CN209066713U - A kind of concrete folding plate for fabricated construction - Google Patents
A kind of concrete folding plate for fabricated construction Download PDFInfo
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- CN209066713U CN209066713U CN201821641628.XU CN201821641628U CN209066713U CN 209066713 U CN209066713 U CN 209066713U CN 201821641628 U CN201821641628 U CN 201821641628U CN 209066713 U CN209066713 U CN 209066713U
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- prefabricated panel
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Abstract
It include prefabricated panel, rear pouring concrete and reinforcement net the utility model discloses a kind of concrete folding plate for fabricated construction, it is longitudinal in the prefabricated panel to be furnished with prefabricated panel steel bar stress at equal intervals, it is laterally furnished with distributing reinforcement at equal intervals, the lower section of distributing reinforcement is arranged in the prefabricated panel steel bar stress, the top of the distributing reinforcement is equipped with rib, and splicing slot and splicing bevel edge are provided at left and right sides of the prefabricated panel；The reinforcement net includes reinforcing rib and reinforcing bar two, and the multiple reinforcing rib and the welding of reinforcing bar two form reinforcement net, and one reinforcement net is put into the splicing slot of two prefabricated panels；Pouring concrete is cast in multiple prefabricated panel tops and forms superimposed sheet after described, and the utility model structure is simple, and good integrity, construction technology is simple, stabilized structure.
Description
Technical field
The utility model relates to superimposed sheet more particularly to a kind of concrete folding plates for fabricated construction.
Background technique
With China's economic development, the cost of labor of construction is higher and higher.Present cost of labor is gradually high
In the price of construction material, and this trend is increasing, and traditional concrete structure construction is not only time-consuming, takes a lot of work and applies
Work is relatively rough.If using assembling structure completely, it is good that anti-seismic performance is also not so good as cast-in-place overall structure.Therefore, country it is also proposed that
Assembly integrally-built green construction concept.Existing overlapping plate technique needs a large amount of support, complex manufacturing technology, installation
Trouble, so that cost is higher, to high tensile reinforcement using relatively low, therefore it is simple to be badly in need of a kind of processing technology, easy for installation, high
A kind of laminated floor slab of quality replaces traditional laminated floor slab, to accelerate the propulsion of assembled architecture.
Utility model content
The utility model aim is to provide a kind of easy for installation, high quality concrete folding plate.
To achieve the above object, the utility model provides the following technical solutions: a kind of concrete for fabricated construction
Superimposed sheet includes prefabricated panel, rear pouring concrete and reinforcement net, and longitudinal direction is furnished with prefabricated panel at equal intervals in the prefabricated panel
Steel bar stress is laterally furnished with distributing reinforcement at equal intervals, and the lower section of distributing reinforcement, the distribution is arranged in the prefabricated panel steel bar stress
The top of muscle is equipped with rib, and splicing slot and splicing bevel edge are provided at left and right sides of the prefabricated panel；The reinforcement net includes
Reinforcing rib and reinforcing bar two, the reinforcing rib are cylinder, and reinforcing bar two is strip, the length of the reinforcing rib and the depth of splicing slot
Degree is adapted, and the diameter of the reinforcing rib and the size of splicing slot are adapted, and the multiple reinforcing rib and the welding of reinforcing bar two are formed
Reinforcement net, one reinforcement net are put into the splicing slot of two prefabricated panels；Pouring concrete is cast in multiple after described
Superimposed sheet is formed at prefabricated panel top.
As a kind of optimal technical scheme of the utility model, the rib and prefabricated panel steel bar stress are in the same direction, and are arranged
Above distributing reinforcement, the rib side is equipped with 2 preformed holes, is equipped with a reinforcing bar one in each rib, the reinforcing bar one with
Rib is in the same direction, and the top of preformed hole is arranged in, and the reinforcing bar one is hidden in rib.
As a kind of optimal technical scheme of the utility model, the preformed hole is circular through hole, the preformed hole with point
Cloth muscle is in the same direction, and on the same line, the both ends of rib are arranged in the preformed hole to the preformed hole on the same rib.
As a kind of optimal technical scheme of the utility model, the splicing slot is semicircle, and the splicing slot is at equal intervals
It is arranged in the same direction with distributing reinforcement, the distance between two adjacent distributions muscle of the distance between described two contiguous concatenation slots are equal.
As a kind of optimal technical scheme of the utility model, the prefabricated panel is strip, the prefabricated panel by
Power reinforcing bar leaks outside through prefabricated panel and at prefabricated panel both ends, and the distributing reinforcement is hidden in prefabricated panel.
The equidistant parallel of reinforcing rib as a kind of optimal technical scheme of the utility model, on the reinforcement net
Cloth, distance is identical as the distance between two adjacent distributions muscle, and the length of the reinforcing bar two is consistent with prefabricated panel length.
As a kind of optimal technical scheme of the utility model, the rear pouring concrete uses slightly expanded concrete.
Compared with prior art, a kind of concrete folding plate for fabricated construction provided by the utility model, has
Below the utility model has the advantages that
1. splicing slot is arranged in prefabricated panel two sides in the utility model, so that can place and add in prefabricated panel splicing
Strengthening tendons net is conducive to the two-way power transmission of prefabricated panel, and guarantees that floor two-way stiffness is more uniform, and stay on prefabricated panel side it is upper tiltedly
Side effectively reduces the crack between plate stitch.
2. being provided with reinforcing bar one in rib, the load performance of the longitudinal direction of prefabricated panel can be enhanced.It has fully ensured that folded
The quality of plywood.
3. when site operation, Prefabricated stacking floor is directly close to be stitched together, post-cast strip is set without staying, after reducing scene
The work of support is poured with formwork and set up, site operation efficiency is promoted.
4. process prefabricated panel, first prefabricated rib, then by prefabricated rib with prefabricated panel steel bar stress and distributing reinforcement
It pours together together, realizes assembly line production.
Detailed description of the invention
Fig. 1 is utility model diagram；
Fig. 2 is the utility model A-A schematic diagram；
Fig. 3 is the utility model C-C schematic diagram；
Fig. 4 is the utility model prefabricated panel assembly schematic diagram；
Fig. 5 is the utility model B-B schematic diagram；
Fig. 6 is enlarged drawing at the utility model A；
Fig. 7 is the utility model reinforcement net schematic diagram；
In figure: 1, prefabricated panel steel bar stress；2, distributing reinforcement；3, splice slot；4, splice bevel edge；5, rib；6, prefabricated panel；
7, rear pouring concrete；8, reinforcing bar one；9, preformed hole；10, reinforcing rib；11, reinforcing bar two；12, reinforcement net.
Specific embodiment
Embodiment: referring to figs. 1 to 7, the utility model provides a kind of technical solution, a kind of coagulation for fabricated construction
Native superimposed sheet includes prefabricated panel 6, rear pouring concrete 7 and reinforcement net 12, and longitudinal direction is furnished with pre- at equal intervals in the prefabricated panel 6
Bottom slab stress reinforcing bar 1 processed is laterally furnished with distributing reinforcement 2 at equal intervals, and the prefabricated panel steel bar stress 1 is arranged under distributing reinforcement 2
Side, the top of the distributing reinforcement 2 are equipped with rib 5, and splicing slot 3 and splicing bevel edge 4 are provided at left and right sides of the prefabricated panel 6；
The reinforcement net 12 includes reinforcing rib 10 and reinforcing bar 2 11, and the reinforcing rib 10 is cylinder, and reinforcing bar 2 11 is strip, institute
The depth of the length and splicing slot 3 of stating reinforcing rib 10 is adapted, and the size of the diameter and splicing slot 3 of the reinforcing rib 10 is mutually fitted
It answers, the multiple reinforcing rib 10 forms reinforcement net 12 with the welding of reinforcing bar 2 11, and one reinforcement net 12 is put into two in advance
In the splicing slot 3 of bottom plate 6 processed；Pouring concrete 7 is cast in multiple 6 tops of prefabricated panel and forms superimposed sheet after described.
In the present embodiment, the rib 5 and prefabricated panel steel bar stress 1 are in the same direction, and are arranged above distributing reinforcement 2, the rib 5
Side is equipped with 2 preformed holes 9, a reinforcing bar 1 is equipped in each rib 5, the reinforcing bar 1 and rib 5 are in the same direction, and are arranged and exist
The top of preformed hole 9, the reinforcing bar 1 are hidden in rib 5.
Wherein, the preformed hole 9 is circular through hole, and the preformed hole 9 and distributing reinforcement 2 are in the same direction, pre- on the same rib
Box out 9 on the same line, the both ends of rib 5 are arranged in the preformed hole 9.
Such as Fig. 5, the splicing slot 3 is semicircle, and the splicing slot 3 is arranged with distributing reinforcement 2 in the same direction at equal intervals, described two
The distance between contiguous concatenation slot 3 is equal with the distance between two adjacent distributions muscle 2, and the end of each distributing reinforcement 2
It is placed in a splicing slot 3, in another embodiment, distributing reinforcement 2 and splicing slot 3 can also mutually stagger, not straight at one
On line.
Such as Fig. 1, the prefabricated panel 6 is strip, and the prefabricated panel steel bar stress 1 is through prefabricated panel 6 and pre-
6 both ends of bottom plate leakage processed, the distributing reinforcement 2 are hidden in prefabricated panel 6.
In the present embodiment, the equidistant parallel arrangement of reinforcing rib 10 on the reinforcement net 12, distance is adjacent with two
The distance between distributing reinforcement 2 is identical, and the length of the reinforcing bar 2 11 is consistent with 6 length of prefabricated panel.
In the present embodiment, the rear pouring concrete 7 uses slightly expanded concrete, increases integral strength, avoids piece
Place generates crack.
Splicing slot 3 is arranged in 6 two sides of prefabricated panel in the utility model, so that can place and add when prefabricated panel 6 splices
Strengthening tendons net 12 is conducive to the two-way power transmission of prefabricated panel 6, and guarantees that floor two-way stiffness is more uniform, and stay on 6 side of prefabricated panel
Splice bevel edge 4, effectively reduces the crack between plate stitch；It is provided with reinforcing bar 1 in rib 5, the longitudinal direction of prefabricated panel 6 can be enhanced
Load performance, when site operation, prefabricated panel 6 is directly close to be stitched together, and sets post-cast strip without staying, it is easy for installation reduce it is existing
Field post-cast strip formwork and the work for setting up support promote site operation efficiency；When processing prefabricated panel, first prefabricated rib, then will
Together with prefabricated rib is poured with prefabricated panel steel bar stress with distributing reinforcement together, realizes assembly line production, improve efficiency.
The preferable specific embodiment of the above, only utility model, but the protection scope of the utility model not office
It is limited to this, anyone skilled in the art is in the technical scope that utility model discloses, according to the utility model
Technical solution and its utility model design be subject to equivalent substitution or change, should all cover the protection scope of the utility model it
It is interior.
Claims (7)
1. a kind of concrete folding plate for fabricated construction, including prefabricated panel (6), rear pouring concrete (7) and reinforcing rib
Net (12), it is characterised in that: it is longitudinal in the prefabricated panel (6) to be furnished at equal intervals prefabricated panel steel bar stress (1), between laterally waiting
Every being furnished with distributing reinforcement (2), the prefabricated panel steel bar stress (1) is arranged in the lower section of distributing reinforcement (2), the distributing reinforcement (2)
Top is equipped with rib (5), and splicing slot (3) and splicing bevel edge (4) are provided at left and right sides of the prefabricated panel (6)；The reinforcement
Muscle net (12) includes reinforcing rib (10) and reinforcing bar two (11), and the reinforcing rib (10) is cylinder, and reinforcing bar two (11) is strip,
The length of the reinforcing rib (10) and the depth of splicing slot (3) are adapted, diameter and splicing slot (3) of the reinforcing rib (10)
Size is adapted, and the multiple reinforcing rib (10) and reinforcing bar two (11) welding form reinforcement net (12), one reinforcing rib
Net (12) is put into the splicing slot (3) of two prefabricated panels (6)；Pouring concrete (7) is cast in multiple prefabricated panels (6) after described
Superimposed sheet is formed at top.
2. a kind of concrete folding plate for fabricated construction according to claim 1, it is characterised in that: the rib
(5) in the same direction with prefabricated panel steel bar stress (1), and it is arranged above distributing reinforcement (2), rib (5) side is equipped with 2 preformed holes
(9), a reinforcing bar one (8) is equipped in each rib (5), the reinforcing bar one (8) and rib (5) in the same direction, and are arranged in preformed hole
(9) top, the reinforcing bar one (8) are hidden in rib (5).
3. a kind of concrete folding plate for fabricated construction according to claim 2, it is characterised in that: described reserved
Hole (9) is circular through hole, and in the same direction, the preformed hole (9) on the same rib is the same as always for the preformed hole (9) and distributing reinforcement (2)
On line, both ends of preformed hole (9) setting in rib (5).
4. a kind of concrete folding plate for fabricated construction according to claim 1, it is characterised in that: the splicing
Slot (3) is semicircle, the splicing slot (3) at equal intervals with distributing reinforcement (2) setting in the same direction, two adjacent splicing slots (3) it
Between distance it is equal with the distance between two adjacent distributions muscle (2).
5. a kind of concrete folding plate for fabricated construction according to claim 1, it is characterised in that: described prefabricated
Bottom plate (6) is strip, and the prefabricated panel steel bar stress (1) is through prefabricated panel (6) and outside prefabricated panel (6) both ends
Leakage, the distributing reinforcement (2) are hidden in prefabricated panel (6).
6. a kind of concrete folding plate for fabricated construction according to claim 1, it is characterised in that: the reinforcement
Reinforcing rib (10) equidistant parallel arrangement on muscle net (12), distance is identical as the distance between two adjacent distributions muscle (2),
The length of the reinforcing bar two (11) is consistent with prefabricated panel (6) length.
7. a kind of concrete folding plate for fabricated construction according to claim 1, it is characterised in that: poured after described
Concrete (7) uses slightly expanded concrete.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821641628.XU CN209066713U (en) | 2018-10-10 | 2018-10-10 | A kind of concrete folding plate for fabricated construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821641628.XU CN209066713U (en) | 2018-10-10 | 2018-10-10 | A kind of concrete folding plate for fabricated construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209066713U true CN209066713U (en) | 2019-07-05 |
Family
ID=67094436
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821641628.XU Active CN209066713U (en) | 2018-10-10 | 2018-10-10 | A kind of concrete folding plate for fabricated construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209066713U (en) |
-
2018
- 2018-10-10 CN CN201821641628.XU patent/CN209066713U/en active Active
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