CN209066715U - Concrete prefabricated wallboard - Google Patents
Concrete prefabricated wallboard Download PDFInfo
- Publication number
- CN209066715U CN209066715U CN201821883982.3U CN201821883982U CN209066715U CN 209066715 U CN209066715 U CN 209066715U CN 201821883982 U CN201821883982 U CN 201821883982U CN 209066715 U CN209066715 U CN 209066715U
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- CN
- China
- Prior art keywords
- precast concrete
- cross reinforcement
- lacing wire
- concrete wall
- fixing groove
- 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.)
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Abstract
The utility model belongs to assembled architecture field more particularly to a kind of concrete prefabricated wallboard.Including precast concrete wall and it is symmetricly set on steel mesh lamella in precast concrete wall, the steel mesh lamella includes the longitudinal bar and cross reinforcement in the netted setting of grid, lacing wire is provided between two layers of steel mesh lamella, the intersection of longitudinal bar and cross reinforcement is arranged in the both ends of the lacing wire, the lacing wire is arranged diagonally downward, the two sides of the precast concrete wall are additionally provided with fixing groove, fixed lobe is provided in the fixing groove, connector is provided between two adjacent precast concrete walls, the both ends of the connector can knob in fixing groove.The utility model provides a kind of concrete prefabricated wallboard, effective to improve the intensity of entire wall by improving to the steel mesh in wallboard, simultaneously, increase connector between two walls, further improve the bonding strength between wall, and then ensures the safe and reliable of building.
Description
Technical field
The utility model belongs to assembled architecture field more particularly to a kind of concrete prefabricated wallboard.
Background technique
As assembled architecture policy constantly pushes and the raising of market acceptance, assembled architecture development such as fire at present
Such as the bitter edible plant, each enterprise in each department all falls over each other to develop assembled architecture, miscellaneous assembled arthitecutral structure system occurs, presents
The gesture let a hundred schools contend out.
Concrete prefabricated wallboard is to be processed into the reinforcement coagulation for building assembly in precast plant (field) or construction site
Native board type members, abbreviation wallboard or siding.Assembled large panel building is built using precast concrete wall panel, factory can be improved
Change, mechanized construction degree, reduce situ wet operation, saves live recruitment, overcome seasonal effect, shorten the construction period.
Concrete prefabricated wallboard is divided into lining and Side fascia two major classes by using function.1. lining.There is cross wall plate, indulge
Wallboard and three kinds of partition plate.Cross wall plate and vertical wallboard are load-bearing wall panel, and partition plate is non-bearing wallboard.Lining should have every
Sound and fireproof function.Lining generally uses homogenous material (normal concrete, silicate concrete or light aggregate concrete)
Be made, have it is solid with hollow two kinds.2. Side fascia.There are facade plate, gable board and three kinds of eaves wallboard.Facade plate is certainly
Load-bearing wall panel, gable board and eaves wallboard are load-bearing wall panel.Side fascia in addition to should have the function of sound insulation and fireproof, should also have every
The effects of hot heat preservation, impervious, freeze thawing resistance, anti-carbonization and the requirement for meeting art of architecture decoration, Side fascia can be single with light-weight aggregate
Material is made, and composite material (structure sheaf, heat insulation layer and finish coat) can also be used and be made.
It for the cross wall plate and vertical wallboard in lining, is used as load bearing wall, therefore, it is necessary to have centainly strong
Degree and need to connect between two walls it is firm, for this purpose, the utility model provides that a kind of load bearing effect is good and stable connection
Concrete prefabricated wallboard.
Utility model content
The utility model proposes a kind of designs rationally, simple structure and convenient processing, load bearing effect be good and stable connection mixes
Solidifying soil prefabricated panel.
In order to achieve the above object, the technical solution adopted in the utility model is that the utility model provides a kind of concrete
Prefabricated panel, including precast concrete wall and it is symmetricly set on steel mesh lamella in precast concrete wall, the reinforcing bar
Mesh sheet layer includes the longitudinal bar and cross reinforcement in the netted setting of grid, is provided with lacing wire, the drawing between two layers of steel mesh lamella
The intersection of longitudinal bar and cross reinforcement is arranged in the both ends of muscle, and the lacing wire is arranged diagonally downward, it is same longitudinal direction longitudinal bar and
The setting in the crosspoint of one, the lacing wire interval longitudinal bar and cross reinforcement of the intersection of cross reinforcement, adjacent longitudinal direction longitudinal bar and cross
The lacing wire of the intersection of reinforcing bar is staggered, and one, the lacing wire interval of the intersection of same transverse direction longitudinal bar and cross reinforcement is vertical
The both ends of the setting in the crosspoint of reinforcing bar and cross reinforcement, the reinforcing bar of the cross reinforcement are arranged through precast concrete wall, wherein
The cross reinforcement in the same level direction of the side in precast concrete wall connects, and the two sides of the precast concrete wall are also
It is provided with fixing groove, fixed lobe, the company of being provided between two adjacent precast concrete walls are provided in the fixing groove
Fitting, the both ends of the connector can knob in fixing groove.
Preferably, the fixing groove is arranged at intervals on the two sides of precast concrete wall.
Preferably, the fixing groove is arranged between two layers of cross reinforcement.
Preferably, the connector includes cylindrical connector ontology and connector ontology both ends is arranged in
Connecting column, the connecting column are provided with knob plate far from one end of connection ontology.
Preferably, the surface of the precast concrete wall is provided with the through-hole through precast concrete wall, it is described
Through-hole is evenly distributed in the surface of precast concrete wall.
Compared with prior art, it is the advantages of the utility model with good effect,
1, the utility model provides a kind of concrete prefabricated wallboard, by improving to the steel mesh in wallboard, effectively
The entire wall of raising intensity, meanwhile, increase connector between two walls, further improve the company between wall
Intensity is connect, and then ensures the safe and reliable of building.
Detailed description of the invention
It, below will be to required in embodiment description in order to illustrate more clearly of the technical solution of the utility model embodiment
The attached drawing used is briefly described, it should be apparent that, the accompanying drawings in the following description is some embodiments of the utility model,
For those of ordinary skill in the art, without any creative labor, it can also obtain according to these attached drawings
Obtain other attached drawings.
Fig. 1 is the structural schematic diagram for the concrete prefabricated wallboard that embodiment 1 provides;
Fig. 2 is the side sectional view for the concrete prefabricated wallboard that embodiment 1 provides;
Fig. 3 is the structural schematic diagram for the connector that embodiment 1 provides;
In above each figure, 1, precast concrete wall;11, through-hole;2, longitudinal bar;3, cross reinforcement;4, fixing groove;5, it connects
Part;51, connector ontology;52, connecting column;53, knob plate;6, lacing wire.
Specific embodiment
It is with reference to the accompanying drawing and real in order to be more clearly understood that the above objects, features, and advantages of the utility model
Example is applied to be described further the utility model.It should be noted that in the absence of conflict, embodiments herein and reality
The feature applied in example can be combined with each other.
Many details are explained in the following description in order to fully understand the utility model, still, this is practical
Novel to be implemented using other modes described herein are different from, therefore, the utility model is not limited to be described below
The limitation of the specific embodiment of specification.
Embodiment 1, as shown in Figure 1, Figure 2, Figure 3 shows, it is pre- that the utility model provides the concrete that intensity is high and assembly strength is high
Wallboard processed, for this purpose, the present embodiment provides provide including precast concrete wall 1 and be symmetricly set on precast concrete wall 1
Interior steel mesh lamella, in the present embodiment, steel mesh lamella include the longitudinal bar 2 and cross reinforcement 3 in the netted setting of grid, reinforcing bar
Mesh sheet layer is arranged close to 1 two sides of precast concrete wall, in order to ensure steel mesh lamella and precast concrete wall 1 form one
Structure, and then ensure that the intensity of entire concrete prefabricated wallboard is provided between two layers of steel mesh lamella in the present embodiment
The intersection of longitudinal bar 2 and cross reinforcement 3 is arranged in lacing wire 6, the both ends of lacing wire 6.
In order to achieve the purpose that enhancing, meanwhile, the use of lacing wire 6 is reduced, production cost is reduced, in the present embodiment, is drawn
Muscle 6 is arranged diagonally downward, in the present embodiment, lacing wire 6 be arranged diagonally downward refer to it is one higher than the other end in one end of lacing wire 6
The height of cross reinforcement 3.And the lacing wire 6 of the intersection of same longitudinal longitudinal bar 2 and cross reinforcement 3 is spaced a longitudinal bar 2 and cross
The setting in the crosspoint of reinforcing bar 3, and the lacing wire 6 of the intersection of adjacent longitudinal longitudinal bar 2 and cross reinforcement 3 is staggered, it is same
The lacing wire 6 of the intersection of lateral longitudinal bar 2 and cross reinforcement 3 is spaced the setting in the crosspoint of a longitudinal bar 2 and cross reinforcement 3,
I.e., it is assumed that four adjacent crosspoints of the same steel mesh lamella are successively named as A, B, C, D along clockwise direction, if drawn
Muscle 6 is in A point, then that lacing wire 6 adjacent thereto is then in D point, B point and C point do not have lacing wire 6.The purpose being arranged in this way,
It can make to form three-legged structure between lacing wire 6 and cross reinforcement 3 and longitudinal bar 2, and then ensure the intensity of entire concrete prefabricated wallboard.
In order to make can be more firm between two adjacent concrete prefabricated wallboards connection, in the present embodiment, horizontal steel
The both ends of the reinforcing bar of muscle 3 are arranged through precast concrete wall 1, wherein the same water of the side in precast concrete wall 1
Square to cross reinforcement 3 connect, in this way, the cross reinforcement 3 of entire concrete prefabricated wallboard same layer appears like a U-shaped
Setting, in precast concrete wall 1, another cross reinforcement 3 does bending setting, in this way, by two pieces of adjacent concrete prefabricated panels
It when group is placed on integrated, is poured, two after pouring in this way wall forms one, also has reinforcing bar in the inside that pours of formation
In the presence of raising intensity.
In order to further increase the intensity between two adjacent concrete prefabricated wallboards, in precast concrete wall 1
Two sides are additionally provided with fixing groove 4, and fixed lobe is provided in fixing groove 4, and in the present embodiment, fixed lobe has fixing groove
The gap of certain distance is arranged at 4 bottom, and a certain distance is also arranged at the top apart from fixing groove 4, and fixed lobe is set in tabular
It sets, in the present embodiment, setting has interval between two fixed lobes there are two symmetrically arranged fixed lobe altogether, meanwhile, also
Provided with the connector 5 being arranged between two adjacent precast concrete walls 1, the both ends of connector 5 can knob in fixation
In slot 4.
In order to make connector 5 both ends can knob in fixing groove 4, the present embodiment also specially provides a kind of connector 5
Including cylindrical connector ontology 51 and the connecting column 52 at 51 both ends of connector ontology is set, connecting column 52 is far from even
The one end for connecing ontology is provided with knob plate 53, after knob plate 53 is inserted between two fixed lobes, rotates knob plate 53, makes
Fixed lobe blocks knob plate 53, meanwhile, in the present embodiment, the diameter of connecting column 52 is slightly less than between two fixed lobes
Gap, the diameter of connector ontology 51 are slightly less than the diameter of fixing groove 4, and such setting makes two concrete prefabricated wallboard phases
Interconnection is connected together, and keeps its globality more preferable, casts for convenience, connector 5 is steel.
In order to further increase globality, fixing groove 4 is arranged at intervals on the two sides of precast concrete wall 1, and fixing groove 4
It is arranged between two layers of cross reinforcement 3.
In view of needing to lift all kinds of spools in interior wall, in order to avoid drilling, influence to wall, in the present embodiment,
The surface of precast concrete wall 1 is provided with the through-hole 11 through precast concrete wall 1, and through-hole 11 is evenly distributed in prefabricated
It specifically when pouring precast concrete wall 1, is stayed when pouring in round tube therein, circle on the surface of concrete wall 1
Run through concrete prefabricated wallboard before and after pipe, the intermediate throughholes 11 of round tube form the through-hole 11 for running through precast concrete wall 1, through-hole
11 can be used for lifting installation, mold is fixed, facing is fitted up and temporary support, it can also be used to spool, water pipe, extinguishing pipe, air-conditioning peace
The anchoring of dress, curtain wall and insulating layer installation, solves and causes wallboard cracking to ask prefabricated panel aperture in the construction process
Topic, improves the progress and construction quality of assembled architecture project, improves safety, and carry out applying for later period convenient for worker
Work.
The above descriptions are merely preferred embodiments of the present invention, is not to make other forms to the utility model
Limitation, any person skilled in the art is changed or is modified as possibly also with the technology contents of the disclosure above equivalent
The equivalent embodiment of variation is applied to other fields, but all without departing from the content of the technical scheme of the utility model, according to this reality
With novel technical spirit any simple modification, equivalent variations and remodeling to the above embodiments, it is practical new to still fall within this
The protection scope of type technical solution.
Claims (5)
1. a kind of concrete prefabricated wallboard, which is characterized in that including precast concrete wall and be symmetricly set on concrete
Steel mesh lamella in cob wall body, the steel mesh lamella include the longitudinal bar and cross reinforcement in the netted setting of grid, two layers of reinforcing bar
Lacing wire is provided between mesh sheet layer, the intersection of longitudinal bar and cross reinforcement is arranged in the both ends of the lacing wire, and the lacing wire is inclined
It is arranged obliquely, the intersection of lacing wire interval one longitudinal bar and cross reinforcement of the intersection of same longitudinal direction longitudinal bar and cross reinforcement
The lacing wire of the intersection of the setting of point, adjacent longitudinal direction longitudinal bar and cross reinforcement is staggered, same transverse direction longitudinal bar and horizontal steel
The setting in the crosspoint of one, the lacing wire interval longitudinal bar and cross reinforcement of the intersection of muscle, the both ends of the reinforcing bar of the cross reinforcement
It is arranged through precast concrete wall, wherein the cross reinforcement in the same level direction of the side in precast concrete wall connects
It connects, the two sides of the precast concrete wall are additionally provided with fixing groove, and fixed lobe is provided in the fixing groove, and two adjacent
Precast concrete wall between be provided with connector, the both ends of the connector can knob in fixing groove.
2. concrete prefabricated wallboard according to claim 1, which is characterized in that the fixing groove is arranged at intervals on prefabricated mixed
The two sides of solidifying cob wall body.
3. concrete prefabricated wallboard according to claim 2, which is characterized in that the fixing groove is arranged in two layers of cross reinforcement
Between.
4. concrete prefabricated wallboard according to claim 3, which is characterized in that the connector includes cylindrical company
Fitting ontology and the connecting column that connector ontology both ends are arranged in, the connecting column are provided with rotation far from one end of connection ontology
Button plate.
5. concrete prefabricated wallboard according to claim 4, which is characterized in that the surface of the precast concrete wall is set
It is equipped with the through-hole through precast concrete wall, the through-hole is evenly distributed in the surface of precast concrete wall.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201821883982.3U CN209066715U (en) | 2018-11-15 | 2018-11-15 | Concrete prefabricated wallboard |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201821883982.3U CN209066715U (en) | 2018-11-15 | 2018-11-15 | Concrete prefabricated wallboard |
Publications (1)
Publication Number | Publication Date |
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CN209066715U true CN209066715U (en) | 2019-07-05 |
Family
ID=67099336
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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CN201821883982.3U Expired - Fee Related CN209066715U (en) | 2018-11-15 | 2018-11-15 | Concrete prefabricated wallboard |
Country Status (1)
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CN (1) | CN209066715U (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN116575568A (en) * | 2023-04-10 | 2023-08-11 | 上海隆振节能科技股份有限公司 | ALC wallboard for enhancing connection strength of adjacent template units |
-
2018
- 2018-11-15 CN CN201821883982.3U patent/CN209066715U/en not_active Expired - Fee Related
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN116575568A (en) * | 2023-04-10 | 2023-08-11 | 上海隆振节能科技股份有限公司 | ALC wallboard for enhancing connection strength of adjacent template units |
CN116575568B (en) * | 2023-04-10 | 2024-02-13 | 上海隆振节能科技股份有限公司 | ALC wallboard for enhancing connection strength of adjacent template units |
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Date | Code | Title | Description |
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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: 20190705 Termination date: 20201115 |