CN208996257U - Prefabricated panel - Google Patents
Prefabricated panel Download PDFInfo
- Publication number
- CN208996257U CN208996257U CN201821250087.8U CN201821250087U CN208996257U CN 208996257 U CN208996257 U CN 208996257U CN 201821250087 U CN201821250087 U CN 201821250087U CN 208996257 U CN208996257 U CN 208996257U
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- China
- Prior art keywords
- concrete
- concrete panel
- ontology
- panel ontology
- reinforcement
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- Expired - Fee Related
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Abstract
The utility model relates to a kind of prefabricated panels, it includes concrete panel ontology and concrete-bar component, the width of concrete panel ontology is in 400mm or more, concrete-bar component is embedded in concrete panel ontology, concrete-bar component includes horizontal reinforcement and longitudinal reinforcement, the horizontal reinforcement both ends are straight reinforcing bar, stretch out outside at left and right sides of concrete panel ontology, and the diameter of horizontal reinforcement is 8mm or more.The utility model prefabricated panel is in the case where every installation parameter meets construction quality requirement, straight line muscle is set by protruding bar, can be reduced template deformation, it is conveniently stripped, reduce spillage, facilitate construction, accelerate wallboard installation speed, very big economic benefit can be generated, also, since template open area is small, the influence to formwork structure intensity is reduced, its durability is improved, achievees the purpose that save template.
Description
Technical field
The utility model relates to a kind of architectural precast, especially a kind of prefabricated panel.
Background technique
Existing prefabricated panel protruding bar is band crotch form.When prefabricated panel protruding bar is bar with hooked end,
Its side form must slot, and otherwise can not demould.
After side form fluting, it can be blocked with foamed material.Since prefabricated panel is made on flowing water line platform
, platform can vibrate automatically, and foamed material is easy to fall off when vibrating, and generate spillage.
After side form fluting, its own rigidity reduces, it is easy to generate moderate finite deformation, it is therefore necessary to one is welded at the top of side form
Root channel steel virtually increases template cost.Meanwhile when being welded with channel steel, since weld stress side form bottom can be also deformed,
It also can spillage.
Prefabricated panel protruding bar band crotch form, can also cause very big trouble to construction: 1) template construct is time-consuming；2)
Demoulding is difficult, because template is easy to be deformed when demoulding；3) be inconvenient to construct, because must will cut before prefabricated panel lifting
In place, the protruding bar with crotch is easy to fight with it (is easy phase to the reinforcement installation of power wall edge member between prefabricated panel
Mutually hook), it is necessary at the scene by the first bending outward of the protruding bar of prefabricated panel, it just can be carried out wallboard lifting.
Utility model content
The purpose of this utility model is to provide a kind of simple and reasonable for structure, save template, reduces template deformation, conveniently
It demoulds, reduces spillage, facilitate construction, accelerate wallboard installation speed, the prefabricated panel of very big economic benefit can be generated, to overcome
The deficiencies in the prior art.
Purpose of the utility model is realized as follows:
A kind of prefabricated panel, including concrete panel ontology and concrete-bar component, the width of concrete panel ontology is in 400mm
More than, concrete-bar component is embedded in concrete panel ontology, and concrete-bar component includes horizontal reinforcement and longitudinal reinforcement, characterized in that
The horizontal reinforcement both ends be straight reinforcing bar, stretch out it is outer at left and right sides of concrete panel ontology, the diameter of horizontal reinforcement be 8mm with
On.
The purpose of this utility model can also be solved using following technical measures:
As more specific scheme, at least front and rear sides are respectively equipped with more horizontal steel in the concrete panel ontology
Muscle, horizontal reinforcement vertical arrangement.
As further embodiment, the longitudinal reinforcement is U-shaped, and open end extends to lower end in concrete panel ontology,
Closed end stretches out concrete panel bodies top；The longitudinal reinforcement lateral arrangement has more, at least part longitudinal reinforcement
Front and rear sides are connected with lacing wire, lacing wire both ends band coupler body, and coupler body catches on longitudinal reinforcement.
As further embodiment, the concrete-bar component further includes wall connecting reinforcing bar, and wall connecting reinforcing bar is straight reinforcing bar,
Its lower end is inserted into concrete panel ontology, and concrete panel bodies top is stretched out in upper end.
As further embodiment, the concrete panel body top surface is equipped with fitting-type face.
As further embodiment, in the concrete panel ontology, lower end, which is embedded with, is vertically connected with grout sleeve.
As further embodiment, shearing resistance concave face is equipped at left and right sides of the concrete panel ontology.
As further embodiment, lower part is also embedded with more horizontal point arranged up and down in the concrete panel ontology
Cloth muscle.
As further embodiment, the concrete panel ontology internal upper part is also embedded with beam and indulges muscle.
The beneficial effects of the utility model are as follows:
(1) the utility model prefabricated panel is in the case where every installation parameter meets construction quality requirement, by overhanging steel
Muscle is set as straight line muscle, can be reduced template deformation, it is conveniently stripped, reduce spillage, facilitate construction, accelerate wallboard installation speed, energy
Very big economic benefit is generated, also, since template open area is small, reduces the influence to formwork structure intensity, it is resistance to improve its
Expenditure achievees the purpose that save template；
(2) template of corresponding prefabricated panel left and right sides only needs out the circular hole of 2mm bigger than horizontal reinforcement diameter, so as to
Overhanging section of horizontal reinforcement passes through, and does not need to be welded with reinforcement channel steel since open area is small, on side form, can save a large amount of templates,
It will not be deformed because of weld stress, continue spillage (this structure spillage amount very little, and cement mortar itself can be by water
Gap plugging between flat reinforcing bar and circular hole)；
(3) when lifting by crane prefabricated panel, overhanging section of horizontal reinforcement between prefabricated panel will not fight mutually, can accelerate wallboard
Installation speed.
Detailed description of the invention
Fig. 1 is an embodiment of the present invention schematic view of the front view.
Fig. 2 is Fig. 1 perspective structure schematic diagram.
Fig. 3 is the A-A schematic cross-sectional view of Fig. 1.
Fig. 4 is the B-B schematic cross-sectional view of Fig. 1.
Specific embodiment
The utility model is further described with reference to the accompanying drawings and embodiments.
Referring to FIG. 1 to FIG. 4, a kind of prefabricated panel, including concrete panel ontology 2 and concrete-bar component, concrete walls
In 400mm or more, concrete-bar component is embedded in concrete panel ontology 2 width of plate ontology 2, and concrete-bar component includes horizontal reinforcement
1 and longitudinal reinforcement 3,1 both ends of horizontal reinforcement are straight reinforcing bar, outer, the horizontal reinforcement that stretches out 2 left and right sides of concrete panel ontology
1 diameter is 8mm or more.
At least front and rear sides are respectively equipped with more horizontal reinforcements 1 in the concrete panel ontology 2, and horizontal reinforcement 1 is vertical
Arrangement.
The longitudinal reinforcement 3 is U-shaped, and open end extends to lower end in concrete panel ontology 2, and closed end stretches out concrete
2 top of wallboard body；3 lateral arrangement of longitudinal reinforcement has more, and the front and rear sides of at least part longitudinal reinforcement 3 are connected with
Lacing wire 8,8 both ends of lacing wire band coupler body, coupler body catch on longitudinal reinforcement 3.
The concrete-bar component further includes wall connecting reinforcing bar 4, and wall connecting reinforcing bar 4 is straight reinforcing bar, and coagulation is inserted into lower end
In native wallboard body 2,2 top of concrete panel ontology is stretched out in upper end.
2 top surface of concrete panel ontology is equipped with fitting-type face 21.
Lower end, which is embedded with, in the concrete panel ontology 2 is vertically connected with grout sleeve 6.
Shearing resistance concave face 22 is equipped at left and right sides of the concrete panel ontology 2.
Lower part is also embedded with more horizontal distribution muscle 7 arranged up and down in the concrete panel ontology 2.
2 internal upper part of concrete panel ontology is also embedded with beam and indulges muscle 5.
Claims (7)
1. a kind of prefabricated panel, including concrete panel ontology and concrete-bar component, the width of concrete panel ontology 400mm with
On, concrete-bar component is embedded in concrete panel ontology, and concrete-bar component includes horizontal reinforcement and longitudinal reinforcement, characterized in that institute
It states horizontal reinforcement both ends to be straight reinforcing bar, stretch out outside at left and right sides of concrete panel ontology, the diameter of horizontal reinforcement is 8mm or more；
The concrete-bar component further includes wall connecting reinforcing bar, and wall connecting reinforcing bar is straight reinforcing bar, and concrete panel is inserted into lower end
In ontology, concrete panel bodies top is stretched out in upper end；
Lower end, which is embedded with, in the concrete panel ontology is vertically connected with grout sleeve.
2. prefabricated panel according to claim 1, it is characterised in that: at least front and rear sides in the concrete panel ontology
It is respectively equipped with more horizontal reinforcements, horizontal reinforcement vertical arrangement.
3. prefabricated panel according to claim 1, it is characterised in that: the longitudinal reinforcement is U-shaped, and open end extends to mixed
Lower end in solidifying soil wallboard body, closed end stretch out concrete panel bodies top；The longitudinal reinforcement lateral arrangement has more, until
The front and rear sides of few a part of longitudinal reinforcement are connected with lacing wire, lacing wire both ends band coupler body, and coupler body catches on longitudinal reinforcement.
4. prefabricated panel according to claim 1, it is characterised in that: the concrete panel body top surface is equipped with fitting-type
Face.
5. prefabricated panel according to claim 1, it is characterised in that: be equipped at left and right sides of the concrete panel ontology anti-
Cut concave face.
6. prefabricated panel according to claim 1, it is characterised in that: lower part is also embedded in the concrete panel ontology
More horizontal distribution muscle arranged up and down.
7. prefabricated panel according to claim 1, it is characterised in that: the concrete panel ontology internal upper part is also embedded with
Beam indulges muscle.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821250087.8U CN208996257U (en) | 2018-08-04 | 2018-08-04 | Prefabricated panel |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821250087.8U CN208996257U (en) | 2018-08-04 | 2018-08-04 | Prefabricated panel |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208996257U true CN208996257U (en) | 2019-06-18 |
Family
ID=66796913
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821250087.8U Expired - Fee Related CN208996257U (en) | 2018-08-04 | 2018-08-04 | Prefabricated panel |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208996257U (en) |
-
2018
- 2018-08-04 CN CN201821250087.8U patent/CN208996257U/en not_active Expired - Fee Related
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20190618 Termination date: 20210804 |