CN108104346A - A kind of concrete folding plate - Google Patents
A kind of concrete folding plate Download PDFInfo
- Publication number
- CN108104346A CN108104346A CN201711382154.1A CN201711382154A CN108104346A CN 108104346 A CN108104346 A CN 108104346A CN 201711382154 A CN201711382154 A CN 201711382154A CN 108104346 A CN108104346 A CN 108104346A
- Authority
- CN
- China
- Prior art keywords
- concrete
- reinforcing bar
- cableway
- folding plate
- vertical equity
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
Links
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 27
- 230000002787 reinforcement Effects 0.000 claims abstract description 8
- 238000010276 construction Methods 0.000 claims description 7
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims 1
- 229910000831 Steel Inorganic materials 0.000 description 4
- 239000010959 steel Substances 0.000 description 4
- 230000000694 effects Effects 0.000 description 3
- 230000015271 coagulation Effects 0.000 description 2
- 238000005345 coagulation Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 239000004744 fabric Substances 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 238000005452 bending Methods 0.000 description 1
- 230000037396 body weight Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000000116 mitigating effect Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 230000007306 turnover Effects 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
- E04B5/16—Load-carrying floor structures wholly or partly cast or similarly formed in situ
- E04B5/17—Floor structures partly formed in situ
- E04B5/18—Floor structures partly formed in situ with stiffening ribs or other beam-like formations wholly cast between filling members
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Abstract
The invention discloses a kind of concrete folding plates, including concrete floor, deformed bar, cableway and vertical equity reinforcing bar, deformed bar is arranged in concrete floor, cableway is arranged on concrete floor, the distribution of vertical equity spacing of reinforcement is arranged on cableway, its own weight is smaller, manufactures more efficient.
Description
Technical field
The present invention relates to the realm of building construction more particularly to a kind of concrete folding plates.
Background technology
In correlation technique, concrete folding plate generally comprises concrete floor and the concrete on concrete floor
Rib, but the concrete folding plate own wt of this structure is larger, the arrangement of plate gut line is increasingly complex, troublesome.It is more important
, the concrete folding plate of this structure manufactures efficiency reduction, high labor cost, long in time limit.
The content of the invention
It is a primary object of the present invention to overcome the shortcomings of above-mentioned background technology, a kind of concrete folding plate is provided, from
Body weight is smaller, manufactures more efficient.
Above-mentioned purpose is achieved by the following technical solution：
A kind of concrete folding plate, including concrete floor, deformed bar, cableway and vertical equity reinforcing bar, in advance
Stress reinforcing bar is arranged in concrete floor, and cableway is arranged on concrete floor, and the distribution of vertical equity spacing of reinforcement is arranged on frame
On vertical reinforcing bar.
In some embodiments, concrete floor is stretched out in vertical equity reinforcing bar using negative reinforcement construction method
Part handled.
In some embodiments, cableway is one or more.
In some embodiments, vertical equity reinforcing bar is one or more.
Compared with prior art, the present invention it at least has the following effects that：
1st, a kind of concrete folding plate of the invention, is replaced original concrete rib with vertical equity reinforcing bar, can be improved with this
Efficiency is manufactured, mitigates the weight of concrete folding plate itself.
Description of the drawings
Fig. 1 is the stereoscopic schematic diagram of concrete folding plate in embodiment.
Specific embodiment
The present invention will be further described in detail below with reference to the accompanying drawings and specific embodiments.
Embodiment one：As shown in Figure 1, the present embodiment is a kind of concrete folding plate, including concrete floor 1, in advance should
Power reinforcing bar 2, cableway 3 and vertical equity reinforcing bar 4, a plurality of laterally spaced distribution of deformed bar 2 are arranged on concrete floor 1
Interior and each deformed bar 2 extends longitudinally, the longitudinally spaced distribution of multiple cableways 3 and each cableway 3 is vertical
On concrete floor 1, a plurality of laterally spaced distribution of vertical equity reinforcing bar 4 is arranged on cableway 3.Pour cast-in-place coagulation
Soil is formed before concrete folding plate, is total to by a plurality of deformed bar 2 in concrete floor 1 and a plurality of vertical equity reinforcing bar 4
It is all rigidity when concrete floor 1 provides installation.Vertical equity reinforcing bar 4 not only acts as construction stage offer concrete
The effect of superimposed sheet stiffness by itself after completion superimposed sheet is poured, uses, only directly as fabric swatch direction negative moment of backing plate reinforcing bar
Seat shoulder bar need to be arranged on vertical fabric swatch direction, reduces reinforcing bar binding work amount.Cancel concrete rib so that concrete folding
The arrangement of plate gut line is more flexible, due to the mitigation of own wt, can make broader bottom plate, realizes a standard width of a room in an old-style house with 2
It is completed to 3 block concrete superimposed sheets are assembled.
Further, each vertical equity reinforcing bar 4 is extended longitudinally and linked together with each cableway 3.It is preferred that
Ground, together with each vertical equity reinforcing bar 4 is bound with each cableway 3.
Further, the transverse steel 301 and one or more that each cableway 3 is included positioned at top is vertically connected at
Setting reinforcing bar 302 between transverse steel 301 and concrete floor 1.
Further, each setting reinforcing bar 302 is welded with transverse steel 301 or integral bending forms.
Further, coagulation is stretched out in vertical equity reinforcing bar 4 according to country's existing negative moment of backing plate Joint Re-bar Construction
The part of native bottom plate 1 is handled.After pouring cast-in-place concrete, deformed bar 2 is used as concrete bottom in concrete floor 1
The steel bar stress of plate 1, vertical equity reinforcing bar 4 are used as negative moment of backing plate reinforcing bar.
If plate top negative reinforcement is unsatisfactory for arrangement of reinforcement demand, when construction, can directly add vertical equity reinforcing bar 4 on cableway 3,
To meet arrangement of reinforcement needs.
A kind of concrete folding plate of the present embodiment replaces original concrete rib with vertical equity reinforcing bar 4, mitigates concrete
The weight of superimposed sheet itself, while rigidity will not reduce, and reduce reinforcing bar binding work amount, further improve and manufacture effect
Rate improves construction site installation effectiveness, saves labour turnover, shortens the construction period, while also improves the whole of concrete folding plate
Body.
Above-described is only some embodiments of the present invention.For those of ordinary skill in the art, not
On the premise of departing from the invention design, various modifications and improvements can be made, these belong to the protection model of the present invention
It encloses.
Claims (4)
1. a kind of concrete folding plate, which is characterized in that including concrete floor, deformed bar, cableway and longitudinal water
Flat reinforcing bar, deformed bar are arranged in concrete floor, and cableway is arranged on concrete floor, vertical equity spacing of reinforcement point
It is laid on cableway.
2. a kind of concrete folding plate according to claim 1, which is characterized in that using negative reinforcement construction method pair
The part that vertical equity reinforcing bar stretches out in concrete floor is handled.
3. a kind of concrete folding plate according to claim 1, which is characterized in that the cableway is one or more
It is a.
4. a kind of concrete folding plate according to claim 1, which is characterized in that the vertical equity reinforcing bar for one or
It is multiple.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711382154.1A CN108104346A (en) | 2017-12-20 | 2017-12-20 | A kind of concrete folding plate |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711382154.1A CN108104346A (en) | 2017-12-20 | 2017-12-20 | A kind of concrete folding plate |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108104346A true CN108104346A (en) | 2018-06-01 |
Family
ID=62210441
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201711382154.1A Pending CN108104346A (en) | 2017-12-20 | 2017-12-20 | A kind of concrete folding plate |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108104346A (en) |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100778035B1 (en) * | 2007-01-02 | 2007-11-21 | 김근택 | Half precast concrets slab and coupling structure of bridges use the same |
| CN105178487A (en) * | 2015-10-14 | 2015-12-23 | 山东隆和节能科技股份有限公司 | Assembly type composite floor slab |
| CN206352357U (en) * | 2016-12-30 | 2017-07-25 | 山东省建筑科学研究院 | A kind of prestressed concrete overlapped slab with steel truss |
| CN208379874U (en) * | 2017-12-20 | 2019-01-15 | 湖南航凯建材技术发展有限公司 | A kind of concrete folding plate |
-
2017
- 2017-12-20 CN CN201711382154.1A patent/CN108104346A/en active Pending
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100778035B1 (en) * | 2007-01-02 | 2007-11-21 | 김근택 | Half precast concrets slab and coupling structure of bridges use the same |
| CN105178487A (en) * | 2015-10-14 | 2015-12-23 | 山东隆和节能科技股份有限公司 | Assembly type composite floor slab |
| CN206352357U (en) * | 2016-12-30 | 2017-07-25 | 山东省建筑科学研究院 | A kind of prestressed concrete overlapped slab with steel truss |
| CN208379874U (en) * | 2017-12-20 | 2019-01-15 | 湖南航凯建材技术发展有限公司 | A kind of concrete folding plate |
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| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination |