CN217104748U - Beam moving device for positioning amplitude box beam - Google Patents
Beam moving device for positioning amplitude box beam Download PDFInfo
- Publication number
- CN217104748U CN217104748U CN202220723169.XU CN202220723169U CN217104748U CN 217104748 U CN217104748 U CN 217104748U CN 202220723169 U CN202220723169 U CN 202220723169U CN 217104748 U CN217104748 U CN 217104748U
- Authority
- CN
- China
- Prior art keywords
- roof beam
- jack
- rail
- transverse moving
- transverse
- 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
Images
Landscapes
- Bridges Or Land Bridges (AREA)
Abstract
The utility model discloses a move roof beam device for becoming width of cloth case roof beam take one's place, include: the transverse moving track is arranged above the pier top cover beam; the mounting seat is fixedly connected with the transverse rail and is provided with a plurality of mounting positions in the length direction of the transverse rail; the bearing vehicle is used for bearing the box girder to be displaced and is connected with the transverse moving track in a sliding manner; and the jack is arranged above the transverse rail, one end of the jack is connected with the mounting seat, and the other end of the jack is connected with the bearing vehicle. The utility model provides a move roof beam device for becoming width of cloth case roof beam take one's place, simple structure, easily equipment is used, and it drops into for a short time, and is with low costs, can cooperate the frame bridge crane to carry out the frame roof beam construction, will only rely on the frame bridge crane can not install the case roof beam that targets in place and violently move to the design position, satisfy the case roof beam requirement of taking one's place that becomes width of cloth case roof beam construction.
Description
Technical Field
The utility model belongs to the technical field of the bridge installation technique and specifically relates to a move roof beam device for becoming width of cloth case roof beam and taking one's place is related to.
Background
Along with the urbanization construction of China, the scale of construction projects such as urban viaducts, expressways and the like is continuously enlarged, and part of bridges are designed in a variable width mode, so that a lot of difficulties are brought to the adoption of bridge girder erection machines for erecting the girders, for example, the amplitude-variable box girders cannot be completely installed in place only by using bridge girder erection machines. At present, two solutions are mainly adopted, firstly, a temporary construction platform is built by embedding rigid supports at variable-amplitude piers, and the problem that front supporting legs, middle supporting legs and rear supporting legs of a bridge girder erection machine have no firm stress points is solved, the method needs to plan in advance, the rigid supports are embedded, and the rigid supports and the construction platform are dismantled after construction is completed, so that the cost investment is high; secondly, a girder transporting channel is built under the bridge, and the box girder is hoisted by the automobile crane to be installed at the designed position from the under the bridge, so that the method is high in investment cost and high in safety risk, and if buildings, rivers and lakes exist under the bridge, the girder transporting channel and the crane station cannot be built, and the method cannot be realized.
Disclosure of Invention
In order to solve the problem, the utility model provides a move roof beam device for becoming width of cloth case roof beam take one's place specifically can take following technical scheme:
a move roof beam device for becoming width of cloth case roof beam take one's place, include
The transverse moving track is arranged above the pier top cover beam;
the mounting seat is fixedly connected with the transverse rail and is provided with a plurality of mounting positions in the length direction of the transverse rail;
the bearing vehicle is used for bearing the box girder to be displaced and is connected with the transverse moving track in a sliding manner;
and the jack is arranged above the transverse rail, one end of the jack is connected with the mounting seat, and the other end of the jack is connected with the bearing vehicle.
The transverse moving track is composed of two P24 steel rails arranged in parallel, two ends of the P24 steel rail are connected through high-strength bolts, and a plurality of mounting holes are formed in the rail body of the P24 steel rail at intervals.
The mounting seat comprises a door-shaped straddle seat matched with the transverse moving track, a first insertion hole is formed in the door-shaped straddle seat, a pair of mounting plates is arranged at the top of the door-shaped straddle seat, and a second insertion hole is formed in the mounting plates.
The bearing vehicle comprises a vehicle body made of channel steel, a connecting seat is arranged at one end of the vehicle body, and a third inserting hole is formed in the connecting seat.
The channel steel is provided with a downward opening matched with the transverse track, and a polytetrafluoroethylene plate is arranged on the top surface of the inner side of the channel steel.
And the jack is connected with a hydraulic pump station of the front leg of the bridge girder erection machine through a hydraulic oil pipe.
The utility model provides a move roof beam device for becoming width of cloth case roof beam take one's place, simple structure, easily equipment is used, and it drops into for a short time, and is with low costs, can cooperate the frame bridge crane to carry out the frame roof beam construction, will only rely on the frame bridge crane can not install the case roof beam that targets in place and violently move to the design position, satisfy the case roof beam requirement of taking one's place that becomes width of cloth case roof beam construction.
Drawings
Fig. 1 is a schematic structural diagram of the present invention.
Fig. 2 is a schematic view of the displacement process of the box girder according to the present invention.
Detailed Description
A move roof beam device for becoming width of cloth case roof beam take one's place, include:
the transverse moving track is arranged above the pier top cover beam;
the mounting seat is fixedly connected with the transverse rail and is provided with a plurality of mounting positions in the length direction of the transverse rail;
the bearing vehicle is used for bearing the box girder to be displaced and is connected with the transverse moving track in a sliding manner;
and the jack is arranged above the transverse rail, one end of the jack is connected with the mounting seat, and the other end of the jack is connected with the bearing vehicle.
The embodiments of the present invention will be described in detail with reference to the accompanying drawings, and the embodiments are implemented on the premise of the technical solution of the present invention, and detailed embodiments and specific construction processes are given, but the scope of the present invention is not limited to the following embodiments.
As shown in figure 1, the transverse moving track 1 is composed of two parallel 6-meter-long P24 steel rails, holes are drilled at two ends of the rails and connected and fixed into a whole by high-strength bolts, and round holes with the diameter of 2cm are drilled in the middle of the rail web every 50cm to be used as mounting holes 21, so that the jack 2 can be conveniently fixed. The mounting seat 3 is formed by welding steel plates, comprises a door-shaped cross seat matched with the transverse moving track 1, and is provided with a first insertion hole 31 (used for being connected with the mounting hole 21), a pair of mounting plates are arranged at the top of the door-shaped cross seat, and a second insertion hole 32 (used for being connected with the jack 2) is arranged on the mounting plates. The bearing vehicle 4 adopts 18-shaped channel steel with the length of 120cm as a vehicle body, the opening of the channel steel is downwards matched with the transverse track 1, and a polytetrafluoroethylene plate is arranged on the top surface of the inner side of the channel steel in order to reduce friction; secondly, one end of the channel steel car body is welded with a pair of steel plates as a connecting seat, and the connecting seat is provided with a third inserting hole 41 (used for connecting the jack 2). The jack 2 is located between the mounting seat 3 and the bearing vehicle 4, two ends of the jack are respectively connected with the mounting seat 3 and the bearing vehicle 4 through high-strength bolts, a hydraulic oil cylinder with the stroke of 1m and 100 tons is usually adopted, and the used working fluid is connected with a front leg hydraulic pump station of the bridge girder erection machine through a hydraulic oil pipe.
When in use, the method comprises the following steps (see figure 2): firstly, an electric hoist of a crane trolley in front of a bridge girder erection machine is used for hoisting the transverse moving track 1 to a square timber with a front cover beam put in place. Lubricating grease is smeared on the rail top of the transverse moving rail 1, the bearing vehicle 4 is placed above the transverse moving rail 1 for assembly, the mounting base 3 is fixed on the transverse moving rail 1 through a high-strength bolt, then the jack 2 is mounted between the mounting base 3 and the bearing vehicle 4, the oil inlet pipe and the oil outlet pipe of the jack 2 are connected with a front support leg hydraulic pump station of the bridge girder erection machine, and power is provided by the pump station. Secondly, the rear end of the box girder M to be displaced falls on the designed position support by using a bridge girder erection machine, the front end falls on the bearing vehicle 4, and the steel wire rope is removed. Thirdly, starting the front support leg pump station, slowly pushing the carrying vehicle 4 to move leftwards at a constant speed by the jack 2, and fixing the carrying vehicle 4 after moving for 50 cm; the high-strength bolt between the mounting base 3 and the traverse rail 1 is removed (the 1 st hole is penetrated), the jack 2 is retracted by 50cm, and then the mounting base 3 and the traverse rail 1 are reconnected (the 2 nd hole is penetrated). Fourthly, repeating the third step for multiple times, and pushing the box girder M to be displaced to the designed position in a mode that the jack 2 pushes the box girder M to be displaced to transversely move leftwards and the position of the mounting base 3 is continuously changed. Finally, utilize two 100 tons of low-height jacks will wait to shift the box girder M jacking 2cm, move with the bridge girder erection machine overhead crane calabash the utility model discloses, then place the rubber support in place, return and contract back low-height jack and make and wait to shift box girder M and slowly fall to the rubber support, finish this beam shifting operation.
It should be noted that in the description of the present invention, terms of orientation or positional relationship such as "front", "rear", "left", "right", "vertical", "horizontal", "inner", "outer", etc., are based on the orientation or positional relationship shown in the drawings, and are only for convenience of description and simplification of description, but do not indicate or imply that the device or element referred to must have a specific orientation, be constructed and operated in a specific orientation, and thus, should not be construed as limiting the present invention.
Claims (6)
1. A move roof beam device for becoming width of cloth case roof beam is taken one's place which characterized in that: comprises that
The transverse moving track is arranged above the pier top cover beam;
the mounting seat is fixedly connected with the transverse moving rail and is provided with a plurality of mounting positions in the length direction of the transverse moving rail;
the bearing vehicle is used for bearing the box girder to be displaced and is connected with the transverse moving track in a sliding manner;
and the jack is arranged above the transverse rail, one end of the jack is connected with the mounting seat, and the other end of the jack is connected with the bearing vehicle.
2. The beam displacement device for positioning a horn beam as defined in claim 1, wherein: the transverse moving track is composed of two P24 steel rails arranged in parallel, two ends of the P24 steel rail are connected through high-strength bolts, and a plurality of mounting holes are formed in the rail body of the P24 steel rail at intervals.
3. The beam displacement device for positioning a horn beam as defined in claim 1, wherein: the mounting seat comprises a door-shaped straddle seat matched with the transverse moving track, a first insertion hole is formed in the door-shaped straddle seat, a pair of mounting plates is arranged at the top of the door-shaped straddle seat, and a second insertion hole is formed in the mounting plates.
4. The beam displacement device for positioning a horn beam as defined in claim 1, wherein: the bearing vehicle comprises a vehicle body made of channel steel, a connecting seat is arranged at one end of the vehicle body, and a third inserting hole is formed in the connecting seat.
5. The beam displacement device for positioning a horn beam as defined in claim 4, wherein: the channel steel is provided with a downward opening matched with the transverse track, and a polytetrafluoroethylene plate is arranged on the top surface of the inner side of the channel steel.
6. The beam displacement device for positioning a horn beam as defined in claim 1, wherein: and the jack is connected with a hydraulic pump station of the front leg of the bridge girder erection machine through a hydraulic oil pipe.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202220723169.XU CN217104748U (en) | 2022-03-31 | 2022-03-31 | Beam moving device for positioning amplitude box beam |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202220723169.XU CN217104748U (en) | 2022-03-31 | 2022-03-31 | Beam moving device for positioning amplitude box beam |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN217104748U true CN217104748U (en) | 2022-08-02 |
Family
ID=82578514
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202220723169.XU Active CN217104748U (en) | 2022-03-31 | 2022-03-31 | Beam moving device for positioning amplitude box beam |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN217104748U (en) |
-
2022
- 2022-03-31 CN CN202220723169.XU patent/CN217104748U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN110952550B (en) | Suspended self-supporting pile driving method and pile driver | |
| CN116289620A (en) | Box girder steel bar part combined type conveying device and method | |
| CN112030777B (en) | Descending movable formwork support bracket crossing type transfer construction method | |
| CN217104748U (en) | Beam moving device for positioning amplitude box beam | |
| CN2466125Y (en) | Self-lifting internal creeping lifting-up system | |
| CN212670638U (en) | Automatic walking type movable formwork suitable for construction of box type pipe gallery partition plate | |
| CN112482317A (en) | Door slot second-stage concrete self-climbing slip form pouring system and construction method | |
| CN209260561U (en) | A kind of integration Bridge Erector | |
| CN1603224A (en) | Integrally turning method of tower crane | |
| CN217781749U (en) | Hanging basket counter-force pre-pressing device | |
| CN1598147A (en) | Technology of changing railway switch construction and its equipment of changing railway switch | |
| CN116199115A (en) | Plate-and-frame filter press mounting method | |
| CN210421166U (en) | Large-scale prefabricated piping lane pushes away construction structures | |
| CN212335771U (en) | Descending movable formwork demolishs auxiliary device based on it is convenient | |
| CN110359492B (en) | Construction method of large prefabricated pipe gallery | |
| CN111139742B (en) | Method for mounting and dismounting highway bridge girder erection machine | |
| CN211645930U (en) | Tunnel inverted arch construction trestle | |
| CN2466126Y (en) | Self-lifting internal creeping lifting-up system | |
| CN107285209A (en) | A kind of Novel U-shaped erection equipment and its operating method | |
| CN111827124A (en) | T-beam transverse prestress tensioning auxiliary device, mounting method and using method | |
| CN112921718A (en) | Continuous jacking and mounting device for light rail track beam and using method thereof | |
| CN2440891Y (en) | Lower railing mechanism for horizontal movement of construction | |
| CN213679518U (en) | Asynchronous cradle with gantry crane | |
| CN111516137A (en) | Hydraulic integral movable prefabricated box girder web plate reinforcing steel bar jig frame and construction method | |
| CN212559177U (en) | Lifting mechanism of bridge inspection vehicle |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |