CN203740997U - Slip ship system for transversely moving prefabricated beam - Google Patents
Slip ship system for transversely moving prefabricated beam Download PDFInfo
- Publication number
- CN203740997U CN203740997U CN201420028050.6U CN201420028050U CN203740997U CN 203740997 U CN203740997 U CN 203740997U CN 201420028050 U CN201420028050 U CN 201420028050U CN 203740997 U CN203740997 U CN 203740997U
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- CN
- China
- Prior art keywords
- slip
- pedestal
- hydraulic jack
- ship
- double
- Prior art date
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Abstract
The utility model discloses a slip ship system for transversely moving a prefabricated beam. The slip ship system is characterized by comprises a pedestal, a hydraulic jack, double-rail slide ways, fixed pulley sets, steel wire ropes, square wood, slip ships and a winch. The hydraulic jack is arranged in cavities of two ends of the pedestal. The prefabricated beam to be transversely moved is arranged on the hydraulic jack in the cavities in an erecting mode. The bottoms of the two ends of the prefabricated beam to be transversely moved are provided with the double-rail slide ways transversely penetrating. The double-rail slide ways are arranged on the pedestal in an erecting mode through the square wood. The double-rail slide ways are provided with the slip ships in a guiding and matching mode. Each slip ship is composed of idler wheels, a slip ship body and steel channel supports. The slip ships are connected with the winch at end of the beam storing pedestal through the steel wire ropes and the fixed pulley sets. The slip ship system is reasonable in structural design, easy to install and operate, and low in operating cost; the equipment is simple, the construction efficiency is high, and the use requirement is met.
Description
Technical field
The utility model relates to the traversing sliding boat system of a kind of precast beam, more particularly, is especially applied to precast beam field pedestal limited amount, is the precast beam crossing system that ensures that the prefabricated progress of the normal acceleration of the turnover of beam field pedestal is used.
Background technology
Certain municipal science of bridge building has 104 case beams, and prefabricated place is arranged on urban district, and place is less, pedestal quantity and move beam equipment and be subject to place restriction.In order to ensure the normal turnover of beam field pedestal, accelerate the prefabricated progress of case beam, therefore adopt the traversing sliding boat system of precast beam will effectively improve operating efficiency and construction quality.
The existing beam mode of moving: adopt gauntry crane and equalizing bar to bundle hoisting prefabricated beam, have following problem in practice of construction:
1, hanging beam needs enough places with gauntry crane installation and operation, is subject to place restriction large;
2, hanging beam is high by gauntry crane equipment operation cost.
Utility model content
The purpose of this utility model is the deficiency in order to make up prior art, provides a kind of precast beam traversing sliding boat system.
The utility model is achieved through the following technical solutions:
The traversing sliding boat system of a kind of precast beam, is characterized in that: this system is made up of pedestal, hydraulic jack, twin rail runway, fixed pulley group, steel rope, the lumps of wood, sliding ship, winch; Described hydraulic jack is positioned in the cavity at pedestal both ends, added being provided with of described cavity hydraulic jack treated traversing precast beam, and treat that bottom, traversing precast beam two ends is provided with the twin rail runway crossing, described twin rail runway has set up on pedestal by the lumps of wood, on described twin rail runway, guiding cooperation is provided with sliding ship, described sliding ship is made up of roller, sliding ship hull and channel-section steel support, and described sliding ship is connected by steel rope, fixed pulley group and the winch of depositing beam pedestal end.
Its principle is: in the time that pile foundation needs clear hole, silt particle disengagement gear is installed, mud from the side mud induction pipe pumps into, in disengagement gear, form eddy current by High-Pressure Water, rely on the large silt particle sand of centrifugal principle quality to be sink to bottom of device by eddy current, open valve, can constantly discharge by pumping pressure, mud after separation utilizes vortex centrifugal principle to rotate to top, discharges by the mud outlet at top.
The utility model has the advantages that:
The utility model reasonable in design, it is installed, operation is simple, and operation cost is low; Equipment is simple, and operating efficiency is high, has met operating needs.
Brief description of the drawings
Fig. 1 is the utility model structural representation.
Fig. 2 is the A-A cross-sectional view in Fig. 1.
Fig. 3 is the B-B cross-sectional view in Fig. 1.
Fig. 4 is the C-C cross-sectional view in Fig. 1.
Fig. 5 is the D-D cross-sectional view in Fig. 1.
Detailed description of the invention
Referring to accompanying drawing, the traversing sliding boat system of a kind of precast beam, is made up of hydraulic jack 1, twin rail runway 2, fixed pulley group, steel rope 4, the lumps of wood 5, sliding ship 6, winch 7; The traversing sliding boat system of described precast beam is applied to the traversing beam of depositing in beam field, traversing point of beam of precast beam and two operations of sliding beam.When beam, utilize be arranged at pedestal two ends hydraulic jack 1 branch by precast beam jack-up to specified altitude assignment, cross twin rail runway 2 in beam two ends bottoms, between twin rail runway 2 and pedestal 8, place the lumps of wood 5, on twin rail runway 2, place and slide ship 6.After placing steadily, measure sliding ship 6 with spirit level and ensure transverse horizontal.Then open jack 1 fuel-return valve and slowly will at the bottom of beam, fall within on sliding ship 6, remove hydraulic jack 1, after beam body is laid steadily, between beam wing plate and sliding ship 6, the lumps of wood 5 supportings are set.When sliding beam, utilize steel rope 4, fixed pulley group by sliding ship 6 and be arranged on the winch 7 of depositing beam pedestal two ends to be connected firmly, winch 7 moves until deposit beam pedestal with the sliding ship 6 of speed drawing that is less than 5 ms/min in the situation that keeping precast beam two ends synchronous.At described sliding ship roller 6a, sliding ship hull 6b and channel-section steel support 6c composition.
Claims (1)
1. the traversing sliding boat system of precast beam, is characterized in that: this system is made up of pedestal, hydraulic jack, twin rail runway, fixed pulley group, steel rope, the lumps of wood, sliding ship, winch; Described hydraulic jack is positioned in the cavity at pedestal both ends, added being provided with of described cavity hydraulic jack treated traversing precast beam, and treat that bottom, traversing precast beam two ends is provided with the twin rail runway crossing, described twin rail runway has set up on pedestal by the lumps of wood, on described twin rail runway, guiding cooperation is provided with sliding ship, described sliding ship is made up of roller, sliding ship hull and channel-section steel support, and described sliding ship is connected by steel rope, fixed pulley group and the winch of depositing beam pedestal end.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420028050.6U CN203740997U (en) | 2014-01-16 | 2014-01-16 | Slip ship system for transversely moving prefabricated beam |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420028050.6U CN203740997U (en) | 2014-01-16 | 2014-01-16 | Slip ship system for transversely moving prefabricated beam |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203740997U true CN203740997U (en) | 2014-07-30 |
Family
ID=51340825
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420028050.6U Expired - Fee Related CN203740997U (en) | 2014-01-16 | 2014-01-16 | Slip ship system for transversely moving prefabricated beam |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203740997U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105200927A (en) * | 2015-10-29 | 2015-12-30 | 成都华川公路建设集团有限公司 | Construction method of beam fabricating on beam of bridge engineering |
-
2014
- 2014-01-16 CN CN201420028050.6U patent/CN203740997U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105200927A (en) * | 2015-10-29 | 2015-12-30 | 成都华川公路建设集团有限公司 | Construction method of beam fabricating on beam of bridge engineering |
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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: 20140730 Termination date: 20220116 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |