CN110145067A - A kind of prefabricated panel, prefabricated panel component and its construction method - Google Patents
A kind of prefabricated panel, prefabricated panel component and its construction method Download PDFInfo
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- CN110145067A CN110145067A CN201910395237.7A CN201910395237A CN110145067A CN 110145067 A CN110145067 A CN 110145067A CN 201910395237 A CN201910395237 A CN 201910395237A CN 110145067 A CN110145067 A CN 110145067A
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- China
- Prior art keywords
- prefabricated panel
- connector
- ontology
- prefabricated
- neighboring
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Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
- E04C2/02—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
- E04C2/04—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres
- E04C2/06—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres reinforced
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
- E04C2/30—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
- E04C2/44—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the purpose
- E04C2/46—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the purpose specially adapted for making walls
Abstract
The present invention discloses a kind of prefabricated panel, prefabricated panel component and its construction method, it is related to technical field of building construction, multiple sleeves for solving the problems, such as in the prefabricated panel of upper layer can not be aligned completely with more reinforcing bars in lower layer's prefabricated panel and influence construction quality.The present invention includes prefabricated panel ontology and multiple bent connectors, multiple connectors are threaded through along the vertical direction in prefabricated panel ontology, multiple spaced sockets, the corresponding top surface or bottom surface for being pierced by multiple sockets and exceeding prefabricated panel ontology in the both ends of multiple connectors are offered on the top and bottom of prefabricated panel ontology；Or multiple spaced sockets are offered on the top surface or bottom surface of prefabricated panel ontology, one end of multiple connectors is corresponding to be located in multiple sockets, and the other end is located at outside the top surface or bottom surface of prefabricated panel ontology；In the connector overlap joint in the connector and another adjacent prefabricated panel in a prefabricated panel or after welding, concrete has been poured in socket.
Description
Technical field
The present invention relates to technical field of building construction more particularly to a kind of prefabricated panels, prefabricated panel component and its construction
Method.
Background technique
With the development of modern industrial technology, building house can be manufactured in batch completely as machine production, according to
Each section component in house is disassembled in design, after factory is good by each section element precast in house, then transports to practical work
Ground assembles up.Assembled architecture begins to arouse people's interest in early 20th century, realizes finally to the sixties,
The states such as English, method, the Soviet Union attempt first.Since the construction speed of assembled architecture is fast, and lower production costs, exist rapidly
It promotes and comes all over the world.The assembled architecture shape of early stage is more stiff, stereotyped.Later people change in design
Into increasing flexibility and diversity, build assembled architecture can not only in batch, and pattern is abundant.
Existing assembled architecture includes prefabricated panel, and the reinforcement installation in prefabricated panel has connection sleeve, neighbouring
When the assembly of two prefabricated panels, since the reinforcing bar in prefabricated panel is slightly offset or sleeve is slightly offset, in the prefabricated panel of upper layer
Multiple sleeves can not be then aligned completely with multiple reinforcing bars in lower layer's prefabricated panel so that the reinforcing bar in lower layer's prefabricated panel without
Method, which enters in the sleeve of upper layer prefabricated panel, is attached fixation, therefore difficulty of construction is big for prefabricated panel, low efficiency；In addition,
After reinforcing bar insertion sleeve in lower layer's prefabricated panel, also need to slurry is poured into sleeve, sleeve is with reinforcing bar misalignment meeting so that slurry
Material fills discontented in sleeve, and the raw material of slurry require height, and cost price is expensive, and proportion is difficult to grasp, and grouting is difficult to full
In place, often there are spaces, so that slurry crushing easy to aging, causes reinforcing bar to loosen, structural strength is reduced, and influences building matter
Amount.
Summary of the invention
The present invention provides a kind of prefabricated panel, prefabricated panel component and its construction method, for solving upper layer prefabricated panel
The problem of interior multiple sleeves can not be aligned completely with more reinforcing bars in lower layer's prefabricated panel and influence construction quality.
In order to achieve the above objectives, the present invention adopts the following technical scheme:
In a first aspect, the embodiment of the invention provides a kind of prefabricated panel, including prefabricated panel ontology and multiple bent
Connector, multiple connectors are threaded through respectively along the vertical direction in the prefabricated panel ontology, the prefabricated panel sheet
Multiple spaced sockets are offered on the top and bottom of body, the both ends of multiple connectors correspondence is pierced by more
A socket and top surface or the bottom surface setting for exceeding the prefabricated panel ontology；Or the top surface of the prefabricated panel ontology
Or multiple spaced sockets are offered on bottom surface, one end of multiple connectors is corresponding to be located at multiple sockets
Interior, the other end is located at outside the top surface or bottom surface of the prefabricated panel ontology；The connector in a prefabricated panel
After overlapping or weld up and down with the connector in another adjacent described prefabricated panel, concrete has been poured in the socket.
Optionally, the part in multiple sockets is provided with the corner of the prefabricated panel ontology, is located at described
The area of section of the connector of the corner of prefabricated panel ontology is greater than the connector positioned at the middle part of the prefabricated panel ontology
Area of section.
Optionally, the socket extends along the lapping direction or welding direction of the connector.
Second aspect, it is described the embodiment of the invention provides a kind of prefabricated panel component, including at least two prefabricated panels
Prefabricated panel includes prefabricated panel ontology and multiple bent connectors, and multiple connectors are worn respectively along the vertical direction
In in the prefabricated panel ontology, multiple spaced accommodatings are offered at least one in two neighboring prefabricated panel ontology
Mouthful, the socket is located on the bottom surface of prefabricated panel ontology described in the top surface and/or upper layer of prefabricated panel ontology described in lower layer,
One end close to each other is respectively positioned in the socket and phase on the connector in the two neighboring prefabricated panel ontology
It mutually overlaps or welds, poured concrete in the socket.
Optionally, the concrete poured in the socket is grouting material or fine-stone concrete.
Optionally, seat pulp layer is equipped between the two neighboring prefabricated panel.
Optionally, the lap of splice of connector is that the antidetonation of the connector anchors length in the two neighboring prefabricated panel
1.2 times of degree.
Optionally, the welding manner of connector is two-sided welding or single-sided welding in the two neighboring prefabricated panel.
Optionally, two neighboring described pre- when the connector in the two neighboring prefabricated panel uses two-sided welding
The fusion length of connector is 5 times of the diameter of the connector in wallboard processed；Company in the two neighboring prefabricated panel
When fitting uses single-sided welding, the fusion length of connector is the diameter of the connector in the two neighboring prefabricated panel
10 times.
The third aspect, the embodiment of the invention provides a kind of applying for prefabricated panel component described in above-mentioned technical proposal
Work method, comprising the following steps: the second prefabricated panel is placed on the top surface of the first prefabricated panel；Described in corresponding overlap joint or welding
Multiple second connectors and multiple first connectors in first prefabricated panel in second prefabricated panel；In multiple accommodatings
Casting concrete in mouthful.
Compared to the prior art, prefabricated panel provided by the invention, prefabricated panel component and its construction method, the dry wall
Plate includes prefabricated panel ontology and multiple bent connectors, and multiple connectors are threaded through prefabricated panel respectively along the vertical direction
In ontology, due to offering multiple spaced sockets on the top and bottom of prefabricated panel, the two of multiple connectors
End is corresponding to be pierced by multiple sockets and top surface or bottom surface setting beyond prefabricated panel ontology；Or the top of prefabricated panel ontology
Multiple spaced sockets are offered on face or bottom surface, one end of multiple connectors is corresponding to be located in multiple sockets, separately
One end is located at outside the top surface or bottom surface of prefabricated panel ontology.When multiple prefabricated panels carry out assembling construction, by the second dry wall
Plate is placed on the top surface of the first prefabricated panel, and is controlled in the first connector and the second prefabricated panel in the first prefabricated panel
The second connector on end close to each other be respectively positioned in socket, multiple the in the second prefabricated panel of corresponding overlap joint or welding
Multiple second connectors in a connection piece and the first prefabricated panel, the last casting concrete in multiple sockets, to realize
Two prefabricated panels are fixedly connected, because multiple second in the first connectors multiple in the second prefabricated panel and the first prefabricated panel
Connector is not required to be aligned completely, if the connector distance in two prefabricated panels is farther out, can bend connector, so that two pre-
Connector overlap joint or welding in wallboard processed, it is easy to operate, difficulty of construction is reduced, bonding strength is high；And in socket
Above-mentioned overlap joint or welding operation are carried out, the connection procedure visualization of two prefabricated panels convenient for detection, is checked and accepted, and cost is relatively low,
It is not required to grouting material and sleeve, various quality problems, reduce costs caused by avoiding because of grouting material.
Detailed description of the invention
In order to more clearly explain the embodiment of the invention or the technical proposal in the existing technology, to embodiment or will show below
There is attached drawing needed in technical description to be briefly described, it should be apparent that, the accompanying drawings in the following description is only this
Some embodiments of invention for those of ordinary skill in the art without creative efforts, can be with
It obtains other drawings based on these drawings.
Fig. 1 is the connection schematic diagram of prefabricated panel of embodiment of the present invention component；
Fig. 2 is the structural schematic diagram after the socket of prefabricated panel of embodiment of the present invention component pours；
Fig. 3 is the perspective view of a prefabricated panel in prefabricated panel of embodiment of the present invention component；
Fig. 4 is the structural schematic diagram in prefabricated panel of embodiment of the present invention component at socket；
Fig. 5 is flow diagram of the embodiment of the present invention for the construction method of prefabricated panel component.
Specific embodiment
Following will be combined with the drawings in the embodiments of the present invention, and technical solution in the embodiment of the present invention carries out clear, complete
Site preparation description, it is clear that described embodiments are only a part of the embodiments of the present invention, instead of all the embodiments.It is based on
Embodiment in the present invention, it is obtained by those of ordinary skill in the art without making creative efforts every other
Embodiment shall fall within the protection scope of the present invention.
In the description of the present invention, it should be noted that unless otherwise clearly defined and limited, term " installation ", " phase
Even ", " connection " shall be understood in a broad sense, for example, it may be being fixedly connected, may be a detachable connection, or be integrally connected；It can
To be mechanical connection；It can be directly connected, the company inside two elements can also be can be indirectly connected through an intermediary
It is logical.For the ordinary skill in the art, the concrete meaning of above-mentioned term in the present invention can be understood with concrete condition.
In the description of the present invention, "and/or", only a kind of incidence relation for describing affiliated partner, expression can deposit
In three kinds of relationships, for example, A and/or B, can indicate: individualism A exists simultaneously A and B, these three situations of individualism B.
In addition, character "/" herein, typicallys represent the relationship that forward-backward correlation object is a kind of "or".
Referring to Fig.1~4, the prefabricated panel 1 of the embodiment of the present invention includes prefabricated panel ontology 11 and multiple bent companies
Fitting 12, wherein prefabricated panel ontology 11 includes multiple transverse steels 111 (i.e. horizontal reinforcement) and multiple vertical reinforcements 112, more
A transverse steel 111 and the interlaced setting of multiple vertical reinforcements 112, can increase the bearing capacity of prefabricated panel ontology 1.It is multiple
Connector 12 is threaded through in prefabricated panel ontology 11 respectively along the vertical direction, is opened on the top and bottom of prefabricated panel ontology 11
Equipped with multiple sockets 101, multiple sockets 101 are set along the top surface of prefabricated panel ontology 11 or the length direction interval of bottom surface
It sets, the corresponding top surface or bottom surface for being pierced by multiple sockets 101 and exceeding prefabricated panel ontology 11 in the both ends of multiple connectors 12
Setting；Or multiple sockets 101 are offered on the top surface or bottom surface of prefabricated panel ontology 11, one end of multiple connectors 12 is corresponding
In multiple sockets 101, the other end is located at outside the top surface or bottom surface of prefabricated panel ontology 11；In a prefabricated panel 1
Connector 12 and another adjacent prefabricated panel in about 12 connector overlap joint or weld after, poured in socket 101
Concrete.
Compared to the prior art, prefabricated panel 1 provided in an embodiment of the present invention includes prefabricated panel ontology 11 and multiple companies
Fitting 12, multiple connectors 12 are threaded through in prefabricated panel ontology 11 respectively along the vertical direction, due to prefabricated panel ontology 11
Multiple spaced sockets 101 are offered on top and bottom, the both ends of multiple connectors 12 correspondence is pierced by multiple
On the top surface or bottom surface of socket 101 and top surface or bottom surface setting or prefabricated panel ontology 11 beyond prefabricated panel ontology 11
Multiple sockets 101 are offered, one end of multiple connectors 12 is corresponding to be located in multiple sockets 101, and the other end is located at prefabricated
Outside the top surface or bottom surface of wallboard body 11.It is pre- with the first prefabricated panel and second when multiple prefabricated panels 1 carry out assembling construction
For wallboard assembling processed, the second prefabricated panel is placed on the top surface of the first prefabricated panel, and control in the first prefabricated panel
The first connector and the second prefabricated panel in the second connector on end close to each other be respectively positioned in socket 101,
In the second prefabricated panel of corresponding overlap joint or welding in multiple first connectors and the first prefabricated panel after multiple second connectors,
Casting concrete in multiple sockets 101, so that being fixedly connected for two prefabricated panels is realized, because multiple in the second prefabricated panel
Second connector is not required to be aligned completely with the first connectors multiple in the first prefabricated panel, if the connection in two prefabricated panels 1
Part distance farther out, can bend connector, so that connector overlap joint or welding in two prefabricated panels 1, easy to operate, reduce
Difficulty of construction, bonding strength are high；And above-mentioned overlap joint or welding operation are carried out in socket 101, two prefabricated panels 1
Connection procedure visualization convenient for detection, is checked and accepted, and cost is relatively low, is not required to grouting material and sleeve, caused by avoiding because of grouting material
Various quality problems, reduce costs.
Optionally, the area of section of above-mentioned multiple connectors 12 can be identical, can also be different.Because in prefabricated panel ontology 11
Corner needs to pour edge member 13, pour operation it is simpler, so, the portion in the multiple sockets 101 of the embodiment of the present invention
Divide the corner for being provided with prefabricated panel ontology 11 respectively, positioned at the section face of the connector 12 of 11 corner of prefabricated panel ontology
Product is greater than the area of section for being located at the connector 12 at 11 middle part of prefabricated panel ontology.
Further, 101 edge of socket in order to improve the bonding strengths of two prefabricated panels 1, in the embodiment of the present invention
The lapping direction or welding direction of connector 12 extend, so that the lap of splice of connector 12 is longer in two prefabricated panels 1, from
And the fusion length of two connectors 12 is longer.It should be noted that the socket 101 of the embodiment of the present invention can for accommodation groove or
Accommodating hole, when socket 101 is accommodating hole, accommodating hole is the through-hole of the thickness direction through prefabricated panel ontology 11, connection
Part 12 is reinforcing bar.
The embodiment of the invention also includes a kind of prefabricated panel component, including at least two prefabricated panels 1, prefabricated panel 1 is wrapped
Prefabricated panel ontology 11 and multiple bent connectors 12 are included, multiple connectors 12 are arranged in dry wall respectively along the vertical direction
In plate ontology 11, multiple sockets 101, multiple sockets are offered at least one in two neighboring prefabricated panel ontology 11
101 interval settings, and socket 101 is located at the top surface of lower layer's prefabricated panel ontology or socket 101 is located at upper layer prefabricated panel
On the bottom surface of ontology or socket 101 is located at the top surface of lower layer's prefabricated panel ontology and the bottom surface of upper layer institute prefabricated panel ontology
On, one end close to each other is respectively positioned in socket 101 and mutual on the connector 12 in two neighboring prefabricated panel ontology 11
Overlap joint welds, and has poured concrete in socket 101.
After the completion of connector 12 in two prefabricated panels welds, the appearance of the prefabricated panel ontology 11 of the embodiment of the present invention
Setting the concrete that pours in mouth 101 is grouting material or fine-stone concrete, so that entire socket 101 be closed, contiguous prefabricated wallboard 1 it
Between bonding strength it is higher.
Further, seat pulp layer 2 is equipped in the embodiment of the present invention between two neighboring prefabricated panel 1, seat pulp layer 2 increases by two
The bonding strength of a prefabricated panel.Specifically, when two about 1 prefabricated panels are arranged, seat pulp layer 2 is coated in lower layer's dry wall
On the top surface of plate.
If the lap of splice of connector 12 is too long in two neighboring prefabricated panel 1, need to open up longer socket 101,
Influence the structural strength of precast wall body；If the lap of splice of connector 12 is too short in two neighboring prefabricated panel, it has not been convenient to overlap
Operation.Therefore, the lap of splice of connector 12 is the antidetonation of connector 12 in two neighboring prefabricated panel 1 in the embodiment of the present invention
1.2 times (i.e. 1.2LaE) of anchorage length, to ensure that the bonding strength of two prefabricated panels, 1 interconnecting piece 12.
Optionally, the welding manner of connector 12 is two-sided welding or single-sided welding, operation in two neighboring prefabricated panel 1
Simply, and bonding strength is higher.
Based on the above embodiment, in order to guarantee weld strength, when the connector 12 in two neighboring prefabricated panel 1 is using double
When face is welded, the fusion length of connector 12 is 5 times of 12 diameter of connector in two neighboring prefabricated panel 1, to guarantee two
The weld strength of a connector 12 is higher；When the connector 12 in two neighboring prefabricated panel 1 is using single-sided welding, adjacent two
The fusion length of connector 12 is 10 times of the diameter of connector 12 in a prefabricated panel 1, to guarantee two connectors 12
Weld strength is higher.
Reference Fig. 5, a kind of construction method for above-mentioned prefabricated panel component provided in an embodiment of the present invention, including it is following
Step: the second prefabricated panel is placed on the top surface of the first prefabricated panel；It is multiple in the second prefabricated panel of corresponding overlap joint or welding
Multiple first connectors in second connector and the first prefabricated panel；The casting concrete in multiple sockets.
It should be understood that being provided with prefabricated panel ontology after casting concrete pours in the multiple sockets 101 of completion
The socket 101 of corner be connected as one with edge member 13.In addition, in multiple sockets before casting concrete,
It needs to build temporary fixing structure at socket 101.
In the description of this specification, particular features, structures, materials, or characteristics can be real in any one or more
Applying can be combined in any suitable manner in example or example.
The above description is merely a specific embodiment, but scope of protection of the present invention is not limited thereto, any
In the technical scope disclosed by the present invention, any changes or substitutions that can be easily thought of by those familiar with the art, all answers
It is included within the scope of the present invention.Therefore, protection scope of the present invention should be with the scope of protection of the claims
It is quasi-.
Claims (10)
1. a kind of prefabricated panel, which is characterized in that including prefabricated panel ontology and multiple bent connectors, multiple companies
Fitting is threaded through respectively along the vertical direction in the prefabricated panel ontology, is opened on the top and bottom of the prefabricated panel ontology
Equipped with multiple spaced sockets, the both ends of multiple connectors correspondence is pierced by multiple sockets and exceeds
The top surface of the prefabricated panel ontology or bottom surface setting；
Or multiple spaced sockets are offered on the top surface or bottom surface of the prefabricated panel ontology, multiple connectors
One end it is corresponding be located in multiple sockets, the other end is located at outside the top surface or bottom surface of the prefabricated panel ontology；
It is taken above and below the connector in a prefabricated panel and the connector in another adjacent described prefabricated panel
After connecing or welding, concrete has been poured in the socket.
2. prefabricated panel according to claim 1, which is characterized in that the part in multiple sockets is provided with described
The corner of prefabricated panel ontology is greater than positioned at the area of section of the connector of the corner of the prefabricated panel ontology and is located at institute
State the area of section of the connector at the middle part of prefabricated panel ontology.
3. prefabricated panel according to claim 1, which is characterized in that lapping direction of the socket along the connector
Or welding direction extends.
4. a kind of prefabricated panel component, which is characterized in that including at least two prefabricated panels, the prefabricated panel includes dry wall
Plate ontology and multiple bent connectors, multiple connectors are arranged in the prefabricated panel ontology respectively along the vertical direction
It is interior, multiple spaced sockets are offered at least one in two neighboring prefabricated panel ontology, the socket is located at
It is two neighboring described prefabricated on the bottom surface of prefabricated panel ontology described in the top surface and/or upper layer of prefabricated panel ontology described in lower layer
One end close to each other is respectively positioned in the socket and mutually overlaps or weld, institute on the connector in wallboard body
It states and has poured concrete in socket.
5. prefabricated panel component according to claim 4, which is characterized in that the concrete poured in the socket is to fill
Slurry or fine-stone concrete.
6. prefabricated panel component according to claim 4, which is characterized in that be equipped between the two neighboring prefabricated panel
Seat pulp layer.
7. prefabricated panel component according to claim 4, which is characterized in that connector in the two neighboring prefabricated panel
The lap of splice be 1.2 times of antidetonation anchorage length of the connector.
8. prefabricated panel component according to claim 4, which is characterized in that connector in the two neighboring prefabricated panel
Welding manner be two-sided welding or single-sided welding.
9. prefabricated panel component according to claim 8, which is characterized in that the company in the two neighboring prefabricated panel
When fitting uses two-sided welding, the fusion length of connector is the diameter of the connector in the two neighboring prefabricated panel
5 times；
When the connector in the two neighboring prefabricated panel uses single-sided welding, connected in the two neighboring prefabricated panel
The fusion length of part is 10 times of the diameter of the connector.
10. a kind of construction method for prefabricated panel component described in the claims 4~9, which is characterized in that including with
Lower step:
Second prefabricated panel is placed on the top surface of the first prefabricated panel；
Corresponding overlap joint welds in second prefabricated panel multiple the in multiple second connectors and first prefabricated panel
A connection piece；
The casting concrete in multiple sockets.
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| CN105604208A (en) * | 2016-03-03 | 2016-05-25 | 华汇工程设计集团股份有限公司 | Prefabricated shear wall in cast-in-situ connection mode |
| CN108360712A (en) * | 2018-03-29 | 2018-08-03 | 浙江大学建筑设计研究院有限公司 | A kind of assembled steel reinforced concrete shear force wall and its construction method |
| CN208251372U (en) * | 2018-03-29 | 2018-12-18 | 浙江大学建筑设计研究院有限公司 | A kind of assembled steel reinforced concrete shear force wall |
| CN208315492U (en) * | 2018-05-10 | 2019-01-01 | 悉地（北京）国际建筑设计顾问有限公司 | A kind of breaker |
| CN109372155A (en) * | 2018-06-26 | 2019-02-22 | 清华大学 | A kind of construction that precast concrete shear wall vertically connects and construction method |
| CN108678279A (en) * | 2018-07-13 | 2018-10-19 | 中国建筑标准设计研究院有限公司 | Based on the built-in assembled architecture and its construction method for leading to high bellows prefabricated panel |
| CN210562956U (en) * | 2019-05-13 | 2020-05-19 | 悉地国际设计顾问（深圳）有限公司 | Prefabricated wallboard and prefabricated wallboard assembly |
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