CN207244957U - A kind of modularization Prefabricated stacking floor for being used to drop plate region - Google Patents
A kind of modularization Prefabricated stacking floor for being used to drop plate region Download PDFInfo
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- CN207244957U CN207244957U CN201720799289.7U CN201720799289U CN207244957U CN 207244957 U CN207244957 U CN 207244957U CN 201720799289 U CN201720799289 U CN 201720799289U CN 207244957 U CN207244957 U CN 207244957U
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- stacking floor
- prefabricated stacking
- floor
- side template
- drop plate
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Abstract
It the utility model is related to a kind of modularization Prefabricated stacking floor for being used to drop plate region, including top Prefabricated stacking floor, lower part Prefabricated stacking floor, framework of steel reinforcement, the first side template, the second side template；The first side template side is bonded with lower part Prefabricated stacking floor, and top props up the lower part of top Prefabricated stacking floor；Second side template side is bonded with top Prefabricated stacking floor, and lower part props up lower part Prefabricated stacking floor.The utility model solves the engineering way of toilet and other positions drop plate by the way of industrialized production and prefabricated construction, ensures the construction quality of drop Board position.
Description
Technical field
The utility model is related to a kind of Prefabricated stacking floor, more particularly to it is a kind of be used to drop plate region modularization it is prefabricated folded
Floor is closed, belongs to Prefabricated stacking floor technical field.
Background technology
With the fast development of building trade, construction engineering quality standard, energy conservation and environmental protection require it is also higher and higher, for defending
Flitch formwork traditional at plate is dropped between life cannot reach energy-saving and environmental protection and benefit requirement, and formwork how could at toilet drop plate
Not only met national green energy conservation and environmental protection, but can prefabricated construction, improve construction efficiency, thus the method must have new breakthrough and
Innovation.
The pouring quality of toilet drop board concrete directly influences nonlocal in follow-up toilet engineering way and toilet
Face height difference.The drop plate construction of existing toilet often there is drop plate hang the swollen mould of mould, losing fangle, spillage hole, template off normal,
The defects of dropping big plate height deficiency, difficulty of construction, low construction efficiency.Specifically：
1) in assembled architecture industrialization degree is greatly reduced since drop plate (such as toilet) uses cast-in-place construction；
2) dropping Board position and turning over beam position needs supporting module at the scene, heavy workload, low construction efficiency；
3) plate cast-in-place construction is dropped to hang the swollen mould of mould, losing fangle, spillage hole, template off normal, drop plate height there is plate is dropped
The defects of insufficient.
To be effectively reduced the probability of above problem generation, its producing cause, major influence factors and according to tool are analyzed
Body situation takes corrective measure to be necessary.
Utility model content
The utility model technical issues that need to address are：The floor in existing drop plate region, drop plate construction often exist
Drop plate and hang that the swollen mould of mould, losing fangle, spillage hole, template off normal, drop plate height deficiency, difficulty of construction be big, low construction efficiency
The defects of.
The utility model takes following technical scheme：
A kind of modularization Prefabricated stacking floor for being used to drop plate region, including top Prefabricated stacking floor 10, lower part is prefabricated
Laminated floor slab 12, framework of steel reinforcement, the first side template, the second side template 15；The first side template side and the prefabricated overlapping in lower part
Floor 12 is bonded, and top props up the lower part of top Prefabricated stacking floor 10；Second side template, 15 side and the prefabricated overlapping building in top
Plate 10 is bonded, and lower part props up lower part Prefabricated stacking floor 12.
Further, split bolt 14 is further included, first, second side template distinguishes prepared screw-bolt hole；Described pair of drawing
Bolt 14 passes through the bolt hole of first, second side template, and first, second side template is connected and is fixed；First side template
It is fiber concrete slab 13, the fiber concrete slab 13 has parallel omega groove, the fibre close to concreting side
Concrete slab 13 is pre-buried in factory is fixed on 12 side of lower part Prefabricated stacking floor for dimension.
Further, the fiber concrete slab 13 is fixed on 12 side of lower part Prefabricated stacking floor by the way that bayonet is pre-buried
Face.
Further, second side template 15 is L-shaped, and side is vertical with lower part Prefabricated stacking floor 12, opposite side with
Lower part Prefabricated stacking floor 12 is bonded parallel.
Further, framework of steel reinforcement indulges muscle 11 including waist muscle 5, beam stirrup 6, beam lower part in the middle part of beam upper longitudinal bar 4, beam.
Further, it is in lifter plate shape during top Prefabricated stacking floor 10 and lower part Prefabricated stacking floor 12 installation
Formula.
Further, 11 pre-buried setting of muscle is indulged in the beam upper longitudinal bar 4, beam middle part waist muscle 5, beam stirrup 6, beam lower part
At the position of nearly first side template of the lower part Prefabricated stacking floor 12.
Further, modularization Prefabricated stacking floor is used in toilet.
A kind of construction method of the above-mentioned modularization Prefabricated stacking floor for being used to drop plate region, will be with reinforcing bar during construction
After the lower part Prefabricated stacking floor 12 of skeleton and fiber concrete slab 13 is installed and carries out vertical supporting, the prefabricated overlapping in top is lifted
Floor 10,10 bottom of top Prefabricated stacking floor are held on 13 upper surface of fiber concrete slab；Upper and lower part Prefabricated stacking floor is consolidated
After fixed, fiber concrete slab 13 is fixed with the second side template 15 by split bolt 14, then casting concrete, finally by the
Two side templates 15 are removed.
The beneficial effects of the utility model are：
1) the utility model turns over the integration of beam steel and side template using industrialized mode of production production band
Laminated floor slab, solves traditional cast-in-place structural drop plate region formwork heavy workload, formwork is difficult, low construction efficiency and cast-in-place branch
Quality problems that mould is brought etc..
2) work efficiency of drop plate region site operation is improved.
3) it substantially avoided drop plate and hang the swollen mould of mould, losing fangle, spillage hole, template off normal, drop plate height deficiency etc. and apply
Work problem.
4) difficulty of construction is greatly reduced.
5) element factory integration production is realized, scantling is accurate, and industrialization degree is high, and quality is secure.
6) lower part Prefabricated stacking floor and top Prefabricated stacking floor modularization are individually prefabricated, and joint connection in site pours, component
Transport is without specially treated.
7) fiber concrete slab is connected as a single entity with the prefabricated composite wallboard in lower part by the way that factory is pre-buried, is also not required to after the completion of pouring
Remove, the side that pours of its Ω shape groove is connected with concrete and more fastens, better reliability.
Brief description of the drawings
Fig. 1 is the schematic diagram for being used to drop plate region Prefabricated stacking floor in the prior art.Wherein, top Prefabricated stacking floor
It is prefabricated, the whole plate region that drops is poured by formwork.
Fig. 2 is that the structure that modularization Prefabricated stacking floor and live formwork of the utility model for dropping plate region pour is shown
It is intended to.In figure, only the second side template 14 is set by formwork, top Prefabricated stacking floor and with reinforcing bar and fiber concrete
The lower part Prefabricated stacking floor of plate is prefabricated in factory's completion.
Fig. 3 is the partial enlarged view of Fig. 2.
In figure：1. truss bars；2. top steel bar stress；3. top distribution bar；4. beam upper longitudinal bar；5. waist in the middle part of beam
Muscle；6. beam stirrup；7. cast-in-place concrete；8. lower part steel bar stress；9. bottom distribution bar；10. top Prefabricated stacking floor；
11. muscle is indulged in beam lower part；12. lower part Prefabricated stacking floor；13. fiber concrete slab；14. split bolt；15. the second side template.
Embodiment
The utility model is further illustrated with specific embodiment below in conjunction with the accompanying drawings.
Embodiment one：
Referring to Fig. 2, a kind of modularization Prefabricated stacking floor for being used to drop plate region, it is characterised in that：It is prefabricated including top
Laminated floor slab 10, lower part Prefabricated stacking floor 12, framework of steel reinforcement, the first side template, the second side template 15；Described first, second
Side template distinguishes prepared screw-bolt hole；The first side template side is bonded with lower part Prefabricated stacking floor 12, and top props up top
The lower part of Prefabricated stacking floor 10；Second side template, 15 side is bonded with top Prefabricated stacking floor 10, and it is pre- that lower part props up lower part
Laminated floor slab 12 processed.Wherein, the first side template and the second side template 15 are that (only the second side template 15 is aobvious in figure for live formwork
What is shown is live formwork).
Embodiment two：
Referring to Fig. 2, a kind of modularization Prefabricated stacking floor for being used to drop plate region, it is characterised in that：It is prefabricated including top
Laminated floor slab 10, lower part Prefabricated stacking floor 12, framework of steel reinforcement, the first side template, split bolt 14, the second side template 15；Institute
State first, second side template difference prepared screw-bolt hole；The first side template side is bonded with lower part Prefabricated stacking floor 12, on
Portion props up the lower part of top Prefabricated stacking floor 10；Second side template, 15 side is bonded with top Prefabricated stacking floor 10, lower part
Prop up lower part Prefabricated stacking floor 12；The split bolt 14 passes through the bolt hole of first, second side template, and by first, the
The connection of two side templates is fixed.First side template is fiber concrete slab 13, and the fiber concrete slab 13 is close to concrete
Pouring side has a parallel omega groove, and by bayonet, pre-buried to be fixed on lower part prefabricated in factory for the fiber concrete slab 13
12 side of laminated floor slab.
In this embodiment, referring to Fig. 2, second side template 15 is L-shaped, and side is hung down with lower part Prefabricated stacking floor 12
Directly, opposite side is bonded parallel with lower part Prefabricated stacking floor 12.
In this embodiment, referring to Fig. 2, framework of steel reinforcement is included under beam upper longitudinal bar 4, beam middle part waist muscle 5, beam stirrup 6, beam
Indulge muscle 11 in portion.
In this embodiment, referring to Fig. 2, during top Prefabricated stacking floor 10 and lower part Prefabricated stacking floor 12 installation
In lifter plate form.
In this embodiment, muscle 11 is indulged referring to Fig. 2, the beam upper longitudinal bar 4, beam middle part waist muscle 5, beam stirrup 6, beam lower part
The position of pre-buried nearly first side template for being arranged on the lower part Prefabricated stacking floor 12.
In this embodiment, it is used for referring to Fig. 2, modularization Prefabricated stacking floor in toilet.
During Specific construction, the lower part Prefabricated stacking floor 12 with framework of steel reinforcement and fiber concrete slab 13 is installed and carried out
After vertical supporting, top Prefabricated stacking floor 10 is lifted, Prefabricated stacking floor 10 bottom in top is held on fiber concrete slab 13
Upper surface；After upper and lower part Prefabricated stacking floor is fixed, 13 and second side template 15 of fiber concrete slab is passed through into split bolt 14
Fixed, then casting concrete, finally removes the second side template 15.
The utility model solves toilet and other positions drop by the way of industrialized production and prefabricated construction
The engineering way of plate, ensures the construction quality of drop Board position.
Two embodiments of the above are the preferred embodiments of the utility model, and wherein embodiment two is better than
Embodiment one, those of ordinary skill in the art can also carry out various conversion or improvement on this basis, not take off
On the premise of the design total from the utility model, these conversion or improvement should all belong to the scope that the requires of the utility model is protected
Within.
Claims (7)
- A kind of 1. modularization Prefabricated stacking floor for being used to drop plate region, it is characterised in that：Including top Prefabricated stacking floor (10), lower part Prefabricated stacking floor (12), framework of steel reinforcement, the first side template, the second side Template (15)；The first side template side is bonded with lower part Prefabricated stacking floor (12), and top props up top Prefabricated stacking floor (10) Lower part；Second side template (15) side is bonded with top Prefabricated stacking floor (10), and lower part props up lower part Prefabricated stacking floor (12)。
- 2. the modularization Prefabricated stacking floor as claimed in claim 1 for being used to drop plate region, it is characterised in that：Further include to drawing Bolt (14), first, second side template distinguish prepared screw-bolt hole；The split bolt (14) passes through first, second side form The bolt hole of plate, and first, second side template is connected and is fixed；First side template is fiber concrete slab (13), described Fiber concrete slab (13) has parallel omega groove close to concreting side, and the fiber concrete slab (13) is in factory It is interior pre-buried to be fixed on lower part Prefabricated stacking floor (12) side.
- 3. the modularization Prefabricated stacking floor as claimed in claim 2 for being used to drop plate region, it is characterised in that：The fiber mixes Concrete board (13) is fixed on lower part Prefabricated stacking floor (12) side by the way that bayonet is pre-buried.
- 4. the modularization Prefabricated stacking floor as claimed in claim 1 for being used to drop plate region, it is characterised in that：Second side Template (15) is L-shaped, and side is vertical with lower part Prefabricated stacking floor (12), and opposite side is bonded with lower part Prefabricated stacking floor (12) It is parallel.
- 5. the modularization Prefabricated stacking floor as claimed in claim 1 for being used to drop plate region, it is characterised in that：Framework of steel reinforcement bag Include beam upper longitudinal bar (4), muscle (11) is indulged in waist muscle (5), beam stirrup (6), beam lower part in the middle part of beam.
- 6. the modularization Prefabricated stacking floor as claimed in claim 1 for being used to drop plate region, it is characterised in that：The top is pre- Laminated floor slab (10) processed and lower part Prefabricated stacking floor (12) are in lifter plate form when installing.
- 7. the modularization Prefabricated stacking floor as claimed in claim 5 for being used to drop plate region, it is characterised in that：The beam top Waist muscle (5) in the middle part of vertical muscle (4), beam, beam stirrup (6), beam lower part indulge that muscle (11) is pre-buried to be arranged on the lower part Prefabricated stacking floor (12) position of nearly first side template.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720799289.7U CN207244957U (en) | 2017-07-04 | 2017-07-04 | A kind of modularization Prefabricated stacking floor for being used to drop plate region |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720799289.7U CN207244957U (en) | 2017-07-04 | 2017-07-04 | A kind of modularization Prefabricated stacking floor for being used to drop plate region |
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| CN207244957U true CN207244957U (en) | 2018-04-17 |
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| CN201720799289.7U Active CN207244957U (en) | 2017-07-04 | 2017-07-04 | A kind of modularization Prefabricated stacking floor for being used to drop plate region |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107152112A (en) * | 2017-07-04 | 2017-09-12 | 上海宝岳住宅工业有限公司 | A kind of modularization Prefabricated stacking floor and its construction method for being used to drop plate region |
-
2017
- 2017-07-04 CN CN201720799289.7U patent/CN207244957U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107152112A (en) * | 2017-07-04 | 2017-09-12 | 上海宝岳住宅工业有限公司 | A kind of modularization Prefabricated stacking floor and its construction method for being used to drop plate region |
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