CN206562762U - A kind of Fabricated Beam-Slab aluminum dipping form fast assembling disassembling structure - Google Patents
A kind of Fabricated Beam-Slab aluminum dipping form fast assembling disassembling structure Download PDFInfo
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- CN206562762U CN206562762U CN201720249044.7U CN201720249044U CN206562762U CN 206562762 U CN206562762 U CN 206562762U CN 201720249044 U CN201720249044 U CN 201720249044U CN 206562762 U CN206562762 U CN 206562762U
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- bearing platform
- pressure
- plate
- vertical rod
- aluminum dipping
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Abstract
The utility model is related to a kind of Fabricated Beam-Slab aluminum dipping form fast assembling disassembling structure, it is characterised in that the structure beam bottom board is connected with beam side by template connecting groove and bottom Strengthening corner muscle, and beam side is connected with plate bed die by top link slot and top Strengthening corner muscle；Top vertical rod, upper support pier, postive stop baffle are set on the pressure-bearing platform of top；Top vertical rod is connected with beam side by transverse support bar and cross-brace plate, is connected with plate bed die by upper support board, is connected with top pressure-bearing platform by oblique lacing wire and postive stop baffle；Set between top pressure-bearing platform and bottom pressure-bearing platform and once fall frame support pier；Top diagonal brace and bottom diagonal brace are set between bottom pressure-bearing platform and bottom pressure-bearing platform, and the utility model is simple in construction, Fast Installation and the dismounting of beam-slab template can be not only realized, and can be by secondary stamping die prevention and control form removal to concrete structure influence.
Description
Technical field
The utility model belongs to building engineering field, and in particular to a kind of Fabricated Beam-Slab aluminum dipping form fast assembling disassembling structure.
Background technology
Building Trade in China is in great development, big construction period.Construction industry is resource and major power consumer, wherein template
The quantity for consuming timber is very huge.Aluminum alloy mould plate is as the building template of a new generation, and with dismounting, flexible, rigidity is high, make
With long lifespan, the concrete surface poured is smooth bright and clean, and construction is to the low advantage of mechanical degree of dependence, multiple countries and ground in the world
Area has obtained more universal application.
In the prior art, between a kind of existing aluminum dipping form panel assembly for building, including multiple aluminum modules, two neighboring aluminum modules
It is connected by aluminum dipping form Clipboard clip, each aluminum modules include aluminium base and are integrally formed the side frame in the aluminium base back direction
Plate, the reinforcement laterally or longitudinally arranged for being weldingly fixed on the aluminium base back.The structure, which is used, has boss, groove, branch
The aluminum dipping form block structure of platform is supportted, bonding strength is higher, but installation difficulty is larger, and form removable procedure quality is difficult to control to.
There are a kind of aluminum alloy pattern plate for building, including U-shaped panel, the banded plate for being fixed on U-shaped panel two ends in the prior art,
The angle position of the panel and banded plate is provided with ribs, and the ribs is fan shape, is provided between its outer wall and side wall
One skew wall.The structure considers node bonding strength reinforcement problem, but ribs is difficult to protect with panel, banded plate bonding strength
Card.
In summary, though existing structure achieves preferable construction effect under suitable operating mode, structure is between template
Effective connection, connecting portion reinforcement, fast and safe construction, template remain deficiency in terms of quickly removing.In consideration of it, based on current
Engineering is actually needed, and urgently a kind of bonding strength of utility model is high at present, speed of application is fast, the assembling of secondary stamping die can be achieved
Formula beam slab aluminum dipping form fast assembling disassembling structure.
Utility model content
The purpose of this utility model is to provide a kind of Fabricated Beam-Slab aluminum dipping form fast assembling disassembling structure, not only bonding strength
High, speed of application is fast, connection is simple between good endurance, and aluminum alloy pattern plate, and joints are simple, and the requirement to construction site is low, can
Effective damage of the prevention and control form removable to beam slab concrete.
To realize above-mentioned technical purpose, it is fast that main technical schemes of the present utility model are to provide a kind of Fabricated Beam-Slab aluminum dipping form
Fast disassembly and assembly structure, including beam bottom board, top pressure-bearing platform, bottom pressure-bearing platform and the bottom pressure-bearing being sequentially provided with from top to bottom are flat
Platform, beam bottom board left and right ends, which are equipped with template connecting groove, two template connecting grooves, is plugged with beam side, beam bottom board and
Beam side is fixed by bottom Strengthening corner muscle, and the free end of two beam sides is equipped with top link slot, two top link slots
Plate bed die is inside plugged with, beam side and plate bed die are fixed by top Strengthening corner muscle, between beam bottom board and top pressure-bearing platform
Upper support pier, plate bed die and upper support board connection are connected with, is connected between upper support board and top pressure-bearing platform
Postive stop baffle is provided with portion's vertical rod, top pressure-bearing platform, transverse support bar is connected between top vertical rod and beam side, it is spacing
Fixed between baffle plate and top vertical rod by drawknot bolt connection, one is connected between top pressure-bearing platform and bottom pressure-bearing platform
It is secondary fall frame support pier, be connected with column between bottom pressure-bearing platform and bottom pressure-bearing platform.
Oblique lacing wire is connected between the top vertical rod and top pressure-bearing platform.
Top diagonal brace is connected between the column and bottom pressure-bearing platform, is connected between column and bottom pressure-bearing platform
Bottom diagonal brace.
It is described once to fall frame support pier and fall frame supporting plate by two pieces and be connected to two pieces of elevations fallen in the middle of frame supporting plate tune
Save jack to constitute, the elevation of top pressure-bearing platform is highly controlled by regulating bolt.
The top Strengthening corner muscle, bottom Strengthening corner muscle are formed using angle steel rolling, with the plate bed die connected, beam side,
Beam bottom board is connected by connecting bolt.
It is described that plate bed die seam crossing is provided with bar shaped seam step and joint seal band.
The beam bottom board, beam side, plate bed die use aluminum alloy materials, prefabricated in precast plant according to building module.
The top pressure-bearing platform uses bar steel plate material；Bottom pressure-bearing platform, column, bottom pressure-bearing platform are prefabricated
Factory is prefabricated integral.
The characteristics of the utility model has following and beneficial effect：
(1) connect simple between aluminum alloy pattern plate, joints are simple, be easy to live quick assembling；
(2) form bracing system employs the design of secondary stamping die, can effective damage of the prevention and control form removable to beam slab concrete
It is bad；
(3) structure bottom pressure-bearing platform and bottom pressure-bearing platform are connected by column, can replace full framing, structure is to applying
The requirement on workshop ground is low.
Brief description of the drawings
Fig. 1 is the schematic cross-sectional view of the embodiment of the utility model one,
In figure：1. beam bottom board；2. beam side；3. template connecting groove；4. bottom Strengthening corner muscle；5. plate bed die；6. top
Link slot；7. top Strengthening corner muscle；8. top pressure-bearing platform；9. top vertical rod；10. upper support pier；11. postive stop baffle；12.
Transverse support bar；13. upper support board；14. oblique lacing wire；15. bottom pressure-bearing platform；16. once fall frame support pier；17. bottom
Portion's pressure-bearing platform；18. top diagonal brace；19. bottom diagonal brace；20. connecting bolt；21. fall frame supporting plate；22. elevation regulation is very heavy
Top；23. bar shaped seam step；24. joint seal band；25. drawknot bolt；26. cross-brace plate；27. column.
Embodiment
The making of beam bottom board and beam side and Hoisting Construction Technology requirement, the making of plate bed die and Hoisting Construction Technology will
Ask, connecting bolt construction technical requirement, bottom pressure-bearing platform and bottom pressure-bearing platform design and construction technical requirements, top pressure-bearing
Platform Designing and construction technical requirement etc., are repeated no more in present embodiment, and emphasis illustrates that the utility model is related to the reality of structure
Apply mode.
As shown in figure 1, the Fabricated Beam-Slab aluminum dipping form fast assembling disassembling structure described in the present embodiment, including set successively from top to bottom
Some beam bottom boards 1, top pressure-bearing platform 8, bottom pressure-bearing platform 15 and bottom pressure-bearing platform 17, the left and right ends of beam bottom board 1 are all provided with
Have and beam side 2 is plugged with template connecting groove 3, two template connecting grooves 3, beam bottom board 1 and beam side 2 are mended by bottom
Strong angle muscle 4 is fixed, and the free end of two beam sides 2, which is equipped with top link slot 6, two top link slots 6, is plugged with plate
Bed die 5, beam side 2 and plate bed die 5 are fixed by top Strengthening corner muscle 7, are connected between beam bottom board 1 and top pressure-bearing platform 8
Upper support pier 10, plate bed die 5 and upper support board 13 are connected, and are connected between upper support board 13 and top pressure-bearing platform 8
Postive stop baffle 11 is provided with top vertical rod 9, top pressure-bearing platform 8, horizontal branch is connected between top vertical rod 9 and beam side 2
Strut 12, is connected between postive stop baffle 11 and top vertical rod 9 by drawknot bolt 25, and top pressure-bearing platform 8 is held with bottom
Connected between flattening bench 15 and once fall frame support pier 16, be connected between bottom pressure-bearing platform 15 and bottom pressure-bearing platform 17 vertical
Post 27.
Oblique lacing wire 14 is connected between the top vertical rod 9 and top pressure-bearing platform 8.
Top diagonal brace 18, column 27 and bottom pressure-bearing platform 17 are connected between the column 27 and bottom pressure-bearing platform 15
Between be connected with bottom diagonal brace 19.
It is described once to fall frame support pier 16 and fall frame supporting plate 21 by two pieces and be connected to two pieces to fall in the middle of frame supporting plate 21
Elevation regulation jack 22 is constituted.
The beam bottom board 1 is using thickness 20mm, width 400mm aluminium alloy plate, the width of template connecting groove 3 30mm, deep 5mm, two
The clear distance of bar template connecting groove 3 is 250mm.
The beam side 2 is using thickness 20mm, high 405mm aluminium alloy plate；Bottom Strengthening corner muscle 4 and top Strengthening corner muscle 7
Size be respectively 50 × 50mm and 100 × 100mm, using angle steel material, through bottom Strengthening corner muscle 4 and top Strengthening corner muscle
7 connecting bolt 20 uses diameter 20mm stainless steel bolt.
The plate bed die 5 is set using thickness 20mm, width 1000mm, long 2000mm aluminium alloy plate in the seam crossing of plate bed die 5
Bar shaped seam step 23 and joint seal band 24；The height of bar shaped seam step 23 is 8mm, a width of 10mm；Joint sealing strip
With 24 aluminium alloy plates using thickness 4mm.
The top link slot 6 is located at beam side 2 and the joint of plate bed die 5, in step, wide 10mm, high 10mm.
The top pressure-bearing platform 8 is using width 1200mm bar steel plate material, and thick 10mm, strength grade are Q235.
The top vertical rod 9 uses square steel, and specification is 100 × 100 × 6mm, and strength grade is Q235.Top vertical rod 9
It is close to postive stop baffle 11 in bottom.Postive stop baffle 11 uses thickness 20mm, strength grade for Q235 steel plate, with top pressure-bearing platform 8
It is welded to connect.Drawknot bolt 25 uses diameter 25mm stainless steel bolt.
The upper support pier 10 uses I-shaped Steel material, and model 20a, strength grade is Q235.
The transverse support bar 12 uses 50 × 50 × 2mm square steel.The two ends of transverse support bar 2 set cross-brace plate
26, cross-brace plate 26 is using 200mm × 200mm square plate, and thickness is 10mm, and strength grade is Q235.
The upper support board 13 is using 400 × 400 square plate, and thickness is 20mm, and strength grade is Q235.
The oblique lacing wire 14 uses diameter 20mm stay bolt.
The bottom pressure-bearing platform 15 is using 1500 × 1500 square plate, and thickness is 30mm, and strength grade is Q235.
Fall square plate of the frame supporting plate 21 using 200mm × 200mm, thickness is 10mm, and strength grade is Q235.Elevation
Adjust hydraulic jack of the jack 22 using 10t.
Bottom pressure-bearing platform 15 is using 1000 × 1000 square plate, and thickness is 30mm, and strength grade is Q235.
Top diagonal brace 18 and bottom diagonal brace 19 use 100 × 100 × 2 square steel, and strength grade is Q235.
Column 27 is using 300 × 300 × 8mm square steel, and strength grade is Q235.
Claims (4)
1. a kind of Fabricated Beam-Slab aluminum dipping form fast assembling disassembling structure, it is characterised in that including the beam bottom board being sequentially provided with from top to bottom
(1), top pressure-bearing platform (8), bottom pressure-bearing platform (15) and bottom pressure-bearing platform (17), beam bottom board (1) left and right ends are all provided with
Have in template connecting groove (3), two template connecting grooves (3) and be plugged with beam side (2), beam bottom board (1) and beam side (2)
Fixed by bottom Strengthening corner muscle (4), the free end of two beam sides (2) is equipped with top link slot (6), and two tops are connected
Plate bed die (5) is plugged with groove (6), beam side (2) and plate bed die (5) are fixed by top Strengthening corner muscle (7), beam bottom board
(1) upper support pier (10), plate bed die (5) and upper support board (13) connection are connected between top pressure-bearing platform (8), on
Top vertical rod (9) is connected between portion's supporting plate (13) and top pressure-bearing platform (8), top pressure-bearing platform sets limited on (8)
Position baffle plate (11), is connected with transverse support bar (12), postive stop baffle (11) and top between top vertical rod (9) and beam side (2)
It is connected, is connected between top pressure-bearing platform (8) and bottom pressure-bearing platform (15) by drawknot bolt (25) between vertical rod (9)
Once fall frame support pier (16), column (27) is connected between bottom pressure-bearing platform (15) and bottom pressure-bearing platform (17).
2. Fabricated Beam-Slab aluminum dipping form fast assembling disassembling structure according to claim 1, it is characterised in that the top vertical rod (9)
Oblique lacing wire (14) is connected between top pressure-bearing platform (8).
3. Fabricated Beam-Slab aluminum dipping form fast assembling disassembling structure according to claim 1, it is characterised in that the column (27) and
Top diagonal brace (18) is connected between bottom pressure-bearing platform (15), is connected with down between column (27) and bottom pressure-bearing platform (17)
Portion's diagonal brace (19).
4. Fabricated Beam-Slab aluminum dipping form fast assembling disassembling structure according to claim 1, it is characterised in that described once to fall frame branch
Support pier (16) falls frame supporting plate (21) by two pieces and is connected to the two pieces of elevation fallen between frame supporting plate (21) regulation jack
(22) constitute.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720249044.7U CN206562762U (en) | 2017-03-14 | 2017-03-14 | A kind of Fabricated Beam-Slab aluminum dipping form fast assembling disassembling structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720249044.7U CN206562762U (en) | 2017-03-14 | 2017-03-14 | A kind of Fabricated Beam-Slab aluminum dipping form fast assembling disassembling structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206562762U true CN206562762U (en) | 2017-10-17 |
Family
ID=60030642
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720249044.7U Expired - Fee Related CN206562762U (en) | 2017-03-14 | 2017-03-14 | A kind of Fabricated Beam-Slab aluminum dipping form fast assembling disassembling structure |
Country Status (1)
| Country | Link |
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| CN (1) | CN206562762U (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108951874A (en) * | 2018-08-07 | 2018-12-07 | 杭州江润科技有限公司 | Construction space is limited big Intercepting Filter beam construction method |
| CN110005194A (en) * | 2019-04-19 | 2019-07-12 | 中铁十六局集团城市建设发展有限公司 | A kind of substitution wears the form clamp of mould split bolt and step fastener reinforcing |
| CN110080521A (en) * | 2019-05-20 | 2019-08-02 | 温州中顺建筑工程有限公司 | Big section prestressed frame formwork system and construction method |
| CN110630035A (en) * | 2019-09-10 | 2019-12-31 | 西南交通大学 | Steel column supporting structure for bottom of reinforced concrete floor beam |
| CN113152890A (en) * | 2021-04-14 | 2021-07-23 | 韩喜存 | Green's building templates |
-
2017
- 2017-03-14 CN CN201720249044.7U patent/CN206562762U/en not_active Expired - Fee Related
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108951874A (en) * | 2018-08-07 | 2018-12-07 | 杭州江润科技有限公司 | Construction space is limited big Intercepting Filter beam construction method |
| CN108951874B (en) * | 2018-08-07 | 2020-02-04 | 杭州江润科技有限公司 | Construction method for large-section transfer beam with limited construction space |
| CN110005194A (en) * | 2019-04-19 | 2019-07-12 | 中铁十六局集团城市建设发展有限公司 | A kind of substitution wears the form clamp of mould split bolt and step fastener reinforcing |
| CN110080521A (en) * | 2019-05-20 | 2019-08-02 | 温州中顺建筑工程有限公司 | Big section prestressed frame formwork system and construction method |
| CN110630035A (en) * | 2019-09-10 | 2019-12-31 | 西南交通大学 | Steel column supporting structure for bottom of reinforced concrete floor beam |
| CN113152890A (en) * | 2021-04-14 | 2021-07-23 | 韩喜存 | Green's building templates |
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| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20171017 |
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| CF01 | Termination of patent right due to non-payment of annual fee |