CN201458544U - Carrying pole for mounting component - Google Patents
Carrying pole for mounting component Download PDFInfo
- Publication number
- CN201458544U CN201458544U CN2009200865788U CN200920086578U CN201458544U CN 201458544 U CN201458544 U CN 201458544U CN 2009200865788 U CN2009200865788 U CN 2009200865788U CN 200920086578 U CN200920086578 U CN 200920086578U CN 201458544 U CN201458544 U CN 201458544U
- Authority
- CN
- China
- Prior art keywords
- framework
- suspension centre
- bailey truss
- cable crane
- beam slab
- 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.)
- Expired - Lifetime
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Abstract
The utility model belongs to the technical field of bridging, and in particular relates to a carrying pole for mounting a component. The carrying pole for mounting the component comprises a Bailey truss beam, a cable crane suspension centre, an upper frame beam, a lower frame beam, a suspension rod, a movable bearing beam and a beam slab suspension centre, and is characterized in that: a frame consisting of the Bailey truss beam (1), the upper frame beam (3) and the lower frame beam (4) is formed into a main bearing structure; the cable crane suspension centre (2) is connected with a cable crane and a beam slab (9); and the bearing beam (6) can move on the Bailey truss beam (1) to meet the requirement of directly arranging the beam slab (9) in place. The carrying pole for mounting the component of the utility model has the characteristics of clear stress and simple structure, better ensures the safety of an external environment of construction, reduces mutual construction interference, shortens a construction period and reduces cost.
Description
Technical field
The utility model belongs to the bridging technical field, is specifically related to a kind of member installation shoulder pole girder.
Background technology
At present, existing bridge beam slab generally adopts the bridge formation machine to set up, generally establish cable crane for Arch Bridge Construction,, exist and move the beam problem on the pier stud bent cap but set up beam slab for the two cableway cable cranes of fixed type so utilize cable crane to set up that beam slab is more economical to be suitable for.Have many unfavorable factors such as operating difficulties, efficient is low, safety problem is outstanding in that the slippage of the enterprising cross girders plate of narrower bent cap is in place.
Summary of the invention
The purpose of this utility model is will provide a kind of beams and slabs to install use shoulder pole girder, makes the beam slab slippage forward broad access bridge to or roadbed carries out from bent cap, is positioned at two of beam slabs that design the axis place and lifts by crane in place together.
A kind of member of the utility model is installed and is used shoulder pole girder, comprise Bailey truss beam, cable crane suspension centre, framework entablatrance, framework cross sill, suspension rod, can move load crossbeam, beam slab suspension centre, it is characterized in that the framework that Bailey truss beam and framework entablatrance and framework cross sill are formed forms main force structure, the cable crane suspension centre connects cable crane and beam slab, and the load crossbeam can move on the Bailey truss beam to satisfy directly with beam slab needs in place.
A kind of member of the utility model is installed and is used shoulder pole girder, and the framework and the suspension rod that utilize upper frame entablatrance and framework cross sill to form retrain fixedly Bailey truss beam, establish the cable crane suspension centre at the framework entablatrance.
A kind of member of the utility model is installed and is used shoulder pole girder, and Bailey truss beam upper limb is established the load crossbeam, and this load crossbeam can be adjusted according to the beam slab axial location, and it divides into the beam slab suspension centre.
The utility model member is installed with the shoulder pole girder system stressed clear and definite, simple in structure, and its utilization can make construction external environment condition safety obtain better guarantee, reduces mutual construction and disturbs, and saves the duration, the reduction expense.
The utility model member is installed and is used shoulder pole girder, and monolithic shellfish thunder sheet spelling is become single track, forms three road truss Bei Leiliang altogether, and three road truss Bei Leiliang connect with rod member according to certain distance temporarily; The framework entablatrance that processing and fabricating is finished, the upper and lower surface that the framework cross sill places the Bailey truss beam, the centre connects into integral body with suspension rod, totally four, framework entablatrance, framework cross sill, suspension rod are all closely connected with the Bailey truss beam, welding cable crane suspension centre is provided with two hangers on the per pass framework entablatrance on its middle frame entablatrance; Four of machining can be moved load crossbeam and beam slab suspension centre integral piece to be placed in and to set up beam slab axial location and fixing in advance.Finish by above program and can carry out beam slab behind two groups of members and set up installation.To be connected with the lifting rope binding and with the beam slab suspension centre at access bridge or the traversing beam slab of roadbed, and start two four hook liftings of cableway cable crane simultaneously and run to the beam slab decorating position, and utilize the chain block fine setting in place to the design and installation axial location.Again lay when setting up all the other axial location beam slabs and can carry out fitting operation after can moving the load crossbeam.
Description of drawings
Accompanying drawing 1: member is installed with shoulder pole girder half front view;
Accompanying drawing 2: member is installed and is used the shoulder pole girder left view;
Accompanying drawing 3: adopt member that half front view of constructing with shoulder pole girder is installed;
Accompanying drawing 4: adopt member that the left view of constructing with shoulder pole girder is installed.
In the accompanying drawing, 1-Bailey truss beam, 2-cable crane suspension centre, 3-framework entablatrance, 4-framework cross sill, the 5-suspension rod, 6-can move the load crossbeam, 7-beam slab suspension centre, 8-bundlees rope, the 9-beam slab.
The specific embodiment
Embodiment: the utility model member is installed and is used shoulder pole girder, the framework of forming at Bailey truss beam 1 and framework entablatrance 3 and framework cross sill 4 forms main force structure, cable crane suspension centre 2 connects cable crane and beam slab 9, and load crossbeam 6 can move to satisfy directly with beam slab 9 needs in place.Retrain fixedly Bailey truss beam 1 at framework that utilizes upper frame entablatrance 3 and framework cross sill 4 to form and suspension rod 5, establish cable crane suspension centre 2 at framework entablatrance 3.Establish load crossbeam 3 at Bailey truss beam 1 upper limb, this load crossbeam 3 can be adjusted according to beam slab 9 axial location, and it divides into the beam slab suspension centre.
It is as follows with the work progress of shoulder pole girder that the utility model member is installed: monolithic shellfish thunder sheet spelling is become single track, form three road Bailey truss beams, 1, three road Bailey truss beam 1 altogether and connect with rod member according to certain distance temporarily; The framework entablatrance 3 that processing and fabricating is finished, the upper and lower surface that framework cross sill 4 places Bailey truss beam 1, the centre connects into integral body with suspension rod 5, totally four, framework entablatrance 3, framework cross sill 4, suspension rod 5 are all closely connected with Bailey truss beam 1, welding cable crane suspension centre 2 is provided with two hangers on the per pass framework entablatrance 3 on its middle frame entablatrance 3; Four of machining can be moved load crossbeam 6 to be placed in beam slab suspension centre 7 integral pieces and to set up beam slab 9 axial location and fixing in advance.Finish by above program and can carry out beam slab 9 behind two groups of members and set up installation.To be connected with beam slab suspension centre 7 at traversing beam slab 9 usefulness the binding rope 8 to the design and installation axial location of access bridge or roadbed, and start pair four hook liftings of cableway cable crane simultaneously and run to beam slab 9 decorating positions, it is in place to utilize chain block to finely tune.Again lay when setting up all the other axial location beam slabs 9 and can carry out fitting operation after can moving load crossbeam 6.
Claims (3)
1. a member is installed and is used shoulder pole girder, comprise Bailey truss beam, cable crane suspension centre, framework entablatrance, framework cross sill, suspension rod, can move load crossbeam, beam slab suspension centre, it is characterized in that the framework that Bailey truss beam (1) and framework entablatrance (3) and framework cross sill (4) are formed forms main force structure, cable crane suspension centre (2) connects cable crane and beam slab (9), and load crossbeam (6) can be gone up at Bailey truss beam (1) and move to satisfy directly with beam slab (9) needs in place.
2. install according to the described a kind of member of claim 1 and use shoulder pole girder, it is characterized in that the framework and the suspension rod (5) that utilize upper frame entablatrance (3) and framework cross sill (4) to form retrain fixedly Bailey truss beam (1), establish cable crane suspension centre (2) at framework entablatrance (3).
3. install according to the described a kind of member of claim 1 and use shoulder pole girder, it is characterized in that Bailey truss beam (1) upper limb establishes load crossbeam (6), this load crossbeam (6) can be adjusted according to beam slab (9) axial location, and it divides into the beam slab suspension centre.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009200865788U CN201458544U (en) | 2009-06-10 | 2009-06-10 | Carrying pole for mounting component |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009200865788U CN201458544U (en) | 2009-06-10 | 2009-06-10 | Carrying pole for mounting component |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201458544U true CN201458544U (en) | 2010-05-12 |
Family
ID=42385898
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2009200865788U Expired - Lifetime CN201458544U (en) | 2009-06-10 | 2009-06-10 | Carrying pole for mounting component |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201458544U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102718152A (en) * | 2012-06-28 | 2012-10-10 | 中铁十三局集团第一工程有限公司 | Double-cableway cable crane erecting precast beam structure |
| CN103291078A (en) * | 2013-05-21 | 2013-09-11 | 中国十七冶集团有限公司 | Steel beam mounting equipment |
| CN105952160A (en) * | 2016-05-05 | 2016-09-21 | 中建三局集团有限公司 | Prestressing double-cable synchronous tensioning tool |
| CN106938820A (en) * | 2016-01-05 | 2017-07-11 | 五冶集团上海有限公司 | A kind of box shoulder pole girder suspender and preparation method thereof |
-
2009
- 2009-06-10 CN CN2009200865788U patent/CN201458544U/en not_active Expired - Lifetime
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102718152A (en) * | 2012-06-28 | 2012-10-10 | 中铁十三局集团第一工程有限公司 | Double-cableway cable crane erecting precast beam structure |
| CN103291078A (en) * | 2013-05-21 | 2013-09-11 | 中国十七冶集团有限公司 | Steel beam mounting equipment |
| CN103291078B (en) * | 2013-05-21 | 2015-09-23 | 中国十七冶集团有限公司 | A kind of steel girder erection equipment |
| CN106938820A (en) * | 2016-01-05 | 2017-07-11 | 五冶集团上海有限公司 | A kind of box shoulder pole girder suspender and preparation method thereof |
| CN105952160A (en) * | 2016-05-05 | 2016-09-21 | 中建三局集团有限公司 | Prestressing double-cable synchronous tensioning tool |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CX01 | Expiry of patent term | ||
| CX01 | Expiry of patent term |
Granted publication date: 20100512 |