CN205438876U - Whole shaping design die carrier of plate -girder steel reinforcement cage - Google Patents
Whole shaping design die carrier of plate -girder steel reinforcement cage Download PDFInfo
- Publication number
- CN205438876U CN205438876U CN201620231287.3U CN201620231287U CN205438876U CN 205438876 U CN205438876 U CN 205438876U CN 201620231287 U CN201620231287 U CN 201620231287U CN 205438876 U CN205438876 U CN 205438876U
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- mould bases
- die carrier
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- vertical
- pole
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Abstract
The utility model relates to a whole shaping design die carrier of plate -girder steel reinforcement cage, the die carrier is by die carrier horizontal pole, die carrier pole setting, diagonal bracing, spacer bar, arc recess, vertical die -pin, spacing steel sheet, vertical die -pin, die carrier upper strata vertical pole, die carrier lower floor vertical pole, cantilever bar. The die carrier pole setting is in the same place with die carrier horizontal pole and the vertical pole welded fastening of die carrier lower floor to set up diagonal bracing, the symmetry sets up the vertical die -pin of root on the die carrier horizontal pole, cantilever bar one end is connected with the die carrier horizontal pole, and the screw steel sheet is taken to other end setting, die carrier upper strata vertical pole passes through bolt B to be fixed on the die carrier horizontal pole. The utility model relates to a structure has an easy dismounting, and the efficiency of construction is high, for the whole ligature shaping of plate -girder reinforcing bar provides the characteristics such as location of high precision, has better economic technology benefit.
Description
Technical field
This utility model relates to plate-girder steel reinforcement cage global formation sizing mould bases.
Background technology
Bridge is the key project of road construction, and beam bridge is in occupation of leading position in science of bridge building, and wherein the processing of precast plate girder steel bar overall binding and installation quality and progress monitoring are the emphasis in plate-girder prefabricated construction and difficult point.
The global formation using sizing mould bases to carry out steel reinforcement cage in the prefabricated construction of plate-girder makes; it can be separated with the concreting maintenance molding of plate-girder; making and the installation of steel reinforcement cage can carry out large-scale production; eliminate reinforcing bar binding and installing engineering progress in common process to be limited by beam slab precast base quantity and affected; make reinforcing bar binding and installation are converted into parallel operations with model sheetinstallat by line production in common process, thus improve beam slab precast construction progress.
In consideration of it, need utility model one easy accessibility at present badly, speed of application is fast, provides the plate-girder steel reinforcement cage global formation sizing mould bases of the location of high precision for plate-girder steel bar overall binding molding.
Utility model content
The purpose of this utility model is to provide a kind of easy accessibility, and speed of application is fast, provides the plate-girder steel reinforcement cage global formation sizing mould bases of the location of high precision for plate-girder steel bar overall binding molding.
For achieving the above object, this utility model have employed techniques below scheme:
A kind of plate-girder steel reinforcement cage global formation sizing mould bases, including mould bases cross bar, mould bases vertical rod, skewed horizontal load, vertical pressure pin, spacing steel plate, longitudinal pressure pin, mould bases upper strata vertical pole, mould bases lower floor vertical pole, cantilever lever.Together with mould bases vertical rod is welded and fixed with mould bases cross bar and mould bases lower floor vertical pole, and skewed horizontal load is set；The vertical pressure pin of root it is symmetrical arranged on mould bases cross bar；Cantilever lever one end is connected with mould bases cross bar, and the other end arranges band screw steel plate；Mould bases upper strata vertical pole is fixed on mould bases cross bar by bolt B.Spacer bar is set on mould bases cross bar, between adjacent positioned reinforcing bar, arc groove is set.
On described mould bases lower floor vertical pole, spacer bar is set.
Described spacing steel plate is fixed on cantilever lever by bolt A.
Described vertical pressure pin top arranges groove, and longitudinal pressure pin is fixed in groove.
This utility model has following feature and a beneficial effect:
(1) changing traditional direct construction technology of assembling reinforcement on precast beam pedestal, greatly reduce and take precast pedestal and the time of plate-girder template, construction period substantially shortens.
(2) can quick and precisely location-plate beam steel position, preformed hole and built-in fitting position, extract dismountable molded base part after top bars colligation out, do not affect the integral hoisting of steel reinforcement cage, improve reinforcing bar binding efficiency.
(3) whole mould bases can be processed into according to the overall dimensions of precast plate girder and thickness of protection tier, easy for installation.
Accompanying drawing explanation
Fig. 1 is this utility model plate-girder steel reinforcement cage global formation stock mould shelf structure schematic diagram；
Fig. 2 is this utility model plate-girder steel reinforcement cage global formation sizing mould bases side schematic view；
In figure: 1. mould bases cross bar；2. mould bases vertical rod；3. skewed horizontal load；4. spacer bar；5. arc groove；6. vertical pressure pin；7. groove；8. band screw steel plate；The most spacing steel plate；10. bolt A；11. lower floor's longitudinal reinforcements；12. lower floor's transverse steels；13. longitudinal pressure pins；14. mould bases upper strata vertical poles；15. bolt B；16. mould bases lower floor vertical poles；17. cantilever levers；18. upper strata longitudinal reinforcements；19. upper strata transverse steels.
Detailed description of the invention
Not stating tired in these enforcements such as present embodiment welding for steel structure technique, bolt connection construction technique, reinforcing bar binding construction technology, emphasis illustrates that this utility model relates to the embodiment of structure.
Fig. 1 is this utility model plate-girder steel reinforcement cage global formation stock mould shelf structure schematic diagram.With reference to shown in Fig. 1, this utility model plate-girder steel reinforcement cage global formation sizing mould bases specifically includes that mould bases cross bar 1, mould bases vertical rod 2, skewed horizontal load 3, spacer bar 4, arc groove 5, vertical pressure pin 6, spacing steel plate 9, longitudinal pressure pin 13, mould bases upper strata vertical pole 14, mould bases lower floor vertical pole 16, cantilever lever 17.
With reference to shown in Fig. 1, together with mould bases vertical rod 2 is welded and fixed with mould bases cross bar 1 and mould bases lower floor vertical pole 16, and skewed horizontal load 3 is set；2 vertical pressure pins 6 it are symmetrical arranged on mould bases cross bar 1；Cantilever lever 17 one end is connected with mould bases cross bar 1, and the other end arranges band screw steel plate 8；Mould bases upper strata vertical pole 14 is fixed on mould bases cross bar 1 by bolt B 15；Spacer bar 4 is set on mould bases cross bar 1, between adjacent positioned reinforcing bar, arc groove is set；On mould bases lower floor vertical pole 16, spacer bar 4 is set；Spacing steel plate 9 is fixed on cantilever lever 17 by bolt A10；Vertical pressure pin top arranges groove 7, and longitudinal pressure pin 13 is fixed in groove 7.
With reference to shown in Fig. 2, upper strata transverse steel 19 is placed on mould bases upper strata vertical pole 14, and is fixed by spacer bar 4 temporarily, and upper strata longitudinal reinforcement 18 is fixed by positioning bar 4 temporarily.
Claims (5)
1. a plate-girder steel reinforcement cage global formation sizing mould bases, it is characterised in that: include mould bases cross bar (1), mould bases vertical rod (2), skewed horizontal load (3), vertical pressure pin (6), spacing steel plate (9), longitudinal pressure pin (13), mould bases upper strata vertical pole (14), mould bases lower floor vertical pole (16) and cantilever lever (17)；Together with mould bases vertical rod (2) is welded and fixed with mould bases cross bar (1) and mould bases lower floor vertical pole (16), and skewed horizontal load (3) is set；2 vertical pressure pins (6) it are symmetrical arranged on mould bases cross bar (1)；Cantilever lever (17) one end is connected with mould bases cross bar (1), and the other end arranges band screw steel plate (8)；Mould bases upper strata vertical pole (14) is fixed on mould bases cross bar (1) by bolt B (15).
Plate-girder steel reinforcement cage global formation the most according to claim 1 sizing mould bases, it is characterised in that: on described mould bases cross bar (1), spacer bar (4) is set, arc groove (5) is set between adjacent positioned reinforcing bar.
Plate-girder steel reinforcement cage global formation the most according to claim 1 sizing mould bases, it is characterised in that: in described mould bases lower floor vertical pole (16), spacer bar (4) is set.
Plate-girder steel reinforcement cage global formation the most according to claim 1 sizing mould bases, it is characterised in that: described spacing steel plate (9) is fixed on cantilever lever (17) by bolt A (10).
Plate-girder steel reinforcement cage global formation the most according to claim 1 sizing mould bases, it is characterised in that: described vertical pressure pin (6) top arranges groove (7), and longitudinal pressure pin (13) is fixed in groove (7).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620231287.3U CN205438876U (en) | 2016-03-24 | 2016-03-24 | Whole shaping design die carrier of plate -girder steel reinforcement cage |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620231287.3U CN205438876U (en) | 2016-03-24 | 2016-03-24 | Whole shaping design die carrier of plate -girder steel reinforcement cage |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205438876U true CN205438876U (en) | 2016-08-10 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620231287.3U Expired - Fee Related CN205438876U (en) | 2016-03-24 | 2016-03-24 | Whole shaping design die carrier of plate -girder steel reinforcement cage |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205438876U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105855434A (en) * | 2016-03-24 | 2016-08-17 | 浙江大学城市学院 | Plate girder reinforcing cage integral forming shaping formwork and construction method |
-
2016
- 2016-03-24 CN CN201620231287.3U patent/CN205438876U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105855434A (en) * | 2016-03-24 | 2016-08-17 | 浙江大学城市学院 | Plate girder reinforcing cage integral forming shaping formwork and construction method |
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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: 20160810 Termination date: 20180324 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |