CN207244961U - A kind of Prefabricated stacking floor with side flanging for being used to drop plate region - Google Patents
A kind of Prefabricated stacking floor with side flanging for being used to drop plate region Download PDFInfo
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- CN207244961U CN207244961U CN201720799286.3U CN201720799286U CN207244961U CN 207244961 U CN207244961 U CN 207244961U CN 201720799286 U CN201720799286 U CN 201720799286U CN 207244961 U CN207244961 U CN 207244961U
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- stacking floor
- prefabricated stacking
- side flanging
- prefabricated
- floor
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Abstract
It the utility model is related to a kind of Prefabricated stacking floor with side flanging for being used to drop plate region, including top Prefabricated stacking floor, the lower part Prefabricated stacking floor with side flanging, framework of steel reinforcement, embedded nut, split bolt, soft adhesive tape, cast-in-place concrete side template；It is connected at the top of the side flanging of lower part Prefabricated stacking floor by soft adhesive tape with the lower seal of top Prefabricated stacking floor；Embedded nut is pre-buried to be fixed on side flanging, and split bolt one end is fixed with embedded nut, and the other end is simultaneously fixed with cast-in-place concrete side template.The utility model solves the problems, such as that the heavy workload of construction site formwork assembling reinforcement and formwork are difficult, improves the work efficiency of drop plate region site operation；Difficulty of construction is greatly reduced；Element factory integration production is realized, scantling is accurate, and industrialization degree is high, and quality is secure；Lower part Prefabricated stacking floor and top Prefabricated stacking floor with side flanging are individually prefabricated, and joint connection in site pours, and component conveying is without specially treated.
Description
Technical field
A kind of Prefabricated stacking floor with side flanging for being used to drop plate region is the utility model is related to, belongs to prefabricated overlapping building
Plate technique 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 plate height is insufficient, difficulty of construction is big drops.For be effectively reduced the above problem generation probability, analyze its producing cause,
Major influence factors and corrective measure is taken to be necessary as the case may be.
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 the swollen mould of mould, losing fangle, spillage hole, template off normal, drop plate height deficiency, the defects of difficulty of construction is big.
The utility model takes following technical scheme：
A kind of Prefabricated stacking floor with side flanging for being used to drop plate region, including top Prefabricated stacking floor 10, band side
The lower part Prefabricated stacking floor 15 of flange, framework of steel reinforcement, embedded nut 18, split bolt 16, soft adhesive tape 17, cast-in-place concrete
Side template 14；Pass through soft adhesive tape 17 and top Prefabricated stacking floor 10 at the top of the side flanging of the lower part Prefabricated stacking floor 15
Lower seal connection；The embedded nut 18 is pre-buried to be fixed on the side flanging, 16 one end of split bolt and embedded nut
Fixed, the other end is simultaneously fixed with cast-in-place concrete side template 14.
Further, the cast-in-place concrete side template 14 is L-shaped, and side is parallel with side flanging, and opposite side is pre- with lower part
Laminated floor slab 15 processed is parallel.
Further, framework of steel reinforcement indulges muscle 11 including waist muscle 6, beam stirrup 7, beam lower part in the middle part of beam upper longitudinal bar 5, beam.
Further, it is in when the top Prefabricated stacking floor 15 and the lower part Prefabricated stacking floor 15 with side flanging are installed
Lifter plate form, one end of Prefabricated stacking floor are overlapped on side flanging upper end.
Further, the beam upper longitudinal bar 5, waist muscle 6 in the middle part of beam, beam stirrup 7, beam lower part indulge that muscle 11 is pre-buried to be arranged on
The position of the nearside flange of the lower part Prefabricated stacking floor 15.
Further, the soft adhesive tape is fixed on the upper surface of side flanging, positioned at top Prefabricated stacking floor 10 and band
15 lap-joint of lower part Prefabricated stacking floor of side flanging, solves the problems, such as spillage during concreting.
Further, the Prefabricated stacking floor with side flanging for dropping plate region is used in toilet.
A kind of above-mentioned construction method for being used to drop the Prefabricated stacking floor with side flanging in plate region, with the pre- of side flanging
After lower part laminated floor slab 15 processed is installed and carries out vertical supporting, hoisting prefabricated top laminated floor slab 10, prefabricated top laminated floor slab
Bottom end be overlapped on the side flanging upper end of the prefabricated lower part laminated floor slab with side flanging, after top and the bottom laminated floor slab is fixed,
Cast-in-place concrete side template 14 is fixed on the side of top and the bottom laminated floor slab by split bolt 16, then casting concrete
Form the complete Prefabricated stacking floor with drop plate region.
The beneficial effects of the utility model are：
1) solve the problems, such as that heavy workload and the formwork of construction site formwork assembling reinforcement are difficult, improve drop plate region
The work efficiency of site operation.
2) 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.
3) difficulty of construction is greatly reduced.
4) element factory integration production is realized, scantling is accurate, and industrialization degree is high, and quality is secure.
5) the lower part Prefabricated stacking floor with side flanging and top Prefabricated stacking floor are individually prefabricated, and joint connection in site pours,
Component conveying is without specially treated.
6) it is novel in design, it is skillfully constructed.
Brief description of the drawings
Fig. 1 is the schematic diagram poured in the prior art for the Prefabricated stacking floor for dropping plate region and live formwork.Wherein,
Top Prefabricated stacking floor is prefabricated, and the whole plate region that drops is poured by formwork.
Fig. 2 is the knot that Prefabricated stacking floor with side flanging and live formwork of the utility model for dropping plate region pour
Structure schematic diagram.In figure, only cast-in-place concrete side template 14 is set by formwork, top Prefabricated stacking floor and with flange
Lower part Prefabricated stacking floor is prefabricated in factory's completion.
In figure, 1. upper floor top layer distribution bars, 2. upper floor top layer steel bar stresses, 3. cast-in-place concretes, 4. purlins
Frame reinforcing bar, 5. beam upper longitudinal bars, 6. beams middle part waist muscle, 7. beam stirrups, 8. lower part floor top layer distribution bars, 9. lower part floor tops
Layer steel bar stress, 10. top Prefabricated stacking floors, muscle, 12. lower part laminated floor slab distribution bars, 13. lower parts are indulged in 11. beam lower parts
Laminated floor slab bottom steel bar stress, 14. cast in place concrete form, 15. lower part laminated floor slabs, 16. split bolts, 17. soft glues
Bar, 18. embedded nuts.
Embodiment
The utility model is further illustrated with specific embodiment below in conjunction with the accompanying drawings.
Referring to Fig. 2, a kind of Prefabricated stacking floor with side flanging for being used to drop plate region, including top Prefabricated stacking floor
10, the lower part Prefabricated stacking floor 15 with side flanging is framework of steel reinforcement, embedded nut 18, split bolt 16, soft adhesive tape 17, existing
Pouring concrete side template 14；It is prefabricated folded by soft adhesive tape 17 and top at the top of the side flanging of the lower part Prefabricated stacking floor 15
Close the lower seal connection of floor 10；The embedded nut 18 is pre-buried to be fixed on the side flanging, 16 one end of split bolt with
Embedded nut is fixed, and the other end is simultaneously fixed with cast-in-place concrete side template 14.
In this embodiment, referring to Fig. 2, the cast-in-place concrete side template 14 is L-shaped, and side is parallel with side flanging, separately
Side is parallel with lower part Prefabricated stacking floor 15.
In this embodiment, referring to Fig. 2, framework of steel reinforcement is included under beam upper longitudinal bar 5, beam middle part waist muscle 6, beam stirrup 7, beam
Indulge muscle 11 in portion.
In this embodiment, the prefabricated overlapping building in lower part referring to Fig. 2, the top Prefabricated stacking floor 15 and with side flanging
Plate 15 is in lifter plate form when installing, and one end of Prefabricated stacking floor is overlapped on side flanging upper end.
In this embodiment, muscle 11 is indulged referring to Fig. 2, the beam upper longitudinal bar 5, beam middle part waist muscle 6, beam stirrup 7, beam lower part
The position of the pre-buried nearside flange for being arranged on the lower part Prefabricated stacking floor 15.
In this embodiment, the upper surface of side flanging is fixed on referring to Fig. 2, the soft adhesive tape, it is prefabricated folded positioned at top
Floor 10 and 15 lap-joint of lower part Prefabricated stacking floor with side flanging are closed, solves the problems, such as spillage during concreting.
In this embodiment, the Prefabricated stacking floor with side flanging for dropping plate region is used in toilet.
Specific construction process is as follows：
After prefabricated lower part laminated floor slab 15 with side flanging is installed and carries out vertical supporting, hoisting prefabricated top laminated floor slab
10, the bottom end of prefabricated top laminated floor slab is overlapped on the side flanging upper end of the prefabricated lower part laminated floor slab with side flanging, on
After lower part laminated floor slab is fixed, cast-in-place concrete side template 14 is fixed on to the side of top and the bottom laminated floor slab by split bolt 16
Bian Shang, then casting concrete form the Prefabricated stacking floor that plate region drops in complete band.
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.
Above is the preferred embodiment of the utility model, those of ordinary skill in the art can also carry out respectively on this basis
Kind conversion improves, and on the premise of the total design of the utility model is not departed from, these conversion or improvement should all belong to this reality
Within the scope of new be claimed.
Claims (6)
- A kind of 1. Prefabricated stacking floor with side flanging for being used to drop plate region, it is characterised in that：Including top Prefabricated stacking floor (10), the lower part Prefabricated stacking floor (15) with side flanging, framework of steel reinforcement, embedded nut (18), split bolt (16), soft adhesive tape (17), cast-in-place concrete side template (14)；Pass through soft adhesive tape (17) and top Prefabricated stacking floor at the top of the side flanging of the lower part Prefabricated stacking floor (15) (10) lower seal connection；The embedded nut (18) is pre-buried to be fixed on the side flanging, and split bolt (16) one end is fixed with embedded nut, separately One end is simultaneously fixed with cast-in-place concrete side template (14).
- 2. the Prefabricated stacking floor with side flanging as claimed in claim 1 for being used to drop plate region, it is characterised in that：It is described existing Pouring concrete side template (14) is L-shaped, and side is parallel with side flanging, and opposite side is parallel with lower part Prefabricated stacking floor (15).
- 3. the Prefabricated stacking floor with side flanging as claimed in claim 1 for being used to drop plate region, it is characterised in that：Reinforcing bar Frame indulges muscle (11) including waist muscle (6), beam stirrup (7), beam lower part in the middle part of beam upper longitudinal bar (5), beam.
- 4. the Prefabricated stacking floor with side flanging as claimed in claim 1 for being used to drop plate region, it is characterised in that：On described It is in lifter plate form when portion's Prefabricated stacking floor (15) and lower part Prefabricated stacking floor (15) installation with side flanging, prefabricated overlapping One end of floor is overlapped on side flanging upper end.
- 5. the Prefabricated stacking floor with side flanging as claimed in claim 3 for being used to drop plate region, it is characterised in that：The beam Upper longitudinal bar (5), waist muscle (6) in the middle part of beam, beam stirrup (7), beam lower part indulge that muscle (11) is pre-buried to be arranged on the prefabricated overlapping in the lower part The position of the nearside flange of floor (15).
- 6. the Prefabricated stacking floor with side flanging as claimed in claim 1 for being used to drop plate region, it is characterised in that：It is described soft Property adhesive tape is fixed on the upper surface of side flanging, the prefabricated overlapping in lower part positioned at top Prefabricated stacking floor (10) and with side flanging Floor (15) lap-joint, solves the problems, such as spillage during concreting.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720799286.3U CN207244961U (en) | 2017-07-04 | 2017-07-04 | A kind of Prefabricated stacking floor with side flanging for being used to drop plate region |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720799286.3U CN207244961U (en) | 2017-07-04 | 2017-07-04 | A kind of Prefabricated stacking floor with side flanging for being used to drop plate region |
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| Publication Number | Publication Date |
|---|---|
| CN207244961U true CN207244961U (en) | 2018-04-17 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720799286.3U Active CN207244961U (en) | 2017-07-04 | 2017-07-04 | A kind of Prefabricated stacking floor with side flanging for being used to drop plate region |
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| CN (1) | CN207244961U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107143076A (en) * | 2017-07-04 | 2017-09-08 | 上海宝悦房地产开发有限公司 | A kind of Prefabricated stacking floor with side flanging and its construction method for being used to drop plate region |
| CN110886511A (en) * | 2019-12-10 | 2020-03-17 | 白音洁 | Staggered floor board-falling building structure |
-
2017
- 2017-07-04 CN CN201720799286.3U patent/CN207244961U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107143076A (en) * | 2017-07-04 | 2017-09-08 | 上海宝悦房地产开发有限公司 | A kind of Prefabricated stacking floor with side flanging and its construction method for being used to drop plate region |
| CN110886511A (en) * | 2019-12-10 | 2020-03-17 | 白音洁 | Staggered floor board-falling building structure |
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