CN205529929U - Whole shaping die carrier of case back slab muscle - Google Patents
Whole shaping die carrier of case back slab muscle Download PDFInfo
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- CN205529929U CN205529929U CN201620232678.7U CN201620232678U CN205529929U CN 205529929 U CN205529929 U CN 205529929U CN 201620232678 U CN201620232678 U CN 201620232678U CN 205529929 U CN205529929 U CN 205529929U
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- mould bases
- die carrier
- steel pipe
- bar
- dismountable
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Abstract
The utility model relates to a whole shaping die carrier of case back slab muscle, the die carrier by die carrier horizontal pole, die carrier pole setting, die carrier lower floor indulge, diagonal bracing, die carrier cantilever bar, gag lever post, bracing piece, U type location muscle, steel pipe, L shaped steel pipe, the long layer vertical pole of die carrier. The die carrier pole setting is in the same place with die carrier horizontal pole and the horizontal pole welding of die carrier lower floor to set up diagonal bracing, die carrier pole setting outside symmetry set up the steel pipe, die carrier cantilever bar one end and die carrier pole setting welded fastening, the die carrier cantilever bar other end sets up the gag lever post, die carrier upper strata vertical pole sets up U type location muscle, set up arc positioning groove on the bracing piece, the bracing piece both ends are fixed at die carrier pole setting top, dismountable die carrier horizontal pole both ends respectively set up the L steel pipe, and L shaped steel pipe one end sets up dismountable die carrier location horizontal pole and constitutes dismountable die carrier. The utility model relates to a structure has an easy dismounting, and the efficiency of construction is high, puies forward high -precision 's characteristics such as location for the whole ligature shaping of case back slab muscle, has better economic technology benefit.
Description
Technical field
This utility model relates to box beam roof steel bar global formation mould bases, particularly relates to removable mould bases and the dismountable mould bases of upper strata lengthways main steel bar.
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 prefabricated case beam roof steel bar overall binding and installation quality and progress monitoring are the emphasis in beam slab prefabricated construction and difficult point.
At present, the process of prefabricated box-beam roof steel bar colligation usually completes in template after the base plate of box beam and web reinforcement colligation complete or carries out on top board colligation mould bases.It is long that traditional binding method has the disadvantage that prefabricated case beam roof steel bar process of binding takies time of precast pedestal and box girder formwork, is unfavorable for that the turnover of box beam pedestal and box girder formwork utilizes；Although the turnover of box beam pedestal and box girder formwork utilizes to use mould bases method assembling reinforcement to ensure that to a certain extent, but mould bases lacks the support to top bars colligation, and top bars colligation precision is low, and construction quality is difficult to ensure that.
In consideration of it, need utility model one easy accessibility at present badly, speed of application is fast, it is achieved the movement of mould bases, provides the box beam roof steel bar global formation mould bases of the location of high precision for box beam roof steel bar overall binding molding.
Utility model content
The purpose of this utility model is to overcome prior art not enough, it is provided that a kind of easy accessibility, and speed of application is fast, it is achieved the movement of mould bases, provides the box beam roof steel bar global formation mould bases of the location of high precision for box beam roof steel bar overall binding molding.
For achieving the above object, this utility model have employed techniques below scheme:
A kind of box beam roof steel bar global formation mould bases, including mould bases cross bar, mould bases vertical rod, mould bases lower floor vertical pole, skewed horizontal load, mould bases cantilever lever, gag lever post, support bar, U-shaped positioning bar, steel pipe, L-type steel pipe, mould bases long layer vertical pole.Mould bases vertical rod welds together with mould bases cross bar and mould bases lower floor vertical pole, and arranges skewed horizontal load, and outside mould bases vertical rod, symmetry arranges steel pipe；Mould bases cantilever lever one end is welded and fixed with mould bases vertical rod, and the mould bases cantilever lever other end arranges gag lever post；Mould bases upper strata vertical pole arranges U-shaped positioning bar；Arranging arc detent on support bar, support bar two ends are fixed on mould bases vertical rod top；Dismountable mould bases cross bar two ends respectively arrange L steel pipe, and L-type steel pipe one end arranges dismountable mould bases retention bar and forms dismountable mould bases.
Described mould bases bottom of upright rod arranges pulley, and is fixed by sizing mould bases by bolt and base built-in fitting, removes bolt sizing mould bases and can move.
Arranging arc detent on described dismountable mould bases retention bar, L-type steel pipe is interspersed in steel pipe.
The beneficial effects of the utility model are:
(1) changing traditional direct construction technology of assembling reinforcement on precast beam pedestal, greatly reduce the time taking precast pedestal and box girder formwork, construction period substantially shortens.
(2) can quick and precisely position box beam roof steel bar 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 prefabricated case beam top board and thickness of protection tier, easy for installation.
Accompanying drawing explanation
Fig. 1 is this utility model box beam roof steel bar global formation die carrier structure schematic diagram；
Fig. 2 is this utility model box beam roof steel bar global formation mould bases side schematic view；
In figure: 1. base；2. built-in fitting；3. bolt；4. mould bases cross bar；5. mould bases vertical rod；6. mould bases lower floor vertical pole；7. skewed horizontal load；8. pulley；9. mould bases cantilever lever；10. gag lever post；11. support bars；12.U type positioning bar；13. arc detents；14. stirrups；15. lower floor's lengthways main steel bars；16. steel pipes；17. dismountable mould bases retention bar；18. dismountable mould bases cross bars；19.L shape steel tube；20. mould bases upper strata vertical poles；21. upper strata lengthways main steel bars.
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 box beam roof steel bar global formation die carrier structure schematic diagram.With reference to shown in Fig. 1, this utility model box beam roof steel bar global formation mould bases specifically includes that mould bases cross bar 4, mould bases vertical rod 5, mould bases lower floor vertical pole 6, skewed horizontal load 7, mould bases cantilever lever 9, gag lever post 10, support bar 11, U-shaped positioning bar 12, steel pipe 16, L-type steel pipe 19, mould bases long layer vertical pole 20.
With reference to shown in Fig. 1, mould bases vertical rod 5 welds together with mould bases cross bar 4 and mould bases lower floor vertical pole 6, and arranges skewed horizontal load 7, and outside mould bases vertical rod 5, symmetry arranges steel pipe 16；Mould bases cantilever lever 9 one end is welded and fixed with mould bases vertical rod 5, and mould bases cantilever lever 9 other end arranges gag lever post 10；Dismountable mould bases cross bar 18 two ends respectively arrange L steel pipe 19, and L-type steel pipe 19 one end arranges dismountable mould bases retention bar 17 and forms dismountable mould bases；Pulley 8 is set bottom mould bases vertical rod 5, and by bolt 3 and base 1 built-in fitting 2, sizing mould bases is fixed, remove bolt 3 mould bases of shaping and can move.
With reference to shown in Fig. 2, mould bases upper strata vertical pole 20 arranges U-shaped positioning bar 12；Arranging arc detent on support bar 11, support bar 11 two ends are fixed on mould bases vertical rod 5 top；Arranging arc detent 13 on dismountable mould bases retention bar 17, L-type steel pipe 19 is interspersed in steel pipe 16.
Claims (3)
1. a box beam roof steel bar global formation mould bases, it is characterised in that: include mould bases cross bar (4), mould bases vertical rod (5), mould bases lower floor vertical pole (6), skewed horizontal load (7), mould bases cantilever lever (9), gag lever post (10), support bar (11), U-shaped positioning bar (12), steel pipe (16), L-type steel pipe (19) and mould bases long layer vertical pole (20)；Mould bases vertical rod (5) welds together with mould bases cross bar (4) and mould bases lower floor vertical pole (6), and arranges skewed horizontal load (7), and what mould bases vertical rod (5) outside was symmetrical arranges steel pipe (16)；Mould bases cantilever lever (9) one end is welded and fixed with mould bases vertical rod (5), and mould bases cantilever lever (9) other end arranges gag lever post (10)；Mould bases upper strata vertical pole (20) arranges U-shaped positioning bar (12)；Arranging arc detent (13) on support bar (11), support bar (11) two ends are fixed on mould bases vertical rod (5) top；Dismountable mould bases cross bar (18) two ends respectively arrange L-type steel pipe (19), and L-type steel pipe (19) one end arranges dismountable mould bases retention bar (17) and forms dismountable mould bases.
Box beam roof steel bar global formation mould bases the most according to claim 1, it is characterized in that: mould bases vertical rod (5) bottom arranges pulley (8), and is fixed by bolt (3) and base (1) built-in fitting (2).
Box beam roof steel bar global formation mould bases the most according to claim 1, it is characterized in that: arrange arc detent (13) on dismountable mould bases retention bar (17), L-type steel pipe (19) is interspersed in steel pipe (16).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620232678.7U CN205529929U (en) | 2016-03-24 | 2016-03-24 | Whole shaping die carrier of case back slab muscle |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620232678.7U CN205529929U (en) | 2016-03-24 | 2016-03-24 | Whole shaping die carrier of case back slab muscle |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205529929U true CN205529929U (en) | 2016-08-31 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620232678.7U Active CN205529929U (en) | 2016-03-24 | 2016-03-24 | Whole shaping die carrier of case back slab muscle |
Country Status (1)
| Country | Link |
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| CN (1) | CN205529929U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105735136A (en) * | 2016-03-24 | 2016-07-06 | 浙江大学城市学院 | Box girder top plate steel bar integral forming formwork and construction method |
| CN108638324A (en) * | 2018-05-28 | 2018-10-12 | 中交路桥北方工程有限公司 | A kind of construction method of prefabricated case beam |
-
2016
- 2016-03-24 CN CN201620232678.7U patent/CN205529929U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105735136A (en) * | 2016-03-24 | 2016-07-06 | 浙江大学城市学院 | Box girder top plate steel bar integral forming formwork and construction method |
| CN105735136B (en) * | 2016-03-24 | 2017-06-23 | 浙江大学城市学院 | Box beam roof steel bar global formation mould bases and construction method |
| CN108638324A (en) * | 2018-05-28 | 2018-10-12 | 中交路桥北方工程有限公司 | A kind of construction method of prefabricated case beam |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant |