic push rod connecting plate is fixedly connected to the middle of the top plate, a hanging block is fixedly connected to the middle of the top of the pneumatic push rod connecting plate, the top of the hanging block is fixedly connected to the bottom of the front side of the sling cart, pneumatic push rods are fixedly connected to the front side and the rear side of the top of the pneumatic push rod connecting plate, a gas control piece is fixedly connected to the front side of the top plate, pipelines are fixedly connected to the top of the outer wall of each pneumatic push rod, and one ends, far away from the pneumatic push rods, of the two pipelines are fixedly connected to the front side of the gas control piece;
the steel structure bridge stabilizing mechanism comprises two positioning assemblies, and positioning control assemblies are arranged on the inner sides of the two positioning assemblies.
As a further scheme of the invention, the outer ends of the two pneumatic push rods are fixedly connected with push plates, the left side and the right side of the bottom of the top plate are fixedly connected with vertical plates, the front side and the rear side of the inner sides of the two vertical plates are fixedly connected with transverse rods, the bottoms of the two push plates extend to the inner sides of the two vertical plates through sliding grooves formed in the top plate and are fixedly connected with retracting plates, the front side and the rear side of the outer sides of the two push plates are fixedly connected with Z-shaped push rods, and one sides of the bottoms of the two groups of Z-shaped push rods, which are far away from the push plates, are respectively and rotatably connected with push-pull transverse rods.
As a further scheme of the invention, the tops of the middle parts of the inner sides of the two collecting and expanding plates are respectively and rotatably connected with a rotating rod, the bottoms of the two collecting and expanding plates are respectively and slidably connected with the left side and the right side of the tops of the two cross rods, springs are respectively and fixedly connected with the front side and the rear side of the outer sides of the two collecting and expanding plates, one ends of the two springs, which are far away from the collecting and expanding plates, are respectively and fixedly connected with the inner sides of the two vertical plates, and the bottoms of the two rotating rods are respectively and rotatably connected with a hinge block.
The lifting hook connecting rod is characterized in that the middle parts of the outer sides of the two vertical plates are fixedly connected with L-shaped connecting rods, the bottoms of the inner sides of the two L-shaped connecting rods are fixedly connected with guide blocks, the two sides of the bottoms of the guide blocks are fixedly connected with second guide block connecting rods, the bottoms of the two second guide block connecting rods are fixedly connected with second guide blocks, the bottoms of the L-shaped connecting rods are fixedly connected with lifting hook connecting rods, the outer walls of the lifting hook connecting rods are slidably connected with the inner walls of the hinge blocks and the second guide blocks, and the bottom ends of the lifting hook connecting rods extend to the outer walls of the bottoms of the second guide blocks and are fixedly connected with lifting hooks.
The positioning assembly comprises inverted concave plates, L-shaped guide blocks are fixedly connected to the tops and bottoms of the front side and the rear side of the inverted concave plates, sliding groove plates are fixedly connected to the middle parts of the outer sides of the two inverted concave plates, C-shaped connecting rods are fixedly connected to the front side and the rear side of the tops of the outer sides of the two inverted concave plates, the tops of the inner sides of the two groups of C-shaped connecting rods are fixedly connected to the left side and the right side of a top plate, and top connecting blocks are fixedly connected to the middle parts of the tops of the two inverted concave plates.
The invention further provides a scheme that the front side and the rear side of one side of the sliding groove plates, which are far away from the inverted concave plate, are both connected with L-shaped folding and expanding plates in a sliding manner, the outer sides of the two top connecting blocks are both fixedly connected with columnar push-pull rod guide plates, the inner sides of the front and the rear groups of the L-shaped folding and expanding plates are both fixedly connected with C-shaped push-pull plates, the outer sides of the left and the right groups of the L-shaped folding and expanding plates, which are far away from each other, are both rotationally connected with rotating short rods, the tops of the left and the right groups of the rotating short rods are both rotationally connected with rotating short rod hinging blocks, the tops of the two rotating short rod hinging blocks are both rotationally connected with columnar push-pull rods, and the outer walls of the two columnar push-pull rods are both rotationally connected with the outer sides of the two columnar push-pull rod guide plates.
As a further scheme of the invention, the inner walls of the left and right groups of L-shaped guide blocks are both connected with columnar rods in a sliding manner, the inner sides of the front and rear groups of columnar rods are both fixedly connected with positioning clamping plates, the left and right groups of positioning clamping plates are both connected with the inner sides of the two inverted concave plates in a sliding manner, and the outer sides of the front and rear groups of positioning clamping plates are both fixedly connected with the inner sides of the front and rear groups of C-shaped push-pull plates.
The positioning control assembly comprises two V-shaped rotating rod hinging blocks, wherein the inner sides of the two V-shaped rotating rod hinging blocks are fixedly connected to the tops of the outer sides of the left and right groups of C-shaped connecting rods, the outer sides of the two V-shaped rotating rod hinging blocks are rotatably connected with V-shaped rotating rods, the bottoms of the two V-shaped rotating rods are fixedly connected with lifting rods, the inner sides of the two lifting rods are rotatably connected with H-shaped lifting plates, the outer walls of the two H-shaped lifting plates are slidably connected to the inner sides of the two groups of C-shaped connecting rods, the inner sides of the two H-shaped lifting plates extend to the inner sides of the two groups of C-shaped connecting rods, and the front side and the rear side, which are close to one side, of the tops of the two H-shaped lifting plates are fixedly connected with connecting rods.
As a further scheme of the invention, one sides of the bottoms of the two H-shaped lifting plates, which are far away from each other, are rotatably connected to the top ends of the two columnar push-pull rods.
In addition, the invention also relates to a steel structure bridge construction accurate positioning and guiding device and method based on three-dimensional coordinates, comprising the following steps:
step one, transporting a sling cart, a lifting hook control frame, a steel structure bridge stabilizing mechanism and a steel structure bridge to be installed to a construction site, and ensuring that all equipment is in a good working state;
Step two, determining three-dimensional coordinates of a hoisting point and a mounting point according to specific conditions of a construction site and design requirements of the steel structure bridge, and ensuring position accuracy in the hoisting process;
connecting the steel structure bridge with a sling cart through a lifting hook control frame, and primarily lifting the steel structure bridge to a proper height by utilizing the adjusting function of the lifting hook control frame, at the moment, starting a gas control piece, pushing the action of a retracting and expanding plate and a lifting hook connecting rod through the extension of a pneumatic push rod, and adjusting the position of the lifting hook to enable the steel structure bridge to smoothly enter a concave plate of a steel structure bridge stabilizing mechanism and be stably clamped;
Step four, after the steel structure bridge is stably clamped, an operator adjusts the position of the sling cart according to real-time monitoring data of the high-precision sensor, so that the steel structure bridge is ensured to slowly descend along a preset track until the steel structure bridge is accurately installed on a design position;
And fifthly, once the steel structure bridge is installed in place, an operator releases the lifting hook control frame, the connection between the lifting hook and the steel structure bridge is disconnected, and meanwhile, the steel structure bridge stabilizing mechanism is automatically unlocked, and the clamping of the steel structure bridge is released, so that the whole installation process is completed.
The invention has the beneficial effects that:
the invention realizes accurate control and stable clamping of the steel structure bridge in the hoisting process by arranging the hoisting truck, the lifting hook control frame and the steel structure bridge stabilizing mechanism, effectively avoids possible installation errors and safety risks in the traditional construction method, has high flexibility and adaptability, can adapt to the steel structure bridge construction requirements of different scales and complexity, brings revolutionary transformation to the bridge construction field, and fully considers the diversity of construction environments, for example, in the construction environment with larger wind force, the device ensures that the steel structure bridge cannot deviate due to wind force influence in the hoisting process by enhancing the stability and wind resistance of the structure, and simultaneously has automatic adjustment and compensation functions, and can finely adjust the hoisting position and angle according to the actual construction condition so as to further improve the installation accuracy.
Drawings
FIG. 1 is a schematic perspective view of a main body of the present invention;
FIG. 2 is a schematic view of a main body three-dimensional separation structure of the present invention;
FIG. 3 is a schematic diagram of a three-dimensional structure of a hoisting control frame and a steel structure bridge stabilizing mechanism of the invention;
fig. 4 is a schematic diagram of a three-dimensional separation structure of a hoisting control frame and a steel structure bridge stabilizing mechanism of the invention;
FIG. 5 is a schematic view of a vertical structure of a hoisting control frame according to the present invention;
FIG. 6 is a schematic view of a vertical separation structure of a hoisting control frame according to the present invention;
FIG. 7 is a schematic diagram of a perspective structure of a steel bridge stabilizing mechanism according to the present invention;
FIG. 8 is a schematic diagram of a three-dimensional separation structure of a steel bridge stabilizing mechanism of the present invention;
FIG. 9 is a perspective view of a positioning assembly according to the present invention;
Fig. 10 is a schematic perspective view of a positioning control assembly according to the present invention.
In the figure, 1, a sling cart; 2, hook control rack, 21, top plate, 22, chute, 23, pneumatic push rod connection plate, 24, hanging block, 25, pneumatic push rod, 26, gas control, 27, pipe, 28, push plate, 29, riser, 210, cross bar, 211, telescoping plate, 212, spring, 213, rotating rod, 214, hinged block, 215, Z-shaped push-pull rod, 216, push-pull cross bar, 217, guide block, 218, L-shaped connecting rod, 219, second guide block connecting rod, 2110, second guide block, 2111, hook connecting rod, 2112, hook, 3, steel bridge stabilizing mechanism, 31, positioning assembly, 311, inverted plate, 312, L-shaped guide block, 313, chute plate, 314, C-shaped connecting rod, 315, top connecting block, 316, columnar push-pull rod guide plate, 317, columnar push-pull rod, 318, L-shaped telescoping plate, 319, C-shaped plate, 3110, rotating short rod hinge block, 3111, rotating short rod, 3112, columnar rod, 3113, positioning clamp plate, 32, positioning control assembly, 321, V-shaped hinge block, V-shaped push-pull rod, 324, H-shaped pull rod, and H-shaped hinge plate.
Detailed Description
The following description of the embodiments of the present invention will be made clearly and completely with reference to the accompanying drawings, in which it is apparent that the embodiments described are only some embodiments of the present invention, but not all embodiments. All other embodiments, which can be made by those skilled in the art based on the embodiments of the invention without making any inventive effort, are intended to be within the scope of the invention.
As shown in fig. 1-3, the invention provides a steel structure bridge construction accurate positioning and guiding device based on three-dimensional coordinates, which comprises a sling cart 1, wherein a lifting hook control frame 2 is arranged at the bottom of the front side of the sling cart 1, and a steel structure bridge stabilizing mechanism 3 is arranged at the bottom of the lifting hook control frame 2.
As shown in fig. 2-9, the hook control rack 2 comprises a top plate 21, a chute 22 is arranged at the top of the top plate 21, a pneumatic push rod connecting plate 23 is fixedly connected to the middle part of the top plate 21, a hanging block 24 is fixedly connected to the middle part of the top of the pneumatic push rod connecting plate 23, the top of the hanging block 24 is fixedly connected to the bottom of the front side of the sling cart 1, pneumatic push rods 25 are fixedly connected to the front side and the rear side of the top of the pneumatic push rod connecting plate 23, a gas control member 26 is fixedly connected to the front side of the top plate 21, pipelines 27 are fixedly connected to the top of the outer walls of the two pneumatic push rods 25, one ends of the two pipelines 27, which are far away from the pneumatic push rods 25, are fixedly connected to the front side of the gas control member 26, push plates 28 are fixedly connected to the outer ends of the two pneumatic push rods 25, vertical plates 29 are fixedly connected to the left and right sides of the bottom of the top plate 21, a cross rod 210 is fixedly connected to the front and rear sides of the inner sides of the two vertical plates 29, the bottoms of the two push plates 28 extend to the inner sides of the two vertical plates 29 through the sliding grooves 22 formed in the top plate 21 and are fixedly connected with the retracting and expanding plates 211, the front side and the rear side of the outer sides of the two push plates 28 are fixedly connected with Z-shaped push rods 215, one sides of the bottoms of the two groups of Z-shaped push rods 215, which are far away from the push plates 28, are respectively and rotationally connected with push-pull cross rods 216, the tops of the middle parts of the inner sides of the two retracting and expanding plates 211 are respectively and rotationally connected with rotating rods 213, the bottoms of the two retracting and expanding plates 211 are respectively and slidingly connected with the left side and the right side of the tops of the two cross rods 210, the front side and the rear side of the outer sides of the two retracting and expanding plates 211 are respectively and fixedly connected with springs 212, one ends of the two springs 212, which are far away from the retracting and expanding plates 211, are respectively and fixedly connected with the inner sides of the two vertical plates 29, the bottoms of the two rotating rods 213 are rotationally connected with hinging blocks 214, the middle parts of the outer sides of the two vertical plates 29 are respectively and fixedly connected with L-shaped connecting rods 218, the bottoms of the inner sides of the two L-shaped connecting rods 218 are fixedly connected with guide blocks 217, the two sides of the bottom of the guide block 217 are fixedly connected with second guide block connecting rods 219, the bottoms of the two second guide block connecting rods 219 are fixedly connected with second guide blocks 2110, the bottoms of the L-shaped connecting rods 218 are fixedly connected with lifting hook connecting rods 2111, the outer walls of the lifting hook connecting rods 2111 are slidably connected with the inner walls of the hinge blocks 214 and the second guide blocks 2110, the bottom ends of the lifting hook connecting rods 2111 extend to the outer walls of the bottoms of the second guide blocks 2110 and are fixedly connected with lifting hooks 2112, the steel structure bridge stabilizing mechanism 3 comprises two positioning assemblies 31, the inner sides of the two positioning assemblies 31 are provided with positioning control assemblies 32, the two positioning assemblies 31 comprise inverted concave plates 311, the tops and the bottoms of the front side and the rear side of the two inverted concave plates 311 are fixedly connected with L-shaped guide blocks 312, the middle parts of the outer sides of the two inverted concave plates 311 are fixedly connected with sliding groove plates 313, the front and back sides of the outer side tops of the two inverted concave plates 311 are fixedly connected with C-shaped connecting rods 314, the inner sides of the two groups of C-shaped connecting rods 314 are fixedly connected with the left and right sides of the top plate 21, the middle parts of the tops of the two inverted concave plates 311 are fixedly connected with top connecting blocks 315, the front and back sides of one side of the two sliding groove plates 313 far away from the inverted concave plates 311 are fixedly connected with L-shaped folding and expanding plates 318, the outer sides of the two top connecting blocks 315 are fixedly connected with columnar push-pull rod guide plates 316, the inner sides of the front and back groups of L-shaped folding and expanding plates 318 are fixedly connected with C-shaped push-pull plates 319, the outer sides of the left and right groups of L-shaped folding and expanding plates 318 are mutually close to one another, the tops of the left and right groups of the L-shaped folding and expanding plates 318 are rotationally connected with rotating short rods 3111, the tops of the left and right groups of rotating short rods 3110 are rotationally connected with columnar rods 317, the outer walls of the two columnar push-pull rods 317 are both in sliding connection with the outer sides of the two columnar push-pull rod guide plates 316, the inner walls of the left and right groups of L-shaped guide blocks 312 are both in sliding connection with columnar rods 3112, the inner sides of the front and rear groups of columnar rods 3112 are both fixedly connected with positioning clamping plates 3113, the left and right groups of positioning clamping plates 3113 are both in sliding connection with the inner sides of the two inverted concave plates 311, the outer sides of the front and rear groups of positioning clamping plates 3113 are both fixedly connected with the inner sides of the front and rear groups of C-shaped push-pull plates 319, the positioning control assembly 32 comprises two V-shaped rotating rod hinging blocks 321, the inner sides of the two V-shaped rotating rod hinging blocks 321 are both fixedly connected with the tops of the outer sides of the left and right groups of C-shaped connecting rods 314, the outer sides of the two V-shaped rotating rod hinging blocks 321 are respectively and rotatably connected with a V-shaped rotating rod 322, the bottoms of the two V-shaped rotating rods 322 are respectively and fixedly connected with a lifting rod 323, the inner sides of the two lifting rods 323 are respectively and rotatably connected with an H-shaped lifting plate 324, the outer walls of the two H-shaped lifting plates 324 are respectively and slidably connected with the inner sides of the two groups of C-shaped connecting rods 314, the inner sides of the two H-shaped lifting plates 324 are respectively and rotatably connected with the inner sides of the two groups of C-shaped connecting rods 314, the front side and the rear side of the top of the two H-shaped lifting plates 324, which are close to one another, are respectively and rotatably connected with connecting rods 325, and the sides of the bottoms of the two H-shaped lifting plates 324, which are far away from one another, are respectively and rotatably connected with the top ends of the two columnar push-pull rods 317;
When the steel structure bridge needs to be lifted for installation and positioning, at this time, the steel structure bridge is connected with the lifting hook 2112, then the lifting hook control frame 2, the steel structure bridge stabilizing mechanism 3 and the connected bridge are initially lifted by the lifting truck 1, after the lifting truck is lifted to a distance of fifty centimeters away from the ground, the gas control piece 26 is started, the gas control piece 26 starts to convey gas to the inside of the two pneumatic push rods 25 through the two pipelines 27, the two pneumatic push rods 25 start to stretch after receiving the gas, the push plates 28 are pushed to move to two sides along the sliding grooves 22, the movement of the push plates 28 drives the expansion plate 211 to slide on the cross rod 210, meanwhile, the expansion plate 211 slides on the inner walls of the hinge blocks 214 and the second guide blocks 2110 through the action of the rotating rods 213 and the hinge blocks 214, and then the lifting hook 2112 is adjusted upwards to enable the lifting hook 2112 to pull the steel structure bridge to the inner sides of the two inverted concave plates 311, and at this time, the outer walls of the steel structure bridge are clamped in the grooves at the bottoms of the two inverted concave plates 311;
At the same time, as the hook control frame 2 is adjusted, the steel bridge stabilizing mechanism 3 also starts to play a role, when the two push plates 28 move outwards, the two groups of Z-shaped push rods 215 are simultaneously pushed to move outwards, the movement of the Z-shaped push rods 215 drives the push-pull cross rods 216 to move outwards, the two push-pull cross rods 216 move outwards and drive the two V-shaped rotating rods 322 to rotate around the two V-shaped rotating rod hinging blocks 321, the bottoms of the two V-shaped rotating rods 322 lift and pull the two H-shaped lifting plates 324 upwards through the lifting rod 323, the two H-shaped lifting plates 324 slide along the inner wall of the C-shaped connecting rod 314 in the lifting process, meanwhile, the lifting of the two H-shaped lifting plates 324 drives the columnar push rods 317 to slide upwards along the outer wall of the columnar push rod guide plates 316, the lifting of the columnar push rods 317 pulls the rotating short rod hinging blocks 3110, the rotating short rod 3111 rotates around the hinging point, so that the L-shaped expansion plate 318 is pushed to slide inwards along the chute plate 313, the C-shaped push-pull plate 319 is pushed to move inwards on two sides by the sliding of the L-shaped expansion plate 318, and then the two groups of positioning clamping plates 3113 are pushed to slide inwards along the inner wall of the inverted concave plate 311 by the two groups of C-shaped push-pull plates 319 until the two groups of positioning clamping plates 3113 are tightly attached to the outer wall of the steel structure bridge, so that stable clamping of the steel structure bridge is realized, at the moment, the position of the steel structure bridge is accurately positioned due to the clamping action of the two groups of positioning clamping plates 3113, installation errors caused by shaking or shifting in the hoisting process are avoided, and meanwhile, the steel structure bridge is firmly suspended in the air due to upward pulling of the lifting hooks 2112, so that convenience is provided for subsequent installation work;
After the steel structure bridge is stably clamped, an operator can further adjust the position of the sling cart 1, accurately align the steel structure bridge to the installation position, realize the accurate positioning of three-dimensional coordinates based on the lifting points and the installation points, at the moment, the positions of the sling cart 1 and the steel structure bridge are monitored in real time by utilizing a high-precision sensor, so that the position precision of the steel structure bridge in the installation process is ensured, the operator can slowly descend the steel structure bridge along a preset track by controlling the movement of the sling cart 1 until the steel structure bridge is accurately installed on the design position, in the installation process, the steel structure bridge stabilizing mechanism 3 continuously plays a role, keeps the stability of the steel structure bridge, prevents the steel structure bridge from shaking or shifting in the installation process, once the steel structure bridge is installed in place, the operator can loosen the lifting hook control frame 2 to disconnect the lifting hooks 2112 from the steel structure bridge, at the moment, the steel structure bridge stabilizing mechanism 3 can be automatically unlocked, two groups of positioning clamp plates 3113 loosen the clamping of the steel structure bridge, the whole installation process is completed, and the steel structure construction accurate positioning guide device and method based on the three-dimensional coordinates of the steel structure bridge are greatly improved, the efficiency and the risk of the steel structure bridge in the installation process is reduced;
in the whole construction process, the accurate positioning guide device and the accurate positioning guide method can ensure the accurate installation of the steel structure bridge, greatly improve the construction efficiency and the installation quality, and simultaneously, the device has simple structure and convenient operation, is suitable for the construction of the steel structure bridge in various scales, and has wide application prospect.
In addition, the invention also relates to a steel structure bridge construction accurate positioning and guiding device and method based on three-dimensional coordinates, comprising the following steps:
Firstly, transporting a sling cart 1, a lifting hook control frame 2, a steel structure bridge stabilizing mechanism 3 and a steel structure bridge to be installed to a construction site, and ensuring that all equipment is in a good working state;
Step two, determining three-dimensional coordinates of a hoisting point and a mounting point according to specific conditions of a construction site and design requirements of the steel structure bridge, and ensuring position accuracy in the hoisting process;
Step three, connecting the steel structure bridge with the sling cart 1 through the lifting hook control frame 2, and utilizing the adjusting function of the lifting hook control frame 2 to primarily lift the steel structure bridge to a proper height, at the moment, starting the gas control piece 26, pushing the action of the retracting and expanding plate 211 and the lifting hook connecting rod 2111 through the extension of the pneumatic push rod 25, adjusting the position of the lifting hook 2112, so that the steel structure bridge can smoothly enter the inverted concave plate 311 of the steel structure bridge stabilizing mechanism 3 and be stably clamped;
Step four, after the steel structure bridge is stably clamped, an operator adjusts the position of the sling cart 1 according to real-time monitoring data of the high-precision sensor, so as to ensure that the steel structure bridge slowly descends along a preset track until the steel structure bridge is accurately installed on a design position;
and fifthly, once the steel structure bridge is installed in place, an operator releases the lifting hook control frame 2, the connection between the lifting hooks 2112 and the steel structure bridge is disconnected, and meanwhile, the steel structure bridge stabilizing mechanism 3 is automatically unlocked, and the clamping of the steel structure bridge is released, so that the whole installation process is completed.
The invention has the working principle that when the steel structure bridge is required to be hoisted for installation and positioning, the steel structure bridge is connected with the lifting hook 2112, and then the lifting hook control frame 2 is hoisted by the hoisting truck 1, After the steel structure bridge stabilizing mechanism 3 and the connected bridge are initially lifted to a distance of fifty centimeters away from the ground, the gas control member 26 is started at this time, the gas control member 26 starts to convey gas to the inside of the two pneumatic push rods 25 through the two pipelines 27, the two pneumatic push rods 25 start to stretch after receiving the gas, the push plates 28 are pushed to move to two sides along the sliding grooves 22, the movement of the push plates 28 drives the expanding plate 211 to slide on the cross rod 210, meanwhile, the expanding plate 211 slides on the inner wall of the second guide block 2110 through the action of the rotating rod 213 and the hinging block 214, the lifting hook connecting rod 2111 slides on the inner wall of the hinging block 214, the position of the lifting hook 2112 is adjusted upwards, the lifting hook 2112 pulls the steel structure bridge to the inner side of the two inverted concave plates 311, at this time, the outer wall of the steel structure bridge is clamped in the grooves at the bottoms of the two inverted concave plates 311, simultaneously, along with the adjustment of the lifting hook control frame 2, the steel bridge stabilizing mechanism 3 also starts to act, when the two push plates 28 move outwards, the two groups of Z-shaped push rods 215 are pushed to move outwards simultaneously, the movement of the Z-shaped push rods 215 drives the push-pull cross rods 216 to move outwards, the two push-pull cross rods 216 move outwards and drive the two V-shaped rotating rods 322 to rotate around the two V-shaped rotating rod hinging blocks 321, the bottoms of the two V-shaped rotating rods 322 lift and pull the two H-shaped lifting plates 324 upwards through the lifting rods 323, the two H-shaped lifting plates 324 slide along the inner wall of the C-shaped connecting rod 314 in the lifting process, the lifting of the two H-shaped lifting plates 324 drives the columnar push rods 317 to slide upwards along the outer wall of the columnar push rod guide plates 316, the lifting of the columnar push rods 317 pulls the rotating short rod hinging blocks 3110 to enable the rotating short rods 3111 to rotate around hinging points, thereby pushing the L-shaped expansion plate 318 to slide inwards along the chute plate 313, the sliding of the L-shaped expansion plate 318 causes the C-shaped push-pull plate 319 to move inwards at both sides, and then the two groups of positioning clamping plates 3113 are pushed to slide inwards along the inner wall of the inverted concave plate 311 by the two groups of C-shaped push-pull plates 319 until the two groups of positioning clamping plates 3113 are tightly attached to the outer wall of the steel structure bridge, after the steel structure bridge is stably clamped, an operator can further adjust the position of the lifting truck 1, accurately align the steel structure bridge to the installation position, realize the accurate positioning of three-dimensional coordinates based on the lifting points and the installation points, at the moment, the positions of the lifting truck 1 and the steel structure bridge are monitored in real time by utilizing the high-precision sensor, ensure the steel construction bridge in the position accuracy of installation, operating personnel can make the steel construction bridge slowly descend along predetermined orbit through controlling the removal of sling cart 1, until its accurate installation on the design position, in the installation, steel construction bridge stabilizing mean 3 keeps playing a role, keep the stability of steel construction bridge, prevent that it from taking place to rock or squint in the installation, once steel construction bridge installs in place, operating personnel can loosen lifting hook control frame 2, with the disconnection of lifting hook 2112 and steel construction bridge, at this moment, steel construction bridge stabilizing mean 3 can automatic unblock, two sets of locating clamp plates 3113 loosen the centre gripping to steel construction bridge, accomplish whole installation.
The foregoing has shown and described the basic principles and main features of the present invention and the advantages of the present invention. It will be understood by those skilled in the art that the present invention is not limited to the embodiments described above, and that the above embodiments and descriptions are merely illustrative of the principles of the present invention, and various changes and modifications may be made without departing from the spirit and scope of the invention, which is defined in the appended claims. The scope of the invention is defined by the appended claims and equivalents thereof.

Claims (10)

1.一种基于三维坐标的钢结构桥梁施工精确定位导向装置,其特征在于:包括吊装车(1),所述吊装车(1)的前侧底部设置有吊钩控制架(2),所述吊钩控制架(2)的底部设置有钢结构桥梁稳定机构(3);1. A precise positioning and guiding device for steel structure bridge construction based on three-dimensional coordinates, characterized in that: it comprises a hoisting vehicle (1), a hook control frame (2) is arranged at the front bottom of the hoisting vehicle (1), and a steel structure bridge stabilizing mechanism (3) is arranged at the bottom of the hook control frame (2); 所述吊钩控制架(2)包括顶板(21),所述顶板(21)的顶部开设有滑槽(22),所述顶板(21)的顶部中部固定连接有气动推杆连接板(23),所述气动推杆连接板(23)的顶部中部固定连接有吊块(24),所述吊块(24)的顶部固定连接在吊装车(1)的前侧底部,所述气动推杆连接板(23)顶部的前后两侧皆固定连接有气动推杆(25),所述顶板(21)的前侧固定连接有气体控制件(26),两个所述气动推杆(25)的外壁顶部均固定连接有管道(27),两个所述管道(27)远离气动推杆(25)的一端固定连接在气体控制件(26)的前侧;The hook control frame (2) comprises a top plate (21), a slide groove (22) is provided on the top of the top plate (21), a pneumatic push rod connecting plate (23) is fixedly connected to the middle of the top of the top plate (21), a lifting block (24) is fixedly connected to the middle of the top of the pneumatic push rod connecting plate (23), the top of the lifting block (24) is fixedly connected to the front bottom of the lifting vehicle (1), the front and rear sides of the top of the pneumatic push rod connecting plate (23) are both fixedly connected to pneumatic push rods (25), the front side of the top plate (21) is fixedly connected to a gas control component (26), the top of the outer walls of the two pneumatic push rods (25) are fixedly connected to pipes (27), and the ends of the two pipes (27) away from the pneumatic push rods (25) are fixedly connected to the front side of the gas control component (26); 所述钢结构桥梁稳定机构(3)包括两个定位组件(31),两个所述定位组件(31)的内侧设置有定位控制组件(32)。The steel structure bridge stabilizing mechanism (3) comprises two positioning components (31), and a positioning control component (32) is arranged inside the two positioning components (31). 2.根据权利要求1所述的一种基于三维坐标的钢结构桥梁施工精确定位导向装置,其特征在于:两个所述气动推杆(25)的外端均固定连接有推板(28),所述顶板(21)底部的左右两侧皆固定连接有立板(29),两个所述立板(29)内侧的前后两侧皆固定连接有横杆(210),两个所述推板(28)的底部通过顶板(21)所开设的滑槽(22)延伸至两个立板(29)的内侧且均固定连接有收扩板(211),两个所述推板(28)外侧的前后两侧均固定连接有Z型推拉杆(215),两组所述Z型推拉杆(215)底部远离推板(28)的一侧均转动连接有推拉横杆(216)。2. A precise positioning and guiding device for steel structure bridge construction based on three-dimensional coordinates according to claim 1, characterized in that: the outer ends of the two pneumatic push rods (25) are fixedly connected to push plates (28), the left and right sides of the bottom of the top plate (21) are fixedly connected to vertical plates (29), the front and rear sides of the inner sides of the two vertical plates (29) are fixedly connected to cross bars (210), the bottoms of the two push plates (28) extend to the inner sides of the two vertical plates (29) through the slide grooves (22) opened by the top plate (21) and are fixedly connected to expansion plates (211), the front and rear sides of the outer sides of the two push plates (28) are fixedly connected to Z-shaped push-pull rods (215), and the bottoms of the two groups of Z-shaped push-pull rods (215) are rotatably connected to push-pull cross bars (216) on the sides away from the push plates (28). 3.根据权利要求2所述的一种基于三维坐标的钢结构桥梁施工精确定位导向装置,其特征在于:两个所述收扩板(211)内侧中部的顶部均转动连接有转动杆(213),两个所述收扩板(211)的底部皆滑动连接在两个横杆(210)顶部的左右两侧,两个所述收扩板(211)外侧的前后两侧均固定连接有弹簧(212),两个所述弹簧(212)远离收扩板(211)的一端皆固定连接在两个立板(29)的内侧,两个所述转动杆(213)的底部转动连接有铰接块(214)。3. According to claim 2, a precise positioning and guiding device for steel structure bridge construction based on three-dimensional coordinates is characterized in that: the top of the middle part of the inner side of the two expansion plates (211) is rotatably connected to a rotating rod (213), the bottom of the two expansion plates (211) is slidably connected to the left and right sides of the top of the two cross bars (210), the front and rear sides of the outer sides of the two expansion plates (211) are fixedly connected to springs (212), the ends of the two springs (212) away from the expansion plates (211) are fixedly connected to the inner sides of the two vertical plates (29), and the bottoms of the two rotating rods (213) are rotatably connected to hinge blocks (214). 4.根据权利要求3所述的一种基于三维坐标的钢结构桥梁施工精确定位导向装置,其特征在于:两个所述立板(29)外侧的中部均固定连接有L型连接杆(218),两个所述L型连接杆(218)内侧的底部固定连接有导向块(217),所述导向块(217)底部的两侧皆固定连接有第二导向块连接杆(219),两个所述第二导向块连接杆(219)的底部固定连接有第二导向块(2110),所述L型连接杆(218)的底部固定连接有吊钩连接杆(2111),所述吊钩连接杆(2111)的外壁滑动连接在铰接块(214)与第二导向块(2110)的内壁,所述吊钩连接杆(2111)的底端延伸至第二导向块(2110)的底部外壁且固定连接有吊钩(2112)。4. A precise positioning and guiding device for steel structure bridge construction based on three-dimensional coordinates according to claim 3, characterized in that: the middle parts of the outer sides of the two vertical plates (29) are fixedly connected with L-shaped connecting rods (218), the bottoms of the inner sides of the two L-shaped connecting rods (218) are fixedly connected with guide blocks (217), both sides of the bottom of the guide blocks (217) are fixedly connected with second guide block connecting rods (219), the bottoms of the two second guide block connecting rods (219) are fixedly connected with second guide blocks (2110), the bottoms of the L-shaped connecting rods (218) are fixedly connected with hook connecting rods (2111), the outer walls of the hook connecting rods (2111) are slidably connected to the inner walls of the hinge blocks (214) and the second guide blocks (2110), and the bottom ends of the hook connecting rods (2111) extend to the bottom outer walls of the second guide blocks (2110) and are fixedly connected with hooks (2112). 5.根据权利要求1所述的一种基于三维坐标的钢结构桥梁施工精确定位导向装置,其特征在于:两个所述定位组件(31)均包括倒凹型板(311),两个所述倒凹型板(311)前后两侧的顶部与底部均固定连接有L型导向块(312),两个所述倒凹型板(311)的外侧中部均固定连接有滑槽板(313),两个所述倒凹型板(311)外侧顶部的前后两侧均固定连接有C型连接杆(314),两组所述C型连接杆(314)内侧的顶部皆固定连接在顶板(21)的左右两侧,两个所述倒凹型板(311)的顶部中部均固定连接有顶连接块(315)。5. According to claim 1, a precise positioning and guiding device for steel structure bridge construction based on three-dimensional coordinates is characterized in that: the two positioning components (31) each include a concave plate (311), the top and bottom of the front and rear sides of the two concave plates (311) are fixedly connected with an L-shaped guide block (312), the middle of the outer side of the two concave plates (311) are fixedly connected with a slide plate (313), the front and rear sides of the outer top of the two concave plates (311) are fixedly connected with a C-shaped connecting rod (314), the top of the inner side of the two groups of C-shaped connecting rods (314) are fixedly connected to the left and right sides of the top plate (21), and the middle of the top of the two concave plates (311) are fixedly connected with a top connecting block (315). 6.根据权利要求5所述的一种基于三维坐标的钢结构桥梁施工精确定位导向装置,其特征在于:两个所述滑槽板(313)远离倒凹型板(311)一侧的前后两侧均滑动连接有L型收扩板(318),两个所述顶连接块(315)的外侧均固定连接有柱状推拉杆导向板(316),前后两组所述L型收扩板(318)内侧相互远离的一侧均固定连接有C型推拉板(319),左右两组所述L型收扩板(318)的外侧相互靠近的一侧均转动连接有转动短杆(3111),左右两组所述转动短杆(3111)的顶部均转动连接有转动短杆铰接块(3110),两个所述转动短杆铰接块(3110)的顶部均转动连接有柱状推拉杆(317),两个所述柱状推拉杆(317)的外壁皆滑动连接在两个柱状推拉杆导向板(316)的外侧。6. According to claim 5, a precise positioning guide device for steel structure bridge construction based on three-dimensional coordinates is characterized in that: the front and rear sides of the two slide groove plates (313) away from the side of the inverted concave plate (311) are slidably connected with L-shaped expansion plates (318), the outer sides of the two top connecting blocks (315) are fixedly connected with columnar push-pull rod guide plates (316), and the inner sides of the front and rear two groups of L-shaped expansion plates (318) away from each other are fixedly connected with C-shaped push-pull plates (3 19), the outer sides of the two groups of L-shaped expansion plates (318) on the left and right sides are rotatably connected to a rotating short rod (3111), the tops of the two groups of rotating short rods (3111) are rotatably connected to a rotating short rod hinge block (3110), the tops of the two rotating short rod hinge blocks (3110) are rotatably connected to a columnar push-pull rod (317), and the outer walls of the two columnar push-pull rods (317) are slidably connected to the outer sides of the two columnar push-pull rod guide plates (316). 7.根据权利要求5所述的一种基于三维坐标的钢结构桥梁施工精确定位导向装置,其特征在于:左右两组所述L型导向块(312)的内壁均滑动连接有柱状杆(3112),前后两组所述柱状杆(3112)的内侧均固定连接有定位夹板(3113),左右两组所述定位夹板(3113)皆滑动连接在两个倒凹型板(311)的内侧,前后两组所述定位夹板(3113)的外侧皆固定连接在前后两组C型推拉板(319)的内侧。7. According to claim 5, a precise positioning and guiding device for steel structure bridge construction based on three-dimensional coordinates is characterized in that: the inner walls of the left and right groups of L-shaped guide blocks (312) are slidably connected with columnar rods (3112), the inner sides of the front and rear groups of columnar rods (3112) are fixedly connected with positioning clamps (3113), the left and right groups of positioning clamps (3113) are slidably connected to the inner sides of the two concave plates (311), and the outer sides of the front and rear groups of positioning clamps (3113) are fixedly connected to the inner sides of the front and rear groups of C-shaped push-pull plates (319). 8.根据权利要求1所述的一种基于三维坐标的钢结构桥梁施工精确定位导向装置,其特征在于:所述定位控制组件(32)包括两个V型转动杆铰接块(321),两个所述V型转动杆铰接块(321)的内侧皆固定连接在左右两组C型连接杆(314)外侧的顶部,两个所述V型转动杆铰接块(321)的外侧均转动连接有V型转动杆(322),两个所述V型转动杆(322)的底部均固定连接有提拉杆(323),两个所述提拉杆(323)的内侧均转动连接有H型提拉板(324),两个所述H型提拉板(324)的外壁皆滑动连接在两组C型连接杆(314)的内侧,两个所述H型提拉板(324)的内侧皆延伸至两组C型连接杆(314)的内侧,两个所述H型提拉板(324)顶部相互靠近一侧的前后两侧皆固定连接有衔接杆(325)。8. According to claim 1, a three-dimensional coordinate-based precise positioning guide device for steel structure bridge construction, characterized in that: the positioning control component (32) comprises two V-shaped rotating rod hinge blocks (321), the inner sides of the two V-shaped rotating rod hinge blocks (321) are fixedly connected to the top of the outer sides of the left and right groups of C-shaped connecting rods (314), the outer sides of the two V-shaped rotating rod hinge blocks (321) are rotatably connected to V-shaped rotating rods (322), and the two V-shaped rotating rods (322) are rotatably connected to the outer sides of the two V-shaped rotating rods (322). ) are fixedly connected to the bottom of the two lifting rods (323), the inner sides of the two lifting rods (323) are rotatably connected to the H-shaped lifting plates (324), the outer walls of the two H-shaped lifting plates (324) are slidably connected to the inner sides of the two groups of C-shaped connecting rods (314), the inner sides of the two H-shaped lifting plates (324) extend to the inner sides of the two groups of C-shaped connecting rods (314), and the front and rear sides of the tops of the two H-shaped lifting plates (324) close to each other are fixedly connected to connecting rods (325). 9.根据权利要求8所述的一种基于三维坐标的钢结构桥梁施工精确定位导向装置,其特征在于:两个所述H型提拉板(324)底部相互远离的一侧皆转动连接在两个柱状推拉杆(317)的顶端。9. A precise positioning and guiding device for steel structure bridge construction based on three-dimensional coordinates according to claim 8, characterized in that the sides of the bottoms of the two H-shaped lifting plates (324) that are away from each other are both rotatably connected to the top ends of the two columnar push-pull rods (317). 10.根据权利要求1-9任意一项所述的一种基于三维坐标的钢结构桥梁施工精确定位导向装置的方法,其特征在于:10. A method for accurately positioning a guiding device for steel structure bridge construction based on three-dimensional coordinates according to any one of claims 1 to 9, characterized in that: 包括以下步骤:The following steps are involved: 步骤一:将吊装车(1)、吊钩控制架(2)、钢结构桥梁稳定机构(3)以及待安装的钢结构桥梁运输至施工现场,并确保所有设备处于良好工作状态;Step 1: transport the crane vehicle (1), the hook control frame (2), the steel structure bridge stabilization mechanism (3) and the steel structure bridge to be installed to the construction site, and ensure that all equipment is in good working condition; 步骤二:根据施工现场的具体情况和钢结构桥梁的设计要求,确定吊装点和安装点的三维坐标,确保吊装过程中的位置精度;Step 2: Determine the three-dimensional coordinates of the hoisting and installation points according to the specific conditions of the construction site and the design requirements of the steel structure bridge to ensure the position accuracy during the hoisting process; 步骤三:通过吊钩控制架(2)将钢结构桥梁与吊装车(1)相连接,并利用吊钩控制架(2)的调整功能,初步吊起钢结构桥梁至适当高度,此时,启动气体控制件(26),通过气动推杆(25)的伸展推动收扩板(211)和吊钩连接杆(2111)的动作,调整吊钩(2112)的位置,使钢结构桥梁能够顺利进入钢结构桥梁稳定机构(3)的倒凹型板(311)内,并被稳定夹持;Step 3: Connect the steel structure bridge to the lifting vehicle (1) through the hook control frame (2), and use the adjustment function of the hook control frame (2) to initially lift the steel structure bridge to an appropriate height. At this time, start the gas control component (26), and push the expansion plate (211) and the hook connecting rod (2111) through the extension of the pneumatic push rod (25), and adjust the position of the hook (2112) so that the steel structure bridge can smoothly enter the concave plate (311) of the steel structure bridge stabilization mechanism (3) and be stably clamped; 步骤四:在钢结构桥梁被稳定夹持后,操作人员根据高精度传感器的实时监测数据,调整吊装车(1)的位置,确保钢结构桥梁沿着预定的轨迹缓慢下降,直至其准确安装在设计位置上;Step 4: After the steel structure bridge is stably clamped, the operator adjusts the position of the crane (1) according to the real-time monitoring data of the high-precision sensor to ensure that the steel structure bridge slowly descends along the predetermined trajectory until it is accurately installed at the designed position; 步骤五:一旦钢结构桥梁安装到位,操作人员松开吊钩控制架(2),断开吊钩(2112)与钢结构桥梁的连接,同时,钢结构桥梁稳定机构(3)自动解锁,松开对钢结构桥梁的夹持,完成整个安装过程。Step 5: Once the steel structure bridge is installed in place, the operator releases the hook control frame (2) to disconnect the hook (2112) from the steel structure bridge. At the same time, the steel structure bridge stabilization mechanism (3) is automatically unlocked to release the clamping of the steel structure bridge, completing the entire installation process.
CN202510525292.9A 2025-04-25 2025-04-25 A precise positioning and guiding device and method for steel structure bridge construction based on three-dimensional coordinates Withdrawn CN120193473A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202510525292.9A CN120193473A (en) 2025-04-25 2025-04-25 A precise positioning and guiding device and method for steel structure bridge construction based on three-dimensional coordinates

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202510525292.9A CN120193473A (en) 2025-04-25 2025-04-25 A precise positioning and guiding device and method for steel structure bridge construction based on three-dimensional coordinates

Publications (1)

Publication Number Publication Date
CN120193473A true CN120193473A (en) 2025-06-24

Family

ID=96071730

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202510525292.9A Withdrawn CN120193473A (en) 2025-04-25 2025-04-25 A precise positioning and guiding device and method for steel structure bridge construction based on three-dimensional coordinates

Country Status (1)

Country Link
CN (1) CN120193473A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN121134490A (en) * 2025-09-16 2025-12-16 浙江明德建设有限公司 Safety-protected hoisting equipment and methods for steel structure transfer in airport construction

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN121134490A (en) * 2025-09-16 2025-12-16 浙江明德建设有限公司 Safety-protected hoisting equipment and methods for steel structure transfer in airport construction

Similar Documents

Publication Publication Date Title
CN115789337B (en) Modularized pipeline installation butt joint auxiliary device and method
CN208995928U (en) A kind of multi-functional erection crane suitable for composite beam construction
CN110615350A (en) Single-point hoisting balance adjusting device
CN119593429B (en) Suction barrel jacket installation method and device
CN114986048B (en) Automatic pipeline welding device and installation and construction method
CN115123963A (en) Rotary boom type pipeline carrying lifting vehicle and using method thereof
CN112623284A (en) Rocket booster binding and rocket docking device and method
JP3455660B2 (en) Lifting device for bridge girder erection
CN117902483B (en) Bridge girder erection lifting equipment and method convenient for stable butt joint
CN115012675A (en) Assembling type building sample plate wall body installation device and method
CN117509385B (en) Welding workpiece hoisting and positioning device and hoisting and positioning method
CN105200922B (en) A kind of steel truss girder segment installation on ground transport device and transportation resources
CN223223234U (en) Self-adaptive pipeline docking platform
CN211816261U (en) Lifting device for concrete pouring guide pipe
CN119191111A (en) A pole-mounted transformer transportation and hoisting device
CN219638442U (en) Building glass curtain wall installs overhead hoist
JP2003328322A (en) Floor slab erection method and erection equipment
CN215034694U (en) Movable welding training platform
CN117602519A (en) A steel truss girder segment lifting device and lifting method for a steel truss girder cable-stayed bridge
CN115448160A (en) Hoisting platform with multi-degree-of-freedom positioning and hoisting positioning adjustment method
CN117842858B (en) A steel box girder hoisting device for highway construction and its use method
CN114105036A (en) A supplementary dismouting platform for transformer overhauls
CN220165665U (en) Simple and easy dry-type coil pipe erection equipment of longmen form
CN217838143U (en) Walking trolley with locking mechanism
CN119822247B (en) A gantry crane for lifting ultra-heavy steel box girders and its construction method

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
WW01 Invention patent application withdrawn after publication
WW01 Invention patent application withdrawn after publication

Application publication date: 20250624