CN205527285U - Precast beam reinforcing bar gallows - Google Patents
Precast beam reinforcing bar gallows Download PDFInfo
- Publication number
- CN205527285U CN205527285U CN201620265042.2U CN201620265042U CN205527285U CN 205527285 U CN205527285 U CN 205527285U CN 201620265042 U CN201620265042 U CN 201620265042U CN 205527285 U CN205527285 U CN 205527285U
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- China
- Prior art keywords
- girder
- connecting plate
- crossbearer
- fixed
- cross tube
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Abstract
The utility model relates to a lifting device of removal precast beam among the bridge engineering, concretely relates to precast beam reinforcing bar gallows, the girder of a plurality of parallels in the coplanar, a plurality of crossbearers of girder sub -unit connection and tie -beam, crossbearer be for girder along vertical direction evenly distributed, tie -beam and crossbearer parallel arrangement, and girder upper portion sets up a plurality of hoisting points, the hoisting point lower part that corresponds the girder set up the tie -beam, the crossbearer be the isosceles trapezoid frame, the mid point position of its two waist sets up stablizes the roof beam, stablizes the roof beam and is on a parallel with the girder, stablize the roof beam and connect overall crossbearer, but crossbearer and girder depacketizing dress. The problem of the precast beam reinforcing bar gallows volume of welding technique preparation great, it is inconvenient to remove is solved, though and simple precast beam removes the gallows and carry after the construction easily, at the in -process of removal precast beam, the gallows often can produce the problem of by a wide margin rocking.
Description
Technical field
This utility model relates to the hanging device of mobile precast beam in science of bridge building, is specifically related to a kind of precast beam reinforced bar suspension bracket.
Background technology
In prior art, for ensureing the steadiness of precast beam reinforced bar suspension bracket, frequently with solder technology, all component of suspension bracket is linked together, but all use the precast beam suspension bracket volume being welded and fixed bigger, mobile difficulty, workmen is often abandoned after construction, is caused the waste of steel.Although and also have some relatively simple precast beam suspension brackets mobile light after construction completes in prior art, but in work progress, during mobile precast beam, the steadiness of suspension bracket is poor, easily rocks, causes the very big inconvenience of workmen.The most traditional precast beam reinforced bar suspension bracket needs further to improve.
Utility model content
For above-mentioned technical problem, this utility model provides a kind of precast beam reinforced bar suspension bracket, and the precast beam reinforced bar suspension bracket volume solving solder technology making is relatively big, the problem of mobile inconvenience；Although and simple precast beam travelling bridge easily carries after construction, but during movement precast beam, suspension bracket often produces the problem significantly rocked.
The technical scheme is that a kind of precast beam reinforced bar suspension bracket, including parallel girders some in same plane, girder bottom connects some crossbearers and tie-beam, crossbearer is vertically uniformly distributed relative to girder, tie-beam be arranged in parallel with crossbearer, girder top arranges some suspension centres, the bottom of described suspension centre correspondence girder arranges tie-beam, described crossbearer is isosceles trapezoid framework, including cross tube and sheer pole, cross tube is connected with girder bottom, vertical rod and brace is fixed by connecting plate between cross tube and sheer pole, the point midway being in outside brace arranges stable beam, stablize beam and be parallel to girder, stablize beam and connect whole crossbearers, described crossbearer and the detachable assembling of girder.
Described vertical rod is three and arranges along sheer pole length direction homogeneous vertical, upper and lower cross bar point midway is fixed on by connecting plate respectively in middle vertical rod upper end, lower end, cross tube two ends are fixed on by connecting plate in the vertical rod upper end of both sides, and the vertical direction of both sides vertical rod lower end edge cross tube is fixed on sheer pole by connecting plate.
Described brace is four, the jib head in each outside is fixed on cross tube two ends by connecting plate, the brace lower end in each outside is welded in sheer pole two ends, each inner side jib head is fixed on cross tube two ends by connecting plate, and the point midway of sheer pole is fixed in brace lower end, each inner side by connecting plate.
Arranging connecting plate between described girder and cross tube, described girder, sheer pole and connecting plate are fixed by screw bolt and nut.
Described girder is fixed by screw bolt and nut with tie-beam.
Between described cross tube and connecting plate, reinforcing plate is set.
Girder and crossbearer, when needs use, can be assembled by this utility model by screw bolt and nut, after using, taken apart with crossbearer by girder, convenient transport.It addition, crossbearer is isosceles trapezoid framework, multiple isosceles trapezoid frameworks are connected by stable beam, make precast beam reinforced bar suspension bracket have more preferable stability.
Accompanying drawing explanation
Fig. 1 is front view of the present utility model.
Fig. 2 is the A-A sectional view of Fig. 1.
Fig. 3 be Fig. 1 suspension centre with girder, tie-beam coordinate schematic diagram.
Detailed description of the invention
Below in conjunction with Figure of description and specific embodiment, the utility model is described in further detail.
Embodiment
1
:
nullThis utility model provides a kind of precast beam reinforced bar suspension bracket，A kind of precast beam reinforced bar suspension bracket as shown in Figure 1，It is made up of three parallel girders 5 being generally aligned in the same plane，The bottom of girder 5 arranges 17 crossbearers，17 crossbearers 1 are evenly distributed along the direction vertical with girder 5，As shown in Figure 1，From left to right，Point midway between the 7th crossbearer 1 with the 8th crossbearer 1 arranges the tie-beam 4 parallel with crossbearer 1，Point midway between 8th crossbearer 1 and the 9th crossbearer 1 arranges tie-beam 4 parallel with crossbearer 1，Point midway between 9th crossbearer 1 and the tenth crossbearer 1 arranges the tie-beam 4 parallel with crossbearer 1，Point midway between 16th crossbearer 1 and the 17th crossbearer 1 arranges the tie-beam 4 parallel with crossbearer 1，Tie-beam 4 is connected by screw bolt and nut with girder 5 bottom，Tie-beam 4 on the right side of 7th crossbearer 1 and the 9th crossbearer 1 includes six intersection points with girder 5 junction，As shown in Figure 3，Girder 5 top of described position of intersecting point arranges suspension centre 3.As in figure 2 it is shown, described crossbearer 1 is isosceles trapezoid framework, isosceles trapezoid framework includes that cross tube 7 and sheer pole 17, described cross tube 7 top arrange connecting plate 6, and girder 5 bottom is connected by screw bolt and nut with cross tube 7 and connecting plate 6.By reinforcing plate 8 fixed connecting plate 9 and connecting plate 10 below cross tube 7, cross tube 7 left end arranges connecting plate 9, and middle part arranges connecting plate 10, and right-hand member arranges connecting plate 9, and connecting plate 9 is right-angle connecting plate, and connecting plate 10 is T-shaped connecting plate.Cross tube 7 left end and the vertical rod 11 respectively of right-hand member bottom, described vertical rod 11 is vertical with cross tube 7, and described connecting plate 9 fixes one end of vertical rod 11, and the other end of vertical rod 11 is fixed by connecting plate 14 with sheer pole 17, and connecting plate 14 lower end arranges hooking device.Described cross tube 7 left end and the bottom of right-hand member are respectively provided with brace 12, and one end of brace 12 is fixed by connecting plate 9, and the other end of brace 12 connects the end points of sheer pole 17.The lower section of cross tube 7 point midway arranges vertical rod 11, and vertical rod 11 is perpendicular to cross tube 7, and one end of vertical rod 11 is fixed by connecting plate 10, and the other end of vertical rod 11 is fixed on sheer pole 17 by connecting plate 15, and connecting plate 15 is T-shaped connecting plate.As shown in Figure 2, brace 13 is set between cross tube 7 and sheer pole 17, one end of brace 13 is connected to cross tube 7 bottom by connecting plate 9, the other end of brace 13 is fixed on the top of sheer pole 17 by connecting plate 15, described connecting plate 15 is positioned at the point midway of sheer pole 17, and the bottom of connecting plate 15 arranges hooking device.Arranging connecting plate 16 between described adapter 14 and the two-end-point of sheer pole 17, described connecting plate 16 is arranged at the point midway of adapter 14 and sheer pole 17 end points, and described connecting plate 16 bottom arranges hooking device；Outside brace 12 point midway of described isosceles trapezoid framework arranges stable beam 18, stablizes beam 18 parallel with girder 5, is linked together by the crossbearer 1 that 17 parallel.Each assembly of described isosceles trapezoid framework is by being welded and fixed, and the stable beam 18 of isosceles trapezoid framework is assembled by screw bolt and nut.
This utility model is when specifically used, workmen is by the most arranged in parallel for girder 5, tie-beam 4 is fixed by screw bolt and nut in girder 5 bottom, then by welding manner, the connecting plate of crossbearer 1 is fixed with assemblies such as cross tube 7, sheer poles 17, it is assembled into isosceles trapezoid framework, the cross tube 7 of isosceles trapezoid framework, connecting plate 6 are fixed by screw bolt and nut with girder 5 bottom, being linked together by all crossbearers 1 by screw bolt and nut by stable beam 18, suspension centre 3 is fixed by screw bolt and nut in girder 5 top.
Obviously, those skilled in the art can carry out various change and modification without departing from the spirit and scope of the present invention to this utility model.So, if these amendments of the present utility model and modification belong within the scope of this utility model claim and equivalent technologies thereof, then this utility model is also intended to comprise these change and modification.
The content not being described in detail in this specification belongs to prior art known to professional and technical personnel in the field.
Claims (6)
1. a precast beam reinforced bar suspension bracket, including parallel girders some in same plane, girder bottom connects some crossbearers and tie-beam, crossbearer is vertically uniformly distributed relative to girder, tie-beam be arranged in parallel with crossbearer, girder top arranges some suspension centres, the bottom of described suspension centre correspondence girder arranges tie-beam, it is characterized in that, described crossbearer is isosceles trapezoid framework, including cross tube and sheer pole, cross tube is connected with girder bottom, vertical rod and brace is fixed by connecting plate between cross tube and sheer pole, the point midway being in outside brace arranges stable beam, stablize beam and be parallel to girder, stablize beam and connect whole crossbearers, described crossbearer and the detachable assembling of girder.
A kind of precast beam reinforced bar suspension bracket the most according to claim 1, it is characterized in that, described vertical rod is three and arranges along sheer pole length direction homogeneous vertical, upper and lower cross bar point midway is fixed on by connecting plate respectively in middle vertical rod upper end, lower end, cross tube two ends are fixed on by connecting plate in the vertical rod upper end of both sides, and the vertical direction of both sides vertical rod lower end edge cross tube is fixed on sheer pole by connecting plate.
A kind of precast beam reinforced bar suspension bracket the most according to claim 1, it is characterized in that, described brace is four, the jib head in each outside is fixed on cross tube two ends by connecting plate, the brace lower end in each outside is welded in sheer pole two ends, each inner side jib head is fixed on cross tube two ends by connecting plate, and the point midway of sheer pole is fixed in brace lower end, each inner side by connecting plate.
A kind of precast beam reinforced bar suspension bracket the most according to claim 1, it is characterised in that arranging connecting plate between described girder and cross tube, described girder, sheer pole and connecting plate are fixed by screw bolt and nut.
A kind of precast beam reinforced bar suspension bracket the most according to claim 1, it is characterised in that described girder is fixed by screw bolt and nut with tie-beam.
A kind of precast beam reinforced bar suspension bracket the most according to claim 1, it is characterised in that between described cross tube and connecting plate, reinforcing plate is set.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620265042.2U CN205527285U (en) | 2016-04-01 | 2016-04-01 | Precast beam reinforcing bar gallows |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620265042.2U CN205527285U (en) | 2016-04-01 | 2016-04-01 | Precast beam reinforcing bar gallows |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205527285U true CN205527285U (en) | 2016-08-31 |
Family
ID=57140436
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620265042.2U Expired - Fee Related CN205527285U (en) | 2016-04-01 | 2016-04-01 | Precast beam reinforcing bar gallows |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205527285U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107060345A (en) * | 2017-05-13 | 2017-08-18 | 黄坤坤 | Precast facade hanging plate changes hook construction method in the air |
| CN108915239A (en) * | 2018-07-26 | 2018-11-30 | 丁海丰 | A kind of scaffold lifting bearing equipment for construction |
-
2016
- 2016-04-01 CN CN201620265042.2U patent/CN205527285U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107060345A (en) * | 2017-05-13 | 2017-08-18 | 黄坤坤 | Precast facade hanging plate changes hook construction method in the air |
| CN108915239A (en) * | 2018-07-26 | 2018-11-30 | 丁海丰 | A kind of scaffold lifting bearing equipment for construction |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20160831 Termination date: 20210401 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |