CN220364862U - Cable beam connection and anchoring device for low-tower cable-stayed bridge - Google Patents
Cable beam connection and anchoring device for low-tower cable-stayed bridge Download PDFInfo
- Publication number
- CN220364862U CN220364862U CN202321755969.0U CN202321755969U CN220364862U CN 220364862 U CN220364862 U CN 220364862U CN 202321755969 U CN202321755969 U CN 202321755969U CN 220364862 U CN220364862 U CN 220364862U
- Authority
- CN
- China
- Prior art keywords
- cable
- main frame
- board
- adjusting
- sleeve
- 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
Links
- 238000004873 anchoring Methods 0.000 title claims abstract description 14
- 230000000712 assembly Effects 0.000 claims description 9
- 238000000429 assembly Methods 0.000 claims description 9
- 238000012423 maintenance Methods 0.000 abstract description 13
- 238000012545 processing Methods 0.000 abstract description 12
- 230000001681 protective effect Effects 0.000 abstract description 2
- 238000000034 method Methods 0.000 description 12
- 238000007689 inspection Methods 0.000 description 11
- 238000009434 installation Methods 0.000 description 4
- 230000000694 effects Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 229910000851 Alloy steel Inorganic materials 0.000 description 1
- 229910000831 Steel Inorganic materials 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000013461 design Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 230000008092 positive effect Effects 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 239000000126 substance Substances 0.000 description 1
Classifications
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E10/00—Energy generation through renewable energy sources
- Y02E10/70—Wind energy
- Y02E10/72—Wind turbines with rotation axis in wind direction
Landscapes
- Bridges Or Land Bridges (AREA)
Abstract
The utility model provides a cable beam connection and anchoring device of a low-tower cable-stayed bridge, which relates to the technical field of bridge engineering components and comprises a main frame plate, wherein a sleeve plate is arranged on the outer surface of the main frame plate, a protective ring frame is inserted into the inner surface of the sleeve plate, an adjusting component is further arranged on the outer surface of the main frame plate, the main frame plate is connected with a maintenance component through the adjusting component, and the maintenance component comprises a limiting sleeve connected with the adjusting component. According to the utility model, through arranging the corresponding adjusting component and the dimension detecting component, accurate position adjustment processing can be realized through the adjusting component, and meanwhile, the dimension detecting component can be directly positioned, so that the follow-up dimension detecting processing is assisted, and the technical problem that the position of the dimension detecting component is difficult to position is solved as far as possible due to the fact that the corresponding dimension detecting component is lack through mutual cooperation among a plurality of components.
Description
Technical Field
The utility model relates to the technical field of bridge engineering components, in particular to a cable-beam connection and anchoring device of a low-tower cable-stayed bridge.
Background
Connect anchor multi-finger crab-bolt subassembly, the crab-bolt is the metal component of engineering specifically, is made by high strength alloy steel generally, in the design of short tower cable-stayed bridge, the crab-bolt is installed in the reinforced concrete structure of pier or abutment, then link to each other the pre-buried steel sheet on crab-bolt and the cable roof beam through the bolt, and after the crab-bolt is accomplished the installation, in the follow-up use, if need go on the maintenance to the surface of inclined single pole examine the in-process, because lack the maintenance of correspondence and examine the subassembly, it is difficult to carry out accurate positioning treatment to its surface department, and then influence follow-up maintenance and examine the effect, if the maintenance is examined the effect is not good enough, then easily influence follow-up use.
Disclosure of Invention
The utility model aims to solve the defects in the prior art, lack of corresponding dimension inspection components and difficulty in positioning the dimension inspection position, and provides a cable-beam connection anchoring device of a low-tower cable-stayed bridge.
In order to achieve the above purpose, the present utility model adopts the following technical scheme: the utility model provides a low tower cable-stayed bridge cable roof beam connection anchor, includes the main frame board, the surface of main frame board is provided with the sleeve board, the guard ring frame has been inserted to the internal surface of sleeve board, the surface of main frame board still is provided with adjusting part, the main frame board is connected with the maintenance through adjusting part and examines the subassembly, the maintenance is examined the subassembly and is including the spacing sleeve pipe that is connected with adjusting part, threaded hole has been seted up to spacing sleeve pipe's internal surface, and spacing sleeve pipe is connected with the threaded rod through the threaded hole, the top of threaded rod is provided with the adjusting ring board, the bottom of threaded rod is provided with the linkage frame board, the spacing groove has been seted up to the surface of linkage frame board, and the internal surface of spacing groove is provided with spacing semi-annular plate.
As a preferred implementation mode, the surface of protection ring frame is provided with the safety cover, the internal surface of safety cover is hollow structure, and the internal surface of safety cover is provided with the cable body, the both ends of threaded rod all extend to limit sleeve's outside.
As a preferred embodiment, the two adjusting assemblies are arranged in total, and the two adjusting assemblies are located on the outer surface of the main frame plate, and the adjusting assemblies comprise fixed ring plates connected with the outer surface of the main frame plate.
As a preferred embodiment, the top of the fixed ring plate is provided with a fixed sleeve, and the fixed ring plate is connected with a hydraulic rod through the fixed sleeve.
As a preferred embodiment, the output end of the hydraulic rod extends to the outside of the fixed sleeve, and an adjusting shaft plate is rotatably connected to the outer surface of the hydraulic rod.
As a preferred embodiment, the outer surface of the adjusting shaft plate is connected with the outer surface of the limiting sleeve, and the output end of the hydraulic rod is also connected with a limiting frame plate.
Compared with the prior art, the utility model has the advantages and positive effects that:
in order to solve the problems, the utility model solves the technical problems that through arranging the corresponding adjusting components and the dimension detecting components, the accurate position adjusting processing can be realized through the adjusting components, and meanwhile, the dimension detecting components can be directly positioned, so that the follow-up dimension detecting processing is assisted, and through the mutual cooperation among a plurality of components, the technical problems that the corresponding dimension detecting components are lack and the dimension detecting positions are difficult to position are avoided as much as possible.
Drawings
Fig. 1 is a schematic perspective view of an overall assembly of a cable-beam connection anchoring device for a low-tower cable-stayed bridge.
Fig. 2 is a schematic side view and a perspective view of an overall assembly of a cable-beam connection anchoring device of a low-tower cable-stayed bridge.
Fig. 3 is a schematic bottom perspective view of an overall assembly of the cable-beam connection anchoring device of the low-tower cable-stayed bridge.
Fig. 4 is a schematic diagram of an adjusting assembly and a maintenance assembly in the cable-stayed bridge girder connection anchoring device of the short tower.
Legend description:
1. a main frame plate; 2. a sleeve plate; 3. a guard ring frame; 4. a protective cover; 5. a guy cable body; 6. an adjustment assembly; 7. a dimension checking component;
601. a fixed ring plate; 602. fixing the sleeve; 603. a hydraulic rod; 604. adjusting the shaft plate; 605. a limit frame plate;
701. a limit sleeve; 702. a threaded rod; 703. an adjusting ring plate; 704. a linkage frame plate; 705. and a limiting semi-annular plate.
Detailed Description
The following description of the embodiments of the present utility model 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 utility model, but not all embodiments. All other embodiments, which can be made by those skilled in the art based on the embodiments of the utility model without making any inventive effort, are intended to be within the scope of the utility model.
Example 1
As shown in fig. 1, 2, 3 and 4, the present utility model provides a technical solution: the utility model provides a short tower cable-stayed bridge cable roof beam connection anchor, including main frame board 1, the surface of main frame board 1 is provided with sleeve board 2, sleeve board 2's internal surface has inserted protection ring frame 3, main frame board 1's surface still is provided with adjusting part 6, main frame board 1 is connected with through adjusting part 6 and checks subassembly 7, the subassembly 7 is examined including the spacing sleeve 701 that is connected with adjusting part 6 to the dimension, the screw hole has been seted up to the internal surface of spacing sleeve 701, and spacing sleeve 701 is connected with threaded rod 702 through the screw hole, threaded rod 702's top is provided with adjustment ring board 703, threaded rod 702's bottom is provided with linkage frame board 704, the spacing groove has been seted up to linkage frame board 704's surface, and the internal surface of spacing groove is provided with spacing semi-ring board 705, protection ring frame 3's surface is provided with safety cover 4, safety cover 4's internal surface is hollow structure, and safety cover 4's internal surface is provided with cable body 5, threaded rod 702's both ends all extend to spacing sleeve 701's outside.
In this embodiment, when the dimension inspection assembly 7 is used, the corresponding degree height adjustment process is needed by the adjustment assembly 6, after the adjustment is completed, the dimension inspection assembly 7 can be used to perform the corresponding dimension inspection positioning process, when the dimension inspection positioning is completed, the expected positioning position needs to be confirmed, then the adjustment ring plate 703 is held, the adjustment ring plate 703 is rotated towards the expected positioning position, in the rotation process, the adjustment ring plate 703 drives the threaded rod 702 to drive, and in the same way, the linkage frame plate 704 connected with the threaded rod 702 moves along with the threaded rod, the adjustment ring plate 703 is continuously rotated until the inner surface of the limit half ring plate 705 is attached to the expected positioning position, the rotation of the adjustment ring plate 703 can be stopped, and then the adjustment ring plate 703 on the other side is synchronously adjusted according to the operation content.
Example 2
As shown in fig. 1, fig. 2, fig. 3 and fig. 4, two adjusting assemblies 6 are provided, and the two adjusting assemblies 6 are located on the outer surface of the main frame plate 1, the adjusting assemblies 6 comprise a fixed ring plate 601 connected with the outer surface of the main frame plate 1, a fixed sleeve 602 is arranged at the top of the fixed ring plate 601, the fixed ring plate 601 is connected with a hydraulic rod 603 through the fixed sleeve 602, the output end of the hydraulic rod 603 extends to the outside of the fixed sleeve 602, an adjusting shaft plate 604 is rotatably connected to the outer surface of the hydraulic rod 603, the outer surface of the adjusting shaft plate 604 is connected with the outer surface of the limiting sleeve 701, and the output end of the hydraulic rod 603 is also connected with a limiting frame plate 605.
In this embodiment, when the adjusting component 6 is used, the expected adjustment degree is first required to be determined to be high, after the determination is completed, the hydraulic rod 603 is used to perform the corresponding adjustment process, in the adjustment process, the output end of the hydraulic rod 603 is first required to be adjusted, the output end of the hydraulic rod 603 will be displaced upwards, and similarly, the adjusting shaft plate 604 will be displaced along with the hydraulic rod 603 to continuously adjust the output end of the hydraulic rod 603, until the adjusting shaft plate 604 moves to the expected adjustment degree to be high, the adjustment process can be stopped, after the adjustment process is stopped, the adjusting shaft plate 604 can be used to perform the corresponding angle fine adjustment process, and when the angle fine adjustment is performed, the adjusting shaft plate 604 needs to be pushed to continuously estimate the adjustment angle.
Working principle:
as shown in fig. 1, 2, 3 and 4, when in use, the main frame board 1 is firstly required to be placed at a predicted installation place, then corresponding installation processing is carried out, after the installation, in the subsequent use process, if corresponding dimension inspection processing is required, corresponding dimension inspection positioning processing can be carried out by using the adjusting component 6, after the degree height adjustment is finished, corresponding dimension inspection positioning processing can be carried out by using the dimension inspection component 7, and subsequent dimension inspection work can be carried out after the positioning is finished.
The above is only an overview of the working principle, and is not a complete workflow of each component in the technical solution, and the following describes the complete workflow of each component in the technical solution one by one;
when the adjusting component 6 is used, firstly, the expected adjustment degree is required to be confirmed to be high, after the adjustment is finished, the hydraulic rod 603 can be used for carrying out corresponding adjustment processing, in the adjustment process, firstly, the output end of the hydraulic rod 603 is required to be adjusted, the output end of the hydraulic rod 603 is upwardly displaced, similarly, the adjusting shaft plate 604 is required to be displaced along with the hydraulic rod 603, the output end of the hydraulic rod 603 is continuously adjusted until the adjusting shaft plate 604 is moved to be high in expected adjustment degree, the adjustment processing can be stopped, after the adjustment processing is stopped, the adjusting shaft plate 604 can be used for carrying out corresponding angle fine adjustment processing, and when the angle fine adjustment is carried out, the adjusting shaft plate 604 is required to be pushed to continuously estimate the adjustment angle.
When the maintenance assembly 7 is used, the corresponding degree height adjustment treatment is needed to be performed by the adjustment assembly 6, after the adjustment is completed, the corresponding maintenance positioning treatment can be performed by the maintenance assembly 7, when the maintenance positioning is performed, the expected positioning position needs to be confirmed, then the adjustment annular plate 703 is held, the adjustment annular plate 703 is rotated towards the expected positioning position, in the rotating process, the adjustment annular plate 703 drives the threaded rod 702 to drive, and the linkage frame plate 704 connected with the threaded rod 702 is similarly displaced along with the threaded rod, continuously rotates the adjustment annular plate 703 until the inner surface of the limit half annular plate 705 is attached to the expected positioning position, and then the rotation of the adjustment annular plate 703 can be stopped, and then the adjustment annular plate 703 on the other side is synchronously adjusted according to the operation content.
The present utility model is not limited to the above-mentioned embodiments, and any equivalent embodiments which can be changed or modified by the technical content disclosed above can be applied to other fields, but any simple modification, equivalent changes and modification made to the above-mentioned embodiments according to the technical substance of the present utility model without departing from the technical content of the present utility model still belong to the protection scope of the technical solution of the present utility model.
Claims (6)
1. The utility model provides a short tower cable-stay bridge cable beam connection anchor, includes main frame board (1), its characterized in that: the utility model discloses a novel structure of a cable, including main frame board (1), threaded hole, threaded rod (702) are connected with through the screw hole to the surface of main frame board (1), the internal surface of sleeve board (2) is inserted and is equipped with protection ring frame (3), the surface of main frame board (1) still is provided with adjusting part (6), main frame board (1) is connected with through adjusting part (6) and examines subassembly (7), the subassembly (7) are examined including spacing sleeve pipe (701) that are connected with adjusting part (6) to the dimension, threaded hole has been seted up to the internal surface of spacing sleeve pipe (701), and spacing sleeve pipe (701) are connected with threaded rod (702) through the screw hole, the top of threaded rod (702) is provided with adjusting ring board (703), the bottom of threaded rod (702) is provided with linkage frame board (704), the spacing groove has been seted up to the surface of linkage frame board (704), and the internal surface of spacing groove is provided with spacing semi-ring board (705).
2. The short-tower cable-stayed bridge girder connection anchoring device according to claim 1, wherein: the outer surface of protection ring frame (3) is provided with safety cover (4), the internal surface of safety cover (4) is hollow structure, and the internal surface of safety cover (4) is provided with cable body (5), the outside of limit sleeve (701) is all extended to the both ends of threaded rod (702).
3. A low-tower cable-stayed bridge girder connection anchoring device according to claim 2, wherein: the adjusting assemblies (6) are arranged in two, the two adjusting assemblies (6) are located on the outer surface of the main frame plate (1), and the adjusting assemblies (6) comprise fixed ring plates (601) connected with the outer surface of the main frame plate (1).
4. A low-tower cable-stayed bridge girder connection anchoring device according to claim 3, wherein: the top of fixed ring board (601) is provided with fixed sleeve (602), fixed ring board (601) is connected with hydraulic rod (603) through fixed sleeve (602).
5. The short-tower cable-stayed bridge girder connection anchoring device according to claim 4, wherein: the output end of the hydraulic rod (603) extends to the outside of the fixed sleeve (602), and an adjusting shaft plate (604) is rotatably connected to the outer surface of the hydraulic rod (603).
6. The short-tower cable-stayed bridge girder connection anchoring device according to claim 5, wherein: the outer surface of the adjusting shaft plate (604) is connected with the outer surface of the limiting sleeve (701), and the output end of the hydraulic rod (603) is also connected with a limiting frame plate (605).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202321755969.0U CN220364862U (en) | 2023-07-05 | 2023-07-05 | Cable beam connection and anchoring device for low-tower cable-stayed bridge |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202321755969.0U CN220364862U (en) | 2023-07-05 | 2023-07-05 | Cable beam connection and anchoring device for low-tower cable-stayed bridge |
Publications (1)
Publication Number | Publication Date |
---|---|
CN220364862U true CN220364862U (en) | 2024-01-19 |
Family
ID=89514101
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN202321755969.0U Active CN220364862U (en) | 2023-07-05 | 2023-07-05 | Cable beam connection and anchoring device for low-tower cable-stayed bridge |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN220364862U (en) |
-
2023
- 2023-07-05 CN CN202321755969.0U patent/CN220364862U/en active Active
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN109162205B (en) | Arch rib folding section mounting structure and mounting method | |
CN106758787B (en) | A kind of Precast Pier Columns mounting and positioning device | |
CN210031518U (en) | Cable-stayed bridge cable guide pipe installation positioning device | |
CN220364862U (en) | Cable beam connection and anchoring device for low-tower cable-stayed bridge | |
CN112523090B (en) | Initial internode installation mode of steel truss girder cable-stayed bridge | |
CN102418329B (en) | Rapid installation method for large-scale hydraulic radial gate | |
CN210797883U (en) | Super-huge steel structure supporting framework | |
CN209384624U (en) | A kind of builder's jack type steel support beam and anchor | |
CN108374350B (en) | Assembly jig frame of steel anchor beam and steel corbel unit and installation method | |
CN208649894U (en) | A kind of steel anchor beam and steel corbel unit spelling moulding bed | |
CN105369782A (en) | Auxiliary installation device and installation method for radial gate trunnions | |
CN205171465U (en) | A supplementary radial gate hinge installation device | |
CN214615043U (en) | Prefabricated component reserved steel bar positioning and correcting device | |
CN108951402A (en) | Improve the device of Precast Concrete Segmental Bridges bridge pier energy dissipation capacity | |
CN211420889U (en) | Temporary limiting device for linear adjustment of PC track beam | |
CN209704012U (en) | The formwork erection device of steel column cornerite | |
CN216809512U (en) | Large-section steel-concrete composite beam structure convenient to construct | |
CN214993151U (en) | Accurate quick positioner of short tower cable-stay bridge branch silk pipe cable saddle | |
CN218813200U (en) | Accurate positioning device for installing upper span road beam plate | |
CN221253588U (en) | Auxiliary lifting device for curtain wall aluminum alloy cross beam | |
CN212454048U (en) | Opening and closing mechanism of inspection door | |
CN220059582U (en) | Tunnel pipe canopy lock foot direction connection construction equipment | |
CN220888342U (en) | Thrust structure positioner | |
CN220394290U (en) | Steel anchor box for cable-stayed bridge | |
CN212298225U (en) | Measuring instrument fixing support for high-rise frame steel structure |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
GR01 | Patent grant | ||
GR01 | Patent grant |