CN106049707A - Prefabricated wall body, prefabricated house building and construction method - Google Patents
Prefabricated wall body, prefabricated house building and construction method Download PDFInfo
- Publication number
- CN106049707A CN106049707A CN201610437218.2A CN201610437218A CN106049707A CN 106049707 A CN106049707 A CN 106049707A CN 201610437218 A CN201610437218 A CN 201610437218A CN 106049707 A CN106049707 A CN 106049707A
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- Prior art keywords
- wall
- plate
- link slot
- connection
- wall board
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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
- E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/38—Connections for building structures in general
- E04B1/61—Connections for building structures in general of slab-shaped building elements with each other
- E04B1/6108—Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together
- E04B1/612—Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together by means between frontal surfaces
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/38—Connections for building structures in general
- E04B1/61—Connections for building structures in general of slab-shaped building elements with each other
- E04B2001/6195—Connections for building structures in general of slab-shaped building elements with each other the slabs being connected at an angle, e.g. forming a corner
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
A prefabricated wall body comprises a wallboard body. A plurality of vertical supporting connection steel tubes are arranged in the wallboard body. A prefabricated house building comprises a foundation, the wall bodies connected with the foundation and a roof assembly arranged on the wall bodies. A plurality of connection steel bars are arranged on the foundation. Through fast cooperation connection between the prefabricated wall body and connection wall bodies, the installation speed is high, labor is saved, the cost is reduced, and the connection strength is improved. In addition, the supporting connection steel tubes are additionally arranged in the wall body, the strength and bearing performance of the wall body are improved, and thus the structure of the wall body is optimized to a certain extent. Through a construction method provided by the invention, the assembling process of the building is quite simple and conveniently, and fast and convenient assembly is achieved.
Description
Technical field:
The present invention relates to prefabricated body of wall.The invention still further relates to prefabricated building construction and the construction side in prefabricated house
Method.
Background technology:
Existing prefabricated house, its body of wall is provided with multiple vertical installing hole, makes itself and house by connecting reinforcing bar
Basis or floor grafting are connected, it is necessary to consider the load-bearing problem of body of wall building large-scale or high-story house when, if desired will
Body of wall does and does greatly thick to promote its load-bearing property, so not only increases production cost, and makes to produce and under installation rate
Fall, and not readily transportable.
Summary of the invention:
For improving the load-bearing property of body of wall in prior art, the invention provides prefabricated body of wall.Corresponding to this, the present invention
Additionally provide prefabricated building construction and the method for construction of prefabricated building construction utilizing this body of wall quick assembling.
Prefabricated body of wall, including wall board body, is provided with some vertical support joint steel pipes in described wall board body.
Prefabricated building construction, including basis and the body of wall that basis connects, is located at the roof assembly above body of wall, described
On the basis of be provided with some connection reinforcing bars, it is characterised in that described body of wall is described prefabricated body of wall.
The method of construction of prefabricated building construction, comprises the steps；
A, first complete the foundation construction in house；
B, by the vertical installing hole on body of wall with on the basis of connection reinforcing bar match by body of wall plug-in mounting on the basis of；
C, being connected with body of wall by body of wall, its connected mode includes；
C1, body of wall connect with body of wall " T-shaped "；The connection noose grafting of the first face wall plate body leading flank of traverse is entered another
In the link slot of mutually isostructural wall board body end, in perpendicular joint bar is inserted to vertical jack and/or；
C2, body of wall connect with body of wall " yi word pattern "；The end of wall board body is connected noose and another mutually isostructural wallboard
The end phase female connector of body connects, in perpendicular joint bar is inserted to vertical jack and/or；
C3, body of wall connect with body of wall " cross "；The connection noose grafting of the first face wall plate body leading flank of traverse is entered
In the link slot of second mutually isostructural wall board body end, perpendicular joint bar is inserted in vertical jack, pours into a mould within connecting cavity
Concrete grout；Adapter sleeve by the link slot of the 3rd mutually isostructural wall board body end Yu the first wall board body trailing flank of traverse
Rope connects, and is inserted in vertical jack by perpendicular joint bar；
C4, body of wall connect with body of wall " L font "；By on the left of wall board body or the connection noose grafting of right flank enters the second face wall
In the link slot of plate body end, perpendicular joint bar is inserted in vertical jack；
D, connecting plate is arranged on the adjacent supports connecting tube upper end of connected two bodies of wall, and by connecting plate with support connecting tube
Upper steel plate welding, be installed on outside body of wall upper end and less than the position of connecting plate, lay steel plate and make outside body of wall
Upper end flushes, and toward vertical installing hole and is connected cavity cast concrete grout with the hole on connecting plate by steel plate；
E, the vertical installing hole of floor is directed at the connection reinforcing bar stretched out from body of wall upper end make floor connect with body of wall and/
Or；
E1, the connection reinforcement welding that the floor being even connected connects the distribution of end mutual dislocation get up, then toward in connecting groove
Cast concrete grout；
F, by the vertical installing hole on the first connecting plate of roof connecting plate and the second connecting plate with reach floor upper end
Connection reinforcing bar aligned fit, the first connecting plate and the second connecting plate are installed above body of wall, toward the first connecting plate and second
Cast concrete grout in the vertical installing hole of connecting plate；
G, on the first connecting plate and the second connecting plate, lay roof swash plate, and contiguous block is arranged on roof swash plate and the
Make roof swash plate and the second connecting plate be connected in the connection draw-in groove of two connecting plates, contiguous block is arranged between adjacent roof swash plate
Connect in draw-in groove and make adjacent roof swash plate be connected.
The embodiment of the present invention, is connected with quick-fit between connecting wall by prefabricated body of wall, and installation rate is fast and saves
Manpower, reduces cost and improves bonding strength, additionally by having additional support joint steel pipe in body of wall, improve body of wall
Intensity, load-bearing property, support joint steel pipe and can be used for reinforcing bar vertical and connect it can also be used to laterally connecting between body of wall and body of wall
Connect, meanwhile, support joint steel pipe and be also used as to bear the vertical applied force of body of wall, support can be set according to the load-bearing environment of body of wall
The quantity of joint steel pipe, relatively lightweight that the material of body of wall then can do and the overall stress that do not affects body of wall so that the knot of body of wall
Structure has optimized, and can alleviate the weight of body of wall and can guarantee that the load-bearing property that body of wall has had, facilitating the transport of body of wall.
Accompanying drawing illustrates:
For the technical scheme being illustrated more clearly that in the embodiment of the present invention, in embodiment being described below required for make
Accompanying drawing be briefly described, it should be apparent that, below describe in accompanying drawing be only some embodiments of the present invention, for
From the point of view of those of ordinary skill in the art, on the premise of not paying creative work, it is also possible to obtain other according to these accompanying drawings
Accompanying drawing.
The structural representation of Fig. 1 prefabricated of the present invention body of wall；
Fig. 2 prefabricated of the present invention body of wall internal structure schematic diagram；
Fig. 3 prefabricated of the present invention body of wall and connecting wall attachment structure schematic diagram；
Fig. 4 body of wall of the present invention is connected floor map with body of wall L-type；
Fig. 5 body of wall of the present invention is T-shaped with body of wall is connected floor map；
Fig. 6 body of wall of the present invention is cross with body of wall is connected floor map；
Fig. 7 body of wall of the present invention is connected floor map with body of wall yi word pattern；
Fig. 8 prefabricated of the present invention body of wall and connecting structure of wall schematic diagram；
Fig. 9 is prefabricated building construction internal structure schematic diagram one；
Figure 10 is prefabricated building construction internal structure schematic diagram two；
Figure 11 is base plate and connecting structure of wall schematic diagram；
Figure 12 is floor and connecting structure of wall schematic diagram；
Figure 13 is floor and floor connection structure schematic diagram；
Figure 14 is the structural representation one of roof assembly；
Figure 15 is the structural representation two of roof assembly；
Figure 16 is prefabricated house architectural structure schematic diagram.
Detailed description of the invention:
In order to make technical problem solved by the invention, technical scheme and beneficial effect clearer, below in conjunction with
Drawings and Examples, are further elaborated to the present invention.Should be appreciated that specific embodiment described herein is only used
To explain the present invention, it is not intended to limit the present invention.
As shown in Figure 1 and Figure 2, prefabricated body of wall, including wall board body 1, in described wall board body, it is provided with some vertical supports
Joint steel pipe 3.Being connected with quick-fit between connecting wall by prefabricated body of wall, installation rate is fast and saves manpower, reduces
Cost and improve bonding strength, additionally by having additional support joint steel pipe in body of wall, improves the intensity of body of wall, bearing
Can, support joint steel pipe and can be used for reinforcing bar vertical and connect it can also be used to lateral connection between body of wall and body of wall, meanwhile,
Support joint steel pipe, also with being used as to bear the vertical applied force of body of wall, can arrange according to the load-bearing environment of body of wall and support joint steel pipe
Quantity can arrange the quantity supporting joint steel pipe according to the load-bearing environment of body of wall so that the structure of body of wall has optimized, and can subtract
The weight of light body of wall and can guarantee that the load-bearing property that body of wall has had, facilitates the transport of body of wall.
Further, depending on the load that in body of wall, the quantity body of wall of laying support joint steel pipe is to be born, pre-in body of wall
The support joint steel pipe buried is in the installation process in house, and the connection reinforcing bar on base plate can be inserted in support joint steel pipe and fill
Note concrete forms steel pipe column so that it is can bear structure stress.When steel pipe column constructs as main stress, the maintenance materials of body of wall
Then can make lighter material, facilitate the transport of body of wall and reduce cost, becoming economically for outlet house can
Energy.
Yet further, as shown in Figure 1 and Figure 2, described wall board body left end and/or right-hand member are provided with vertical link slot, described wall
It is located at least at the link slot 201 in plate body 1 and is provided with described support joint steel pipe 3, be provided with the wall of identical connecting groove structure
Plate body can form one each other by link slot docking and connect cavity, the connection between aspect wall board body and wall board body.
Further, as shown in Figure 1 and Figure 2, some connection nooses stretched out in link slot it are provided with at described link slot
4, described connection noose 4 overlaps the support joint steel pipe 3 being locked at link slot from top to bottom, and its external part at link slot is
One annular running-on.The mutually isostructural wall board body of said two can make two wall board bodies be connected by connecting noose, two identical structures
The link slot docking of wall board body end formed and connect cavity, connect the connection noose in cavity mutually in the shape that is vertically dislocatedly distributed
Become a vertical jack, in inserting in vertical jack by a vertical joint bar, make two wall board bodies be connected.Described connection noose leads to 4 crosses one
Steel cable clamp 403 is dead by being wrapped in the one end supported on joint steel pipe so that it is connect relatively reliable, safety.
The most further, as shown in Figure 1 and Figure 2, be provided with at the notch of described link slot be distributed from top to bottom some laterally
The dowel arranged.
The most yet further, as shown in Figure 1 and Figure 2, the front side of described wall board body and/or rear side also are provided with link slot, described
Being provided with some connection nooses being distributed from top to bottom in link slot, described connection noose overlaps from top to bottom and is locked in support joint steel pipe
On, and reach in link slot wall board body, its external part is an annular running-on.
When said two wall board body is connected with each other, the front side of wall board body and/or the link slot of rear side and another wall board body end
The link slot docking in portion is formed and connects cavity, connects the connection noose in cavity with dowel mutually in the formation that is vertically dislocatedly distributed
One vertical jack, makes two wall board bodies be connected in inserting in vertical jack by a vertical joint bar.
Specifically, as shown in Figure 1 and Figure 2, be located at the link slot of existing body of wall the front side of body of wall near middle part compared with, have
It is beneficial to improve the intensity of body of wall and improve the attachment structure of body of wall, improves the intensity of its junction, the body of wall of particularly more than 3
Connecting, existing wall connecting mode is, is combined by the connection end of 3 bodies of wall, makes it even by irrigating concrete grout
Connect termination to be combined, contrast with existing connected mode, the connection that multiple bodies of wall can be connected by body of wall provided by the present invention
End separately, can dock simultaneously at the link slot on the left side of body of wall or right side with another body of wall, by being located at the connection on front side of body of wall
Noose and the 3rd piece of body of wall docking, it is achieved body of wall connects two-by-two, it is ensured that each connection position only connects two bodies of wall, is effectively improved
The intensity of junction, it is ensured that firm between body of wall with body of wall is connected.
The most specifically, as it is shown in figure 1, be provided with connect noose link slot 401 degree of depth be described in be provided with dowel link slot
The 1/5 to 1/3 of 201 degree of depth.
The most specifically, as shown in Figure 1, shown in Figure 5, described dowel 202 is U-shaped dowel, its opening direction and link slot phase
Right, and the two ends of U-shaped dowel are located in wall board body, 3 to 5 times of a length of link slot degree of depth at its two ends.Make dowel
Be connected more firm with between body of wall, bonding strength effectively promotes.
Further, as shown in Figure 1 and Figure 2, vertical grooved steel plate 204, described grooved steel plate it are provided with in described link slot
204 opening part both sides are provided with some screens 203 from top to bottom, and described dowel 202 is fastened in screens.Make dowel and wall
Connecting more firm between plate body, bonding strength effectively promotes.
The most further, as shown in Figure 1 and Figure 2, described support connecting tube 3 includes the upper steel plate being located at wall board body 1 upper end
301, be located at the lower steel plate 302 of wall board body lower end be located at wall board body in and the steel pipe 303 that is connected with upper steel plate, lower steel plate, institute
Being provided with the through hole of through upper steel plate and lower steel plate in stating steel pipe, the upper end, joint of described two connected wall board bodies is provided with a connection
Steel plate 5.Effectively promote load-bearing property and the bonding strength of wall board body.
Yet further, as shown in Figure 9, Figure 10, when wall board body installation, on peripherally located wall board body, on it
End face is also equipped with collar tie beam steel plate 502, and described collar tie beam steel plate 502 is carried out with being located in wall board body the upper steel plate supporting joint steel pipe
Effectively welding makes the upper surface of wall board body keep flushing, convenient other house assemblies and guaranteed to the quality in house installed.
Further, as shown in Fig. 4, Fig. 5, Fig. 6, described wall board body 1 is in the junction near wall board body with wall board body
Being additionally provided with assistant reinforcement muscle, described assistant reinforcement muscle includes the truss bars 7 be vertically located in the first wall board body and horizontal lacing wire
8.Described its cross section of horizontal lacing wire is S type, and the left side of horizontal lacing wire hooks on the left end of reinforcement, the right side of horizontal lacing wire hook in
On the right-hand member of reinforcement, described truss bars is vertically arranged and the distribution triangular in shape in body of wall three perpendicular steel pipes, described
Being provided with the joint steel pipe of Sawtooth connection between first steel pipe and the second steel pipe, described first steel pipe and the 3rd steel pipe the most also set
Having the joint steel pipe that zigzag is distributed, the weight capacity being effectively improved body of wall is effectively improved and bonding strength.
Further, as shown in Figure 1 and Figure 2, described wall board body 1 is additionally provided with the vertical hole 101 running through its upper and lower end face.
Facilitate the connection of wall board body and base plate.
The most yet further, as shown in Fig. 8 to Figure 16, present invention also offers prefabricated building construction, including basis 11,
With the body of wall that basis connects, be located at the roof assembly 31 above body of wall, described basic 11 are provided with some connection reinforcing bars 111, institute
Stating body of wall is described prefabricated body of wall.Utilize prefabricated body of wall, can quickly build house.
Specifically, as shown in Figures 4 to 7, it is provided with Leakproof strip at described body of wall and wall connecting, makes the connection between body of wall more
Firm.
The most specifically, as shown in Figure 11 to Figure 16, above described body of wall and between roof assembly 31, it is additionally provided with floor 41, institute
Stating floor and be provided with the vertical installing hole 101 of its upper/lower terminal through, the connection reinforcing bar 111 on described basic 11 is by running through
Body of wall makes floor connect with body of wall with the vertical installing hole 101 on floor 41, and described connection reinforcing bar 111 runs through floor and reaches
Connect with roof assembly 31 above floor 41.For providing convenient and firm structure connecting between wall board body and floor.
The most specifically, as shown in Figure 11, Figure 12, described floor 41 is provided with the floor being connected for floor 41 with floor 41
Attachment structure, described floor connection structure includes that being located at floor connects the dowel 411 on end and be located on floor connection end
Flange 412, described two floors connect, and form a connecting groove 413, described dowel position above two flanges that its end that connects is relative
Dowel in connecting groove and on two floors is dislocatedly distributed.There is provided conveniently for connecting between floor and floor and consolidate
Structure.
Further, as shown in Figure 13, Figure 14, described roof assembly 31 includes that being located at the roof above floor 41 connects
Plate, at least 2 roof swash plates 313 being located at above roof connecting plate, the lower end of described roof connecting plate also is provided with vertically installing
Hole, described in reach above floor connect reinforcing bar extend into the vertical installing hole of roof connecting plate in make roof connecting plate and building
Plate is connected.For providing convenient and firm structure connecting between floor and roof assembly.
Specifically, as shown in figure 14, described roof connecting plate includes being vertically arranged first above floor with ridge direction
Connecting plate 311 and be set in parallel in the second connecting plate 312 above floor, described first connecting plate 311 and with ridge direction
The upper end of two connecting plates 312 is equipped with the inclined-plane coordinated with roof swash plate 313, if the medial surface of described second connecting plate is provided with
Dry connects a draw-in groove 314, and the inner side of described roof swash plate also is provided with several and connects draw-in groove 314, one part connect draw-in groove with
The Connection Card slot fit of the inner side of the second connecting plate, another part connects draw-in groove and the company on another coupled roof swash plate
Connect draw-in groove to match, in described connection draw-in groove, be provided with contiguous block 315.Convenient and firm knot is provided connecting between roof assembly
Structure.
The method of construction of described prefabricated building construction, comprises the steps；
A, first complete the foundation construction in house；
B, matched body of wall plug-in mounting to base with the connection reinforcing bar 111 on basis 11 by vertical installing hole on body of wall 101
On plinth 11；
C, body of wall is connected with body of wall, including following connected mode；
C1, body of wall connect with body of wall " T-shaped "；Connection noose 4 grafting of wall board body 1 leading flank of traverse is entered another structure
In the link slot of identical wall board body 1 end, in perpendicular joint bar 102 is inserted to vertical jack and/or；
C2, body of wall connect with body of wall " yi word pattern "；The end of wall board body 1 is connected the wall that noose 4 is identical with another structure
The end phase female connector 4 of plate body 1 connects, perpendicular joint bar is inserted 102 in vertical jack and/or；
C3, body of wall connect with body of wall " cross "；The connection noose of wall board body 1 leading flank of traverse is inserted 4 accesses second
In the link slot of block structure identical wall board body 1 end, perpendicular joint bar is inserted 102 in vertical jack, mixed toward cast in connecting cavity
Solidifying soil paste；Adapter sleeve by the link slot of wall board body 1 end identical for the 3rd block structure Yu the first wall board body 1 trailing flank of traverse
Rope 4 connects, perpendicular joint bar is inserted to vertical jack entoplasm and/or；
C4, body of wall connect with body of wall " L font "；Connection noose 4 grafting of wall board body 1 leading flank is entered wall board body 1 end
Link slot in, vertical joint bar 102 is inserted to vertical jack and/or；
D, connecting plate 5 is arranged on adjacent supports connecting tube 3 upper end of connected two bodies of wall, and by connecting plate 5 and the company of support
The upper steel plate 301 of adapter welds, be installed on outside body of wall upper end its less than the position of connecting plate, lay steel plate and make outside
The upper end of body of wall flushes, and pours into a mould concrete grout by steel plate and the hole on connecting plate toward vertical installing hole with in being connected cavity；
E, the vertical installing hole of floor 41 is directed at the connection reinforcing bar 111 stretched out from body of wall upper end makes floor connect with body of wall
And/or；
E1, the connection reinforcing bar 411 that the floor 41 being even connected connects the distribution of end mutual dislocation weld, more recessed toward connecting
Cast concrete grout in groove；
F, by the vertical installing hole on the first connecting plate 311 of roof connecting plate and the second connecting plate 312 with reach building
Connection reinforcing bar 111 aligned fit of plate upper end, installs the first connecting plate 311 and the second connecting plate 312 above body of wall, toward the
Cast concrete grout in the vertical installing hole of a plate and the second connecting plate；
G, on the first connecting plate 311 and the second connecting plate 312, lay roof swash plate 313, and contiguous block 315 is arranged on
Roof swash plate is connected with the second connecting plate 312 with making roof swash plate 313 in the connection draw-in groove 314 of sloping core version, is pacified by contiguous block 315
Adjacent roof swash plate is made to be connected in the connection draw-in groove 314 being contained between adjacent roof swash plate 313.
It is described above as combining one or more embodiments that particular content provides, does not assert that the present invention's is concrete real
Execute and be confined to these explanations.All and the method for the present invention, structure etc. approximate, duplicate, or under present inventive concept premise
Make some technology deduction or replace, all should be considered as protection scope of the present invention.
Claims (10)
1. prefabricated body of wall, including wall board body, it is characterised in that is provided with some vertical supports in described wall board body and connects steel
Pipe.
Prefabricated body of wall the most according to claim 1, it is characterised in that described wall board body left end and/or right-hand member are provided with perpendicular
It is located at least at link slot being provided with described support joint steel pipe in link slot, described wall board body.
Prefabricated body of wall the most according to claim 2, it is characterised in that at least set at the link slot of one end on described wall board body
Having some connection nooses stretched out in link slot, described connection noose overlaps the support being locked at link slot even from top to bottom
Connecing steel pipe, its external part at link slot is an annular running-on, and the mutually isostructural wall board body of said two can be by connecting noose
Making two wall board bodies be connected, the link slot docking of two mutually isostructural wall board body ends is formed and connects cavity, connects in cavity
Connect noose mutually at the formation one vertical jack that is vertically dislocatedly distributed, in inserting in vertical jack by a vertical joint bar, make two walls
Plate body is connected.
Prefabricated body of wall the most according to claim 2, it is characterised in that be provided with from top to bottom at the notch of described link slot
The dowel of some horizontally sets of distribution.
Prefabricated body of wall the most according to claim 4, it is characterised in that front side and/or the rear side of described wall board body also set
There is link slot, in described link slot, be provided with some connection nooses being distributed from top to bottom, described connection noose lock set from top to bottom
Supporting on joint steel pipe, and reaching in link slot wall board body, its external part is an annular running-on.
Prefabricated body of wall the most as claimed in any of claims 1 to 5, it is characterised in that described support connecting tube bag
Include be located at wall board body upper end upper steel plate, be located at the lower steel plate of wall board body lower end and be located in wall board body and with upper steel plate, lower steel
The steel pipe that plate is connected, is provided with the through hole of through upper steel plate and lower steel plate, connecting of described two connected wall board bodies in described steel pipe
Upper end, place is provided with a junction steel plate.
Prefabricated body of wall the most according to claim 1, it is characterised in that be additionally provided with on described wall board body that to run through it upper and lower
The vertical hole of end face.
8. prefabricated building construction, including basis and the body of wall that basis connects, is located at the roof assembly above body of wall, described base
Plinth is provided with some connection reinforcing bars, it is characterised in that described body of wall is the prefabricated in claim 1 to 7 described in any one
Body of wall.
Prefabricated building construction the most according to claim 8, it is characterised in that above described body of wall and between roof assembly
Being additionally provided with floor, described floor is provided with the vertical hole of its upper/lower terminal through, described on the basis of connection reinforcing bar by running through
Body of wall makes floor connect with body of wall with the vertical installing hole on floor, and described connection reinforcing bar runs through floor and reaches above floor
Connect with roof assembly.
10. the method for construction in house described in any one in claim 8 to 9, it is characterised in that comprise the steps；
A, first complete the foundation construction in house；
B, by the vertical installing hole on body of wall with on the basis of connection reinforcing bar match by body of wall plug-in mounting on the basis of；
C, being connected with body of wall by body of wall, its connected mode includes；
C1, body of wall connect with body of wall " T-shaped "；The connection noose grafting of the first face wall plate body leading flank of traverse is entered another identical
In the link slot of the wall board body end of structure, in perpendicular joint bar is inserted to vertical jack and/or；
C2, body of wall connect with body of wall " yi word pattern "；The end of wall board body is connected noose and another mutually isostructural wall board body
End phase female connector connects, in perpendicular joint bar is inserted to vertical jack and/or；
C3, body of wall connect with body of wall " cross "；The connection noose grafting of the first face wall plate body leading flank of traverse is entered second
In the link slot of mutually isostructural wall board body end, face, perpendicular joint bar is inserted in vertical jack, within connecting cavity, pours into a mould coagulation
Soil paste；Connection noose phase by the link slot of the 3rd mutually isostructural wall board body end with the first wall board body trailing flank of traverse
Connect, perpendicular joint bar is inserted in vertical jack；
C4, body of wall connect with body of wall " L font "；By on the left of wall board body or the connection noose grafting of right flank enters the second face wall plate body
In the link slot of end, perpendicular joint bar is inserted in vertical jack；
D, connecting plate is arranged on the adjacent supports connecting tube upper end of connected two bodies of wall, and by connecting plate with support the upper of connecting tube
Plate Welding, be installed on outside body of wall upper end and less than the position of connecting plate, lay steel plate and make the upper end of outside body of wall
Flush, toward vertical installing hole and be connected cavity cast concrete grout with the hole on connecting plate by steel plate；
E, the vertical installing hole of floor is directed at the connection reinforcing bar stretched out from body of wall upper end make floor connect with body of wall and/or；
E1, the connection reinforcement welding that the floor being even connected connects the distribution of end mutual dislocation get up, then pour into a mould in connecting groove
Concrete grout；
F, by the vertical installing hole on the first connecting plate of roof connecting plate and the second connecting plate and the company reaching floor upper end
Connect reinforcing bar aligned fit, the first connecting plate and the second connecting plate are installed above body of wall, connect toward the first connecting plate and second
Cast concrete grout in the vertical installing hole of plate；
G, on the first connecting plate and the second connecting plate, lay roof swash plate, and contiguous block is arranged on roof swash plate and the second company
Make roof swash plate and the second connecting plate be connected in the connection draw-in groove of fishplate bar, contiguous block is arranged on the company between adjacent roof swash plate
Adjacent roof swash plate is made to be connected in connecing draw-in groove.
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620560442 | 2016-06-08 | ||
| CN2016205604426 | 2016-06-08 |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN106049707A true CN106049707A (en) | 2016-10-26 |
| CN106049707B CN106049707B (en) | 2018-08-10 |
Family
ID=57167694
Family Applications (2)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620586162.2U Active CN205894364U (en) | 2016-06-08 | 2016-06-16 | Prefabricated formula wall body and prefabricated formula housing construction |
| CN201610437218.2A Active CN106049707B (en) | 2016-06-08 | 2016-06-16 | Prefabricated wall, prefabricated building construction and method of construction |
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| CN107190847A (en) * | 2017-07-17 | 2017-09-22 | 广东草根民墅房屋制造有限公司 | Prefabricated assembled light steel wallboard, building construction and its method of construction |
| CN107806207A (en) * | 2017-11-27 | 2018-03-16 | 黄昆 | The assembled architecture wall and building that steel construction is combined with concrete structure |
| CN107905385A (en) * | 2017-11-27 | 2018-04-13 | 黄昆 | The assembled arthitecutral structure and method of construction that steel construction is combined with concrete structure |
| CN108035433A (en) * | 2018-01-14 | 2018-05-15 | 万华集成房屋（烟台）有限公司 | Prefabricated house is built and its method of construction |
| CN108343192A (en) * | 2018-02-09 | 2018-07-31 | 临沂大学 | Concrete panel with heat preservation sandwich layer |
| CN108412080A (en) * | 2018-02-12 | 2018-08-17 | 天津城建大学 | Improve reinforcement connection structure, its construction method and the brick setting of brick setting globality |
| WO2019100797A1 (en) * | 2017-11-27 | 2019-05-31 | 黄昆 | Steel structure and concrete structure combination assembled type building wall body and building house |
| CN111764575A (en) * | 2020-06-22 | 2020-10-13 | 坤茂建设集团有限公司 | Composite environment-friendly prefabricated wallboard and construction method thereof |
| CN112144921A (en) * | 2020-09-09 | 2020-12-29 | 湖南汇渠建筑科技有限公司 | Prefabricated assembly type building |
| CN113216451A (en) * | 2021-06-08 | 2021-08-06 | 青岛腾远设计事务所有限公司 | Attached prefabricated shear wall and construction method thereof |
| CN113494125A (en) * | 2020-04-08 | 2021-10-12 | 北京建筑大学 | Prefabricated round hole plate wall shock insulation structure with through-type joint bars and mounting method thereof |
| CN113502941A (en) * | 2021-07-23 | 2021-10-15 | 北京建筑大学 | Connecting structure, building structure and preparation method of building structure |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN107190847A (en) * | 2017-07-17 | 2017-09-22 | 广东草根民墅房屋制造有限公司 | Prefabricated assembled light steel wallboard, building construction and its method of construction |
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| CN107905385A (en) * | 2017-11-27 | 2018-04-13 | 黄昆 | The assembled arthitecutral structure and method of construction that steel construction is combined with concrete structure |
| WO2019100797A1 (en) * | 2017-11-27 | 2019-05-31 | 黄昆 | Steel structure and concrete structure combination assembled type building wall body and building house |
| CN108035433A (en) * | 2018-01-14 | 2018-05-15 | 万华集成房屋（烟台）有限公司 | Prefabricated house is built and its method of construction |
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| CN108412080A (en) * | 2018-02-12 | 2018-08-17 | 天津城建大学 | Improve reinforcement connection structure, its construction method and the brick setting of brick setting globality |
| CN113494125A (en) * | 2020-04-08 | 2021-10-12 | 北京建筑大学 | Prefabricated round hole plate wall shock insulation structure with through-type joint bars and mounting method thereof |
| CN111764575A (en) * | 2020-06-22 | 2020-10-13 | 坤茂建设集团有限公司 | Composite environment-friendly prefabricated wallboard and construction method thereof |
| CN112144921A (en) * | 2020-09-09 | 2020-12-29 | 湖南汇渠建筑科技有限公司 | Prefabricated assembly type building |
| CN113216451A (en) * | 2021-06-08 | 2021-08-06 | 青岛腾远设计事务所有限公司 | Attached prefabricated shear wall and construction method thereof |
| CN113502941A (en) * | 2021-07-23 | 2021-10-15 | 北京建筑大学 | Connecting structure, building structure and preparation method of building structure |
Also Published As
| Publication number | Publication date |
|---|---|
| CN106049707B (en) | 2018-08-10 |
| CN205894364U (en) | 2017-01-18 |
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