CN207891716U - A kind of suspender anchoring structure of double-deck arch bridge - Google Patents
A kind of suspender anchoring structure of double-deck arch bridge Download PDFInfo
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- CN207891716U CN207891716U CN201720614424.6U CN201720614424U CN207891716U CN 207891716 U CN207891716 U CN 207891716U CN 201720614424 U CN201720614424 U CN 201720614424U CN 207891716 U CN207891716 U CN 207891716U
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- bridge
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- face
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- sunpender
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Abstract
The utility model provides a kind of suspender anchoring structure of double-deck arch bridge,Including foot bridge face,Center sunpender,Pour slot one,Pour slot two,Side sunpender,Pour slot three,Pour slot four,Flexible lifting rope and pour slot five,Center sunpender upper end passes through and pours slot one,Center downrod lower end is fixed on foot bridge face upper surface by pouring slot three,It pours slot three and is opened in foot bridge face upper surface,Pour two centrally disposed sunpender of slot left side and right side,Side sunpender upper end, which is assemblied in, to be poured inside slot two,Side downrod lower end is fixed on foot bridge face upper surface by pouring slot three,The design is convenient for foot bridge face and supports the fixation of sunpender between bridge arch,Flexible lifting rope lower end passes through and pours slot four,It pours slot five and is opened in foot bridge face lower face,And it extends on front side of foot bridge face,The fixation of sunpender between foot bridge face and highway bridge is convenient in the design,The utility model is reasonable for structure,It is easily installed and repairs,Stability is good,Reliability is high.
Description
Technical field
The utility model is a kind of suspender anchoring structure of double-deck arch bridge, belongs to technical field of buildings.
Background technology
Bridge refers generally to be erected in rivers,lakes and seas, the structures for making traffic etc. that can smoothly pass through.It is modern to adapt to
The transportation industry of high speed development, bridge be also extended to across mountain stream, unfavorable geology or meet other traffic need and set up make
Current more easily building.Bridge is generally made of superstructure, substructure, bearing and attached structure, top knot
Structure is also known as bridge span structure, is across the primary structure of obstacle；Substructure includes abutment, bridge pier and basis；Bearing is spanning knot
The load transfer device of structure and the bearing place setting of bridge pier or abutment；Attached structure then refer to transition slab at bridge head, truncated cone banking, shore protection,
There is double deck, is connected by sunpender between two layers of bridge floor now with the development of bridge construction technology in training works etc.
It connects.
In the prior art, double deck sunpender anchor structure is simple, and stability is poor, is easy to loosen, maintenance difficult, so needing
Want a kind of suspender anchoring structure of double-deck arch bridge to solve the above problems.
Utility model content
In view of the deficienciess of the prior art, the utility model aim is to provide a kind of double deck arch bridge suspender anchoring knot
Structure, to solve the problems mentioned in the above background technology, the utility model are reasonable for structure, are easily installed and repair, stability
Good, reliability is high.
To achieve the goals above, the utility model is to realize by the following technical solutions：A kind of double deck arch
Bridge crane bar anchor structure, including support bridge arch, highway bridge, foot bridge face, rigid hanger component and flexible suspension rod component, institute
It states highway bridge to be fixed on inside support bridge arch, the foot bridge face is arranged on the upside of highway bridge, the rigid hanger component
Upper end is connected to support bridge arch front end face, and rigid hanger component lower end is fixed on foot bridge face, the flexible suspension rod group
Part upper end is connected to end face in face of foot bridge, and flexible suspension rod component lower end is fixed on highway bridge, the rigid hanger
Component includes center sunpender, fixed plate, pours slot one, bumping post, pours slot two, side sunpender and pour slot three, described to pour slot
One is opened in support bridge arch upper surface, and center sunpender upper end passes through and pours slot one, and extends on the upside of support bridge arch, described
Fixed plate is fixed on center sunpender annular side, and the fixed plate setting is pouring inside slot one, and the bumping post is fixed on center
Sunpender upper end, in support bridge arch upper surface, the center downrod lower end is fixed on people's row by pouring slot three for the bumping post setting
Bridge floor upper surface, the slot three that pours are opened in foot bridge face upper surface, and the center sunpender left side and right side are both provided with
Slot two is poured, the slot two that pours is opened in support bridge arch upper surface, and side sunpender upper end, which is assemblied in, to be poured inside slot two, institute
It states side downrod lower end and is fixed on foot bridge face upper surface by pouring slot three, the flexible suspension rod component includes pouring slot four, soft
Property lifting rope, pour slot five, roller and through-hole, the slot four that pours is opened in highway bridge upper surface, under the flexibility lifting rope
End extends on the downside of highway bridge across pouring slot four, and the slot five that pours is opened in foot bridge face lower face, the flexibility
Lifting rope upper end passes through and pours slot five and through-hole, and extends on front side of foot bridge face, and the through-hole is opened in face of foot bridge and holds
Face, the roller are arranged on the right side of through-hole, and the roller is assemblied in end face in face of foot bridge, and the flexibility lifting rope upper end is wrapped in
Roller annular side.
Further, the center downrod lower end is fixed with embedment plate, and embedment plate is fixed on and pours inside slot three.
Further, the side sunpender is equipped with two or more, and two side described above sunpenders are placed equidistant in foot bridge face
Upper surface.
Further, the flexible lifting rope lower end is fixed with block, and block is arranged in highway bridge lower face
Further, the roller is mounted on end face in face of foot bridge by shaft.
Further, the flexible lifting rope is equipped with two or more, and two flexible lifting ropes described above are equidistantly arranged in highway
Bridge floor front end face.
The beneficial effects of the utility model：A kind of suspender anchoring structure of double-deck arch bridge of the utility model, because of this reality
It it is added to center sunpender, fixed plate, is poured slot one with novel, pour slot two, side sunpender and pours slot three, which is convenient for people
The fixation of sunpender, the installation effectiveness for improving sunpender and the stability after installation, solve between row bridge floor and support bridge arch
Hanger erection is troublesome in poeration in the prior art, the problem of being easy to loosen during use.
Slot four is poured because the utility model is added to, flexible lifting rope, pours slot five, roller and through-hole, which is convenient for
The fixation of sunpender between foot bridge face and highway bridge improves the load effect of flexible lifting rope, easy to repair, solves existing
Flexible lifting rope load is uneven in technology, and corrosion addle after replace difficult problem.
Because being added to embedment plate, which improves the stability of center sunpender, and because being added to block, which improves
The stability of flexible lifting rope, because being added to shaft, which is convenient for the installation and rotation of roller, the utility model structure to close
Reason, is easily installed and repairs, and stability is good, and reliability is high.
Description of the drawings
Upon reading the detailed description of non-limiting embodiments with reference to the following drawings, other spies of the utility model
Sign, objects and advantages will become more apparent upon：
Fig. 1 is a kind of structural schematic diagram of suspender anchoring structure of double-deck arch bridge of the utility model；
Fig. 2 is the structural representation of rigid hanger component in a kind of suspender anchoring structure of double-deck arch bridge of the utility model
Figure；
Fig. 3 is the structural representation of flexible suspension rod component in a kind of suspender anchoring structure of double-deck arch bridge of the utility model
Figure；
In figure：1- support bridge arch, 2- highway bridges, 3- foot bridges face, 4- rigid hangers component, 5- flexible suspension rods component,
The centers 41- sunpender, 42- fixed plates, 43- pour slot one, 44- bumping posts, 45- pour slot two, the sides 46- sunpender, 47- pour slot three,
51- pours slot four, 52- flexibilities lifting rope, 53- and pours slot five, 54- rollers, 55- through-holes.
Specific implementation mode
To make the technical means, creative features, achievement of purpose, and effectiveness of the utility model be easy to understand, below
In conjunction with specific implementation mode, the utility model is expanded on further.
- Fig. 3 is please referred to Fig.1, the utility model provides a kind of technical solution：A kind of double deck arch bridge suspender anchoring knot
Structure, including support bridge arch 1, highway bridge 2, foot bridge face 3, rigid hanger component 4 and flexible suspension rod component 5, highway bridge 2
It is fixed on inside support bridge arch 1, for the setting of foot bridge face 3 in 2 upside of highway bridge, 4 upper end of rigid hanger component is connected to support
1 front end face of bridge arch, 4 lower end of rigid hanger component are fixed on foot bridge face 3, and 5 upper end of flexible suspension rod component is connected to foot bridge
3 front end face of face, 5 lower end of flexible suspension rod component are fixed on highway bridge 2.
Rigid hanger component 4 includes center sunpender 41, fixed plate 42, pours slot 1, bumping post 44, pours slot 2 45, side
Sunpender 46 and slot 3 47 is poured, pours slot 1 and be opened in 1 upper surface of support bridge arch, sunpender 41 upper end in center passes through and pours slot
One 43, and 1 upside of support bridge arch is extended to, fixed plate 42 is fixed on 41 annular side of center sunpender, and the setting of fixed plate 42 is being poured
It builds inside slot 1, bumping post 44 is fixed on 41 upper end of center sunpender, and the setting of bumping post 44 is in 1 upper surface of support bridge arch, center sunpender
41 lower ends are fixed on 3 upper surface of foot bridge face by pouring slot 3 47, pour slot 3 47 and are opened in 3 upper surface of foot bridge face, in
41 left side of heart sunpender and right side are both provided with and pour slot 2 45, pour slot 2 45 and are opened in 1 upper surface of support bridge arch, side sunpender
46 upper ends, which are assemblied in, to be poured inside slot 2 45, and sunpender 46 lower end in side is fixed on 3 upper surface of foot bridge face by pouring slot 3 47, should
Design solves in the prior art the problem of hanger erection is troublesome in poeration, is easy to loosen during use.
Flexible suspension rod component 5 includes pouring slot 4 51, flexible lifting rope 52, pouring slot 5 53, roller 54 and through-hole 55, is poured
It builds slot 4 51 and is opened in 2 upper surface of highway bridge, 52 lower end of flexible lifting rope passes through and pours slot 4 51, and extends to highway bridge 2
Downside pours slot 5 53 and is opened in 3 lower face of foot bridge face, and 52 upper end of flexible lifting rope passes through and pours slot 5 53 and through-hole 55,
And 3 front side of foot bridge face is extended to, through-hole 55 is opened in 3 front end face of foot bridge face, and the setting of roller 54 is in 55 right side of through-hole, roller
54 are assemblied in 3 front end face of foot bridge face, and 52 upper end of flexible lifting rope is wrapped in 54 annular side of roller, which solves existing skill
Flexible lifting rope load is uneven in art, and corrosion addle after replace difficult problem.
Sunpender 41 lower end in center is fixed with embedment plate, and embedment plate is fixed on and pours inside slot 3 47, and side sunpender 46 is equipped with
Two or more, two are placed equidistant with upside sunpender 46 in 3 upper surface of foot bridge face, and 52 lower end of flexible lifting rope is fixed with block,
And block setting, in 2 lower face of highway bridge, roller 54 is mounted on 3 front end face of foot bridge face by shaft, and flexible lifting rope 52 is set
There are two or more, two or more flexible lifting ropes 52 are equidistantly arranged in 2 front end face of highway bridge.
Specific implementation mode：When staff installs the utility model, the assembly of 41 lower end of center sunpender is being poured into slot three
Inside 47, and slot 3 47 will be poured and poured using concrete, to which sunpender 41 lower end in center is fixed on foot bridge face 3
On, so that sunpender 41 upper end in center is extended to 1 upside of support bridge arch, by the assembly of bumping post 44 in 41 upper end of center sunpender, and will
Concreting is pouring inside slot 1, and then sunpender 46 lower end in side is placed on and pours inside slot 3 47 by staff, and
Concreting is being poured inside slot 3 47, the assembly of 46 upper end of side sunpender is being poured inside slot 2 45, slot 2 45 will be poured
Inside injection concrete, the design are convenient for foot bridge face 3 and support the anchoring of sunpender between bridge arch 1.
Then 52 lower end of flexible lifting rope is extended to 2 downside of highway bridge by staff across slot 4 51 is poured, and will gear
Block is fixed on 52 lower end of flexible lifting rope, and then staff will pour 4 51 inside injection concrete of slot, thus by flexible lifting rope
52 lower ends are fixed on highway bridge 2, and then staff makes 52 upper end of flexible lifting rope pass through to pour slot 5 53, and pass through through-hole
55 extend to 3 front side of foot bridge face, and flexible lifting rope 52 is wrapped in 54 annular side of roller, and then staff makes roller 54
Rotation, the rotation of roller 54 drives flexible lifting rope 52 to move, and to make flexible lifting rope 52 tighten, staff pours concrete injection
It builds inside slot 5 53, to which 52 upper end of flexible lifting rope to be fixed on foot bridge face 3, which is convenient for foot bridge face 3 and public affairs
The anchoring of flexible lifting rope 52 between road and bridge face 2.
The advantages of basic principles and main features and the utility model of the utility model have been shown and described above, for
For those skilled in the art, it is clear that the present invention is not limited to the details of the above exemplary embodiments, and without departing substantially from this
In the case of the spirit or essential attributes of utility model, the utility model can be realized in other specific forms.Therefore, no matter
From the point of view of which point, the present embodiments are to be considered as illustrative and not restrictive, and the scope of the utility model is by institute
Attached claim rather than above description limit, it is intended that will fall within the meaning and scope of the equivalent requirements of the claims
All changes are embraced therein.Any reference numeral in claim should not be considered as to the involved right of limitation
It is required that.
In addition, it should be understood that although this specification is described in terms of embodiments, but not each embodiment is only wrapped
Containing an independent technical solution, this description of the specification is merely for the sake of clarity, and those skilled in the art should
It considers the specification as a whole, the technical solutions in the various embodiments may also be suitably combined, forms those skilled in the art
The other embodiment being appreciated that.
Claims (6)
1. a kind of suspender anchoring structure of double-deck arch bridge, including support bridge arch, highway bridge, foot bridge face, rigid hanger group
Part and flexible suspension rod component, it is characterised in that：The highway bridge is fixed on inside support bridge arch, the foot bridge face setting
On the upside of highway bridge, rigid hanger component upper end is connected to support bridge arch front end face, rigid hanger component lower end
It is fixed on foot bridge face, flexible suspension rod component upper end is connected to end face in face of foot bridge, under the flexible suspension rod component
End is fixed on highway bridge；
The rigid hanger component includes center sunpender, fixed plate, pours slot one, bumping post, pours slot two, side sunpender and pour
Slot three, the slot one that pours are opened in support bridge arch upper surface, and center sunpender upper end passes through and pours slot one, and extends to branch
It supports on the upside of bridge arch, the fixed plate is fixed on center sunpender annular side, and the fixed plate setting is pouring inside slot one, described
Bumping post is fixed on center sunpender upper end, and the bumping post setting is in support bridge arch upper surface, and the center downrod lower end is by pouring
Slot three is fixed on foot bridge face upper surface, and the slot three that pours is opened in foot bridge face upper surface, on the left of the center sunpender with
And right side is both provided with and pours slot two, the slot two that pours is opened in support bridge arch upper surface, and side sunpender upper end is assemblied in
It pours inside slot two, the side downrod lower end is fixed on foot bridge face upper surface by pouring slot three；
The flexible suspension rod component includes pouring slot four, flexible lifting rope, pouring slot five, roller and through-hole, described to pour slot four
It is opened in highway bridge upper surface, the flexibility lifting rope lower end, which passes through, pours slot four, and extends on the downside of highway bridge, described to pour
It builds slot five and is opened in foot bridge face lower face, the flexibility lifting rope upper end, which passes through, pours slot five and through-hole, and extends to people's row
On front side of bridge floor, the through-hole is opened in end face in face of foot bridge, and the roller is arranged on the right side of through-hole, and the roller is assemblied in people
Row bridge floor front end face, the flexibility lifting rope upper end are wrapped in roller annular side.
2. a kind of suspender anchoring structure of double-deck arch bridge according to claim 1, it is characterised in that：The center sunpender
Lower end is fixed with embedment plate, and embedment plate is fixed on and pours inside slot three.
3. a kind of suspender anchoring structure of double-deck arch bridge according to claim 1, feature are being set forth in：It hangs the side
Bar is equipped with two or more, and two side described above sunpenders are placed equidistant in foot bridge face upper surface.
4. a kind of suspender anchoring structure of double-deck arch bridge according to claim 1, it is characterised in that：The flexibility lifting rope
Lower end is fixed with block, and block is arranged in highway bridge lower face.
5. a kind of suspender anchoring structure of double-deck arch bridge according to claim 1, it is characterised in that：The roller passes through
Shaft is mounted on end face in face of foot bridge.
6. a kind of suspender anchoring structure of double-deck arch bridge according to claim 1, it is characterised in that：The flexibility lifting rope
Equipped with two or more, two flexible lifting ropes described above are equidistantly arranged in highway bridge front end face.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720614424.6U CN207891716U (en) | 2017-05-27 | 2017-05-27 | A kind of suspender anchoring structure of double-deck arch bridge |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720614424.6U CN207891716U (en) | 2017-05-27 | 2017-05-27 | A kind of suspender anchoring structure of double-deck arch bridge |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207891716U true CN207891716U (en) | 2018-09-21 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720614424.6U Expired - Fee Related CN207891716U (en) | 2017-05-27 | 2017-05-27 | A kind of suspender anchoring structure of double-deck arch bridge |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207891716U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109137747A (en) * | 2018-10-22 | 2019-01-04 | 中铁大桥局集团有限公司 | A kind of flexible suspension for long-span arch bridge main girder construction |
| CN112411743A (en) * | 2020-11-26 | 2021-02-26 | 湖南鸿阳钢结构有限公司 | Novel assembled pipe truss structure |
-
2017
- 2017-05-27 CN CN201720614424.6U patent/CN207891716U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109137747A (en) * | 2018-10-22 | 2019-01-04 | 中铁大桥局集团有限公司 | A kind of flexible suspension for long-span arch bridge main girder construction |
| CN109137747B (en) * | 2018-10-22 | 2023-09-26 | 中铁大桥局集团有限公司 | Elastic hanging bracket for large-span arch bridge girder construction |
| CN112411743A (en) * | 2020-11-26 | 2021-02-26 | 湖南鸿阳钢结构有限公司 | Novel assembled pipe truss structure |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180921 Termination date: 20210527 |