CN113529579A - Cableway transfer device based on circulation type steel wire rope catenary structure - Google Patents
Cableway transfer device based on circulation type steel wire rope catenary structure Download PDFInfo
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- CN113529579A CN113529579A CN202110762239.2A CN202110762239A CN113529579A CN 113529579 A CN113529579 A CN 113529579A CN 202110762239 A CN202110762239 A CN 202110762239A CN 113529579 A CN113529579 A CN 113529579A
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- 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
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Abstract
The invention relates to a cableway transfer device based on a circulating type steel wire rope catenary structure, which consists of a circulating steel wire rope, an adjusting end structure, a circulating winch and a lifting point/cage, wherein one end of the circulating steel wire rope is anchored at one side of a main bridge arch springing through the adjusting end structure, the other end of the circulating steel wire rope is pulled into a 10T circulating winch additionally arranged in a main arch springing area at the other side, and the middle of the circulating steel wire rope is lifted by outriggers on main arch rings at two banks. The small-sag light-duty cableway adopting the circulating steel wire rope has the advantages of reasonable structure, cheap main materials, convenience in construction and low assembly and disassembly cost. The cableway has few connecting pieces with the main bridge structure, and only the cantilever beam structure and the consolidation piece with the bridge floor are additionally arranged in the two arch back areas, so that the structural influence on the main bridge is negligible. When the cableway is erected, the requirement on navigation sealing is low, and the construction period is short. Through the construction practice of a plurality of large-scale channel-crossing arch bridges, the good effects of good safety, no influence on channel passage, construction period saving and remarkable reduction of comprehensive cost are shown.
Description
Technical Field
The invention relates to arch-first beam-second arch bridge engineering construction equipment for bridge engineering, in particular to a cableway transfer device based on a circulating steel wire rope catenary structure.
Background
The arch-first beam-second beam type is a common construction method of an arch bridge, in the construction of a general large-scale arch bridge, after a main arch is finished and a beam system is erected, partial heavy materials need to be transferred to a river channel area, certain arch bridges are located on a main channel, the material transfer by a ship for long-time sealing is impossible, and the material transfer generally needs a cableway device. Heavy-duty tower ropeways and light-duty circulating wire rope ropeways are two main implementations of such devices. The heavy-duty cable tower cableway needs to erect special temporary steel cable towers with high rise on two sides of an arch bridge, and the heavy-duty bearing steel wire rope cableway is erected on the top of the cable tower, so that the heavy-duty cable tower cableway has the advantages of high construction standardization degree, large bearing capacity and the like. However, for some arch bridges, the arch ribs are spliced on the support in the river, a river channel area does not have a large amount of heavy material transfer requirements, the arrangement is convenient, and the light cableway transfer device based on the circulating steel wire rope catenary structure with low cost can be transported as required. In recent years, light circulating wire rope ropeways are widely applied to the construction of large arch bridges.
The main types of heavy ropeway currently in use are: the cable comprises a steel tower cable way consisting of a high-rise steel cable tower, a large-diameter steel wire rope cable way, a displacement hoisting mechanism and the like, or a mountain anchor room cable way consisting of a mountain anchor room on the shore side, a large-diameter steel wire rope and a displacement hoisting mechanism. However, in the actual construction process, such heavy ropeways have the disadvantages of more auxiliary mechanisms, complex equipment layout, huge large-tonnage steel wire rope tightening mechanisms, large change of the ropeway sag during heavy load, high installation and disassembly cost and the like.
At present, a large arch bridge is built on a navigation channel at a sea exit in a coastal plain area, the distance between a bridge floor and the water surface of a navigation area is very small, and all construction measures need to be operated above a bridge bottom elevation line. In response to this special requirement, a cableway transfer device based on a circular steel wire rope catenary structure needs to be developed, and construction materials are borne and transported by cableway steel wire ropes. Its advantage does: only need seal a voyage for a short time and erect the cableway, subsequent work all can be higher than the bridge floor operation, has reduced the navigation way management and control risk, has solved the contradiction of construction and seal a voyage. It also has the advantages of convenient installation and disassembly, convenient use and low cost.
Disclosure of Invention
In order to overcome the technical defects of the existing heavy ropeway tower cableway in engineering practice, the invention provides a cableway transferring device based on a circulating steel wire rope catenary structure, which has the advantages of convenience in construction, shortened erection period and less auxiliary erection equipment, and can reduce the total cost of material transferring cableways.
In order to achieve the purpose, the technical scheme of the invention is as follows: the utility model provides a cableway transfer device based on circulation type wire rope catenary structure, by circulation wire rope, adjusts end structure, circulation hoist engine, hoisting point/cage and constitutes, circulation wire rope one end is through adjusting end structure anchor in main bridge hunch foot one side, and the other end pulls in the 10T circulation hoist engine that opposite side main hunch foot district was installed additional, and the centre is raised by the outrigger on the main hunch circle of both sides.
Furthermore, after the circulating steel wire rope penetrates through the adjusting end structure, pulling force is applied to the cableway through the multiple groups of hand-pulling chain blocks, and 100KN of pulling force can be applied to the circulating steel wire rope, so that the steel wire rope is tightened, and the effect of reducing the mid-span sag is achieved.
Furthermore, a light material/personnel transfer cableway is formed on the circulating steel wire rope through a rope clamp and a pulley installation hoisting point/cage.
Furthermore, the circulating steel wire rope adopts 2 accompanying circulating steel wire ropes with the diameter of 24mm to form a longitudinal stress structure.
Further, the adjusting end structure and the 10T circulating winch are welded on the arch foot area steel structure through deformed steel fillets.
The invention has the beneficial effects that:
the invention provides a cableway transfer device based on a circulating type steel wire rope catenary structure, which is small in equipment demand, convenient to erect, safe, efficient and low in cost.
The hoisting point/cage and the longitudinal circulating steel wire rope are connected into an integral stress structure by a rope clamp and a pulley, so that the personnel and the materials can safely reach the river channel operation point.
The small-sag light-duty cableway adopting the circulating steel wire rope has the advantages of reasonable structure, cheap main materials, convenience in construction and low assembly and disassembly cost. The cableway has few connecting pieces with the main bridge structure, and only the cantilever beam structure and the consolidation piece with the bridge floor are additionally arranged in the two arch back areas, so that the structural influence on the main bridge is negligible. When the cableway is erected, the requirement on navigation sealing is low, and the construction period is short. Through the construction practice of a plurality of large-scale channel-crossing arch bridges, the good effects of good safety, no influence on channel passage, construction period saving and remarkable reduction of comprehensive cost are shown.
Drawings
FIG. 1 is a schematic structural diagram of a cableway transferring device based on a circulating steel wire rope catenary structure;
in the figure: 1-adjusting the end structure; 2-10T circulation windlass; 3-cantilever beam; 4-longitudinal 24mm steel wire rope accompanying structure; 5-hoisting point/cage; 6. and (4) a main arch ring.
Detailed Description
In order to make the objects, technical solutions and advantages of the present invention more apparent, the present invention will be further described in detail with reference to the accompanying drawings and embodiments.
As shown in fig. 1, the cableway transferring device based on the circulating type steel wire rope catenary structure comprises an adjusting end structure 1, a 10T circulating winch 2, a cantilever beam 3, 2 longitudinal 24mm steel wire rope accompanying mechanisms 4, a lifting point/lifting cage 5 and the like.
2 longitudinal 24mm wire rope companion devices 4 are pulled to the 10T circulation hoist 2 that is installed additional in the main hunch foot district of opposite side from the regulation end structure 1 that installs additional in one side main hunch foot district through auxiliary assembly, and the centre is raised by outrigger 3 on the main hunch circle 6 of both sides. According to the actual engineering needs, the longitudinal 24mm steel wire rope accompanying mechanism 4 can be tightened by manual chain rewinding in the adjusting end structure 1, and the effect of reducing the mid-span sag is achieved. A hoisting point/cage 5 is installed on a longitudinal 24mm steel wire rope accompanying mechanism 4 by using a rope clamp and a pulley to form a light material/personnel transfer cableway.
The connection of the adjusting end structure 1 and the 10T circulating hoist 2 with the arch foot area of the main arch ring 6 generally adopts a welding mode. The adjusting end structure 1 and the 10T circulating winch 2 are welded on the steel structure of the arch foot area by deformed steel feet. The adjusting end structure 1 comprises a plurality of groups of manual chain blocks and has the advantages of being safe and easy to adjust, and the 10T circulating winch structure 2 adopts standard industrial products and has the advantages of being flexible in adjustment, stable and reliable.
The circulating winch, the steel wire rope and the rope clamp pulley are mature products in the hoisting engineering industry and are widely applied to various bridge structures. The designer, the supervisor, the general packet and the operation layer can effectively supervise and safely implement the materials.
The invention fully utilizes mature industrial materials and machines such as steel wire ropes and circulating winches, and safely, conveniently, efficiently and low-cost realizes the personnel/material transfer operation for the large arch bridge with the arch first and the beam second.
Claims (5)
1. The utility model provides a cableway transfer device based on circulation type wire rope catenary structure which characterized in that: the device consists of a circulating steel wire rope, an adjusting end structure, a circulating winch and a lifting point/cage, wherein one end of the circulating steel wire rope is anchored on one side of a main bridge arch springing through the adjusting end structure, the other end of the circulating steel wire rope is pulled into a 10T circulating winch additionally arranged in a main arch springing area on the other side, and the middle of the circulating steel wire rope is lifted by outriggers on main arch rings on two banks.
2. The cableway transport device based on the circular steel wire rope catenary structure according to claim 1, characterized in that: after the circulating steel wire rope penetrates through the adjusting end structure, pulling force is applied to the cableway through the multiple groups of hand-pulling chain blocks, and 100KN of pulling force can be applied to the circulating steel wire rope, so that the steel wire rope is tightened, and the effect of reducing the mid-span sag is achieved.
3. The cableway transport device based on the circular steel wire rope catenary structure according to claim 1, characterized in that: and a hoisting point/a hoisting cage is arranged on the circulating steel wire rope through a rope clamp and a pulley to form a light material/personnel transfer cableway.
4. The cableway transport device based on the circular steel wire rope catenary structure according to claim 1, characterized in that: the circulating steel wire rope adopts 2 accompanying circulating steel wire ropes with the diameter of 24mm to form a longitudinal stress structure.
5. The cableway transport device based on the circular steel wire rope catenary structure according to claim 1, characterized in that: the adjusting end structure and the 10T circulating winch are welded on the arch foot area steel structure through deformed steel heels.
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CN202110762239.2A CN113529579A (en) | 2021-07-06 | 2021-07-06 | Cableway transfer device based on circulation type steel wire rope catenary structure |
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CN202110762239.2A CN113529579A (en) | 2021-07-06 | 2021-07-06 | Cableway transfer device based on circulation type steel wire rope catenary structure |
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Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN114032776A (en) * | 2021-11-15 | 2022-02-11 | 上海市基础工程集团有限公司 | Cableway transferring structure based on circulating type steel wire rope catenary structure |
Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH06248615A (en) * | 1993-02-24 | 1994-09-06 | Mitsui Eng & Shipbuild Co Ltd | Erection of arched bridge |
CN204199721U (en) * | 2014-09-17 | 2015-03-11 | 天津二十冶建设有限公司 | A kind of erecting device for factory building construction high and medium structure |
CN111483475A (en) * | 2020-05-26 | 2020-08-04 | 宜宾市智威科技有限公司 | Movable powerless air transportation device |
CN112575685A (en) * | 2020-12-08 | 2021-03-30 | 上海市基础工程集团有限公司 | Heavy tie bar river-crossing construction device for large-span basket type steel arch bridge |
-
2021
- 2021-07-06 CN CN202110762239.2A patent/CN113529579A/en active Pending
Patent Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH06248615A (en) * | 1993-02-24 | 1994-09-06 | Mitsui Eng & Shipbuild Co Ltd | Erection of arched bridge |
CN204199721U (en) * | 2014-09-17 | 2015-03-11 | 天津二十冶建设有限公司 | A kind of erecting device for factory building construction high and medium structure |
CN111483475A (en) * | 2020-05-26 | 2020-08-04 | 宜宾市智威科技有限公司 | Movable powerless air transportation device |
CN112575685A (en) * | 2020-12-08 | 2021-03-30 | 上海市基础工程集团有限公司 | Heavy tie bar river-crossing construction device for large-span basket type steel arch bridge |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN114032776A (en) * | 2021-11-15 | 2022-02-11 | 上海市基础工程集团有限公司 | Cableway transferring structure based on circulating type steel wire rope catenary structure |
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