CN205894364U - Prefabricated formula wall body and prefabricated formula housing construction - Google Patents
Prefabricated formula wall body and prefabricated formula housing construction Download PDFInfo
- Publication number
- CN205894364U CN205894364U CN201620586162.2U CN201620586162U CN205894364U CN 205894364 U CN205894364 U CN 205894364U CN 201620586162 U CN201620586162 U CN 201620586162U CN 205894364 U CN205894364 U CN 205894364U
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- wall
- link slot
- prefabricated
- steel pipe
- wall board
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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
Prefabricated formula wall body, including wallboard body, the steel pipe is connected in the support that is equipped with a plurality of roots in the wallboard body vertical. Prefabricated formula housing construction, the wall body that meets including the basis, with the basis, the roof subassembly of locating the wall body top, be equipped with a plurality of connecting reinforcement on the basis. Through prefabricated formula wall body with is connected between the wall body quick cooperation and connects, the installation rate is fast and practice thrift the manpower, the cost is reduced with improved joint strength, through having add support connection steel pipe in the wall body, improved the intensity of wall body, bearing performance in addition for the structure of wall body is optimized to some extent, the utility model provides a method of construction also makes house assembly process very simple and convenient, realizes swiftly assembling.
Description
Technical field:
This utility model relate to prefabricated body of wall.This utility model further relates to prefabricated building construction.
Background technology:
Existing prefabricated house, its body of wall is provided with multiple vertical installing holes, makes itself and house by connecting reinforcing bar
Basis or floor grafting are connected, and it is necessary to consider the load-bearing problem of body of wall when building large-scale or high-story house, if necessary will
Body of wall does and does greatly thickness to lift its load-bearing property, so not only increases production cost, and makes under production and installation rate
Fall, and not readily transportable.
Utility model content:
For improving the load-bearing property of body of wall in prior art, this utility model provides prefabricated body of wall.Corresponding to this, this
Utility model additionally provides the method for construction of prefabricated building construction using this body of wall quick assembling and prefabricated building construction.
Prefabricated body of wall, including wall board body, is provided with some vertical support joint steel pipes in described wallboard body, described
Support connecting tube include the upper steel plate located at wall board body upper end, the lower steel plate located at wall board body lower end and in wallboard body and with upper
The steel pipe that steel plate, lower steel plate are connected.
Prefabricated building construction, including basis and the body of wall that basis connects, the roof assembly above body of wall, described
On the basis of be provided with some connection reinforcing bars, described body of wall is described prefabricated body of wall.
This utility model embodiment, is connected with quick-fit between connecting wall by prefabricated body of wall, installation rate fast and
Save manpower, reduce cost and improve bonding strength, additionally by having additional support joint steel pipe in body of wall, improve
The intensity of body of wall, load-bearing property, support joint steel pipe to can be used for the vertical connection of reinforcing bar it can also be used between body of wall and body of wall
Lateral connection, meanwhile, supports joint steel pipe also with as the vertical applied force bearing body of wall, being set according to the load-bearing environment of body of wall
Put the quantity supporting joint steel pipe, the material of body of wall then can the relatively lightweight that do and the overall stress that do not affect body of wall so that wall
The structure of body has optimized, and can mitigate the weight of body of wall and can guarantee that the load-bearing property that body of wall has had, facilitate the transport of body of wall.
Brief description:
In order to be illustrated more clearly that the technical scheme in this utility model embodiment, below will be to required in embodiment description
Accompanying drawing to be used be briefly described it should be apparent that, drawings in the following description are only that of the present utility model some are real
Apply example, for those of ordinary skill in the art, on the premise of not paying creative work, can also be according to these accompanying drawings
Obtain other accompanying drawings.
The structural representation of Fig. 1 this utility model prefabricated body of wall；
Fig. 2 this utility model prefabricated body of wall internal structure schematic diagram；
Fig. 3 this utility model prefabricated body of wall and connecting wall attachment structure schematic diagram；
Fig. 4 this utility model body of wall is connected floor map with body of wall l type；
Fig. 5 this utility model body of wall is connected floor map with body of wall t type；
Fig. 6 this utility model body of wall and body of wall cross connection floor map；
Fig. 7 this utility model body of wall is connected floor map with body of wall yi word pattern；
Fig. 8 this utility model prefabricated 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.
Specific embodiment:
In order that technical problem, technical scheme and beneficial effect that this utility model is solved become more apparent, below
In conjunction with drawings and Examples, this utility model is further elaborated.It should be appreciated that described herein be embodied as
Example only in order to explain this utility model, is not used to limit this utility model.
As shown in Figure 1 and Figure 2, prefabricated body of wall, including wall board body 1, is provided with some vertical supports in described wallboard body
Joint steel pipe 3.It is 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 to can be used for the vertical connection of reinforcing bar it can also be used to lateral connection between body of wall and body of wall, meanwhile,
Support joint steel pipe is also with as the vertical applied force bearing body of wall, arranging according to the load-bearing environment of body of wall and support joint steel pipe
Quantity can arrange the quantity supporting joint steel pipe so that the structure of body of wall has optimized according to the load-bearing environment of body of wall, 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 in body of wall, laying supports the quantity body of wall of joint steel pipe load to be born, pre- in body of wall
That buries supports joint steel pipe 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 as to structure stress can be born.When steel pipe column constructs as main stress, the maintenance materials of body of wall
Lighter material then can be made, facilitate the transport of body of wall and reduce cost, economically becoming 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 a connection cavity, the connection between aspect wall board body and wall board body each other by link slot docking.
Further, as shown in Figure 1 and Figure 2, it is provided with some connection nooses stretching out in link slot at described link slot
4, the described noose 4 that connects covers 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.Described two mutually isostructural wall board bodies can make two wall board bodies be connected by connecting noose, two identical structures
Wall board body end link slot docking formed connect cavity, connect cavity in connection noose mutually in the shape that is vertically dislocatedly distributed
Become a vertical jack, inserted in by a vertical joint bar and so that two wall board bodies is connected.Described connection noose leads to 4 crosses one
Steel cable clamp 403 is by dead for the one end being wrapped on support joint steel pipe so as to connect relatively reliable, safety.
Also further, as shown in Figure 1 and Figure 2, be provided with the notch of described link slot be distributed from top to bottom some laterally
The dowel of setting.
Again 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
It is provided with some connection nooses being distributed from top to bottom, described connection noose covers from top to bottom and is locked in support joint steel pipe in link slot
On, and reaching wallboard in link slot in vitro, its external part is an annular running-on.
When described two wall board bodies are connected with each other, the front side of wall board body and/or the link slot of rear side and another wallboard body end
The link slot docking in portion forms and connects cavity, connects the connection noose in cavity and dowel is mutually formed being vertically dislocatedly distributed
One vertical jack, is inserted in by a vertical joint bar and so that two wall board bodies is connected in vertical jack.
Specifically, as shown in Figure 1 and Figure 2, with the link slot of existing body of wall located at the front side of body of wall near middle part compared with, have
Beneficial to improving the intensity of body of wall and improving the attachment structure of body of wall, improve the intensity of its junction, the wall of particularly more than 3
Body connects, and existing wall connecting mode is to combine the connection end of 3 bodies of wall, makes it by irrigating concrete grout
Connection end is bonded together, and contrasts with existing connected mode, and multiple bodies of wall can be connected by body of wall provided by the utility model
Connection end separately, can dock simultaneously in the link slot on the left side of body of wall or right side with another body of wall, by front side of body of wall
Connection noose dock with the 3rd piece of body of wall, realize body of wall and connect two-by-two it is ensured that each connection position only connects two bodies of wall, have
Effect improves the intensity of junction it is ensured that firm connection between body of wall and body of wall.
Again specifically, as shown in figure 1, link slot 401 depth being provided with connection noose is provided with dowel link slot for described
The 1/5 to 1/3 of 201 depth.
Again 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 in wallboard body, the length at its two ends is 3 to 5 times that connect groove depth.Make dowel
It is connected more firm between body of wall, bonding strength is effectively lifted.
Further, as shown in Figure 1 and Figure 2, it is provided with vertical grooved steel plate 204, described grooved steel plate in described link slot
At 204 openings, both sides are provided with some screens 203 from top to bottom, and described dowel 202 is fastened in screens.Make dowel and wall
Connect more firm between plate body, bonding strength is effectively lifted.
Also further, as shown in Figure 1 and Figure 2, described support connecting tube 3 includes the upper steel plate located at wall board body 1 upper end
301st, the lower steel plate 302 located at wall board body lower end with wallboard body and the steel pipe 303 that is connected with upper steel plate, lower steel plate, institute
State the through hole being provided with insertion upper steel plate and lower steel plate in steel pipe, the joint upper end of described two connected wall board bodies is provided with a connection
Steel plate 5.The effectively load-bearing property of lifting wall board body and bonding strength.
Yet further, as shown in Figure 9, Figure 10, when wall board body installation, on peripherally located wall board body, thereon
End face is also equipped with collar tie beam steel plate 502, and described collar tie beam steel plate 502 is carried out with the upper steel plate supporting joint steel pipe in wall board body
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 and wall board body
It is additionally provided with assistant reinforcement muscle, described assistant reinforcement muscle includes vertical truss bars 7 in the first wallboard body and horizontal lacing wire
8.Described its 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 be vertically arranged with body of wall in distribution triangular in shape three perpendicular steel pipes, described
It is provided with the joint steel pipe of Sawtooth connection, described first steel pipe and the 3rd steel pipe directly also set between first steel pipe and the second steel pipe
There is the joint steel pipe of zigzag distribution, the weight capacity effectively improving body of wall effectively improves and bonding strength.
Further, as shown in Figure 1 and Figure 2, described wall board body 1 is additionally provided with run through thereon, the vertical hole 101 of lower surface.
Facilitate the connection of wall board body and base plate.
Again yet further, as shown in Fig. 8 to Figure 16, this utility model additionally provides prefabricated building construction, including base
Plinth 11 and the body of wall that basis connects, the roof assembly 31 above body of wall, described basic 11 are provided with some connection reinforcing bars
111, described body of wall is described prefabricated body of wall.Using 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, make connection between body of wall more
Firm.
Again specifically, as shown in Figure 11 to Figure 16, above described body of wall, it is additionally provided with floor 41, institute and roof assembly 31 between
State the vertical installing hole 101 that floor is provided with its upper/lower terminal of insertion, the connection reinforcing bar 111 on described basic 11 passes through to run 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
Floor 41 top is connected with roof assembly 31.For the connection provides convenient between wall board body and floor and firm structure.
Again 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 is included located at the dowel 411 on floor connection end with floor connection end
Flange 412, described two floors connect, and form a connecting groove 413, described dowel above its two relative flange of end that connect
In connecting groove and the dowel on two floors is dislocatedly distributed.For the connection provides convenient between floor and floor and firm
Structure.
Further, as shown in Figure 13, Figure 14, described roof assembly 31 includes connecting located at the roof of floor 41 top
Plate, at least 2 roof swash plates 313 above roof connecting plate, the lower end of described roof connecting plate also is provided with vertically installing
Hole, the vertical installation in the hole that the described connection reinforcing bar reaching above floor extend into roof connecting plate makes roof connecting plate and building
Plate is connected.For the connection provides convenient between floor and roof assembly and firm structure.
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 with roof swash plate 313 cooperation, 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 draw-in groove cooperation of the inner side of the second connecting plate, another part connects the company on draw-in groove and another coupled roof swash plate
Connect draw-in groove to match, in described connection draw-in groove, be provided with contiguous block 315.Connection provides convenient between roof assembly and firm knot
Structure.
The method of construction of described prefabricated building construction, comprises the steps；
A, first complete the foundation construction in house；
B, the vertical installing hole 101 passing through on body of wall are matched body of wall plug-in mounting to base with the connection reinforcing bar 111 on basis 11
On plinth 11；
C, body of wall is connected with body of wall, including following connected mode；
C1, body of wall are connected with body of wall " t type "；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, perpendicular joint bar 102 is inserted in vertical jack and/or；
C2, body of wall are connected with body of wall " yi word pattern "；The end of wall board body 1 is connected noose 4 and another structure identical wall
The end phase female connector 4 of plate body 1 connects, by perpendicular joint bar insert 102 to vertical jack and/or；
C3, body of wall are connected with body of wall " cross "；The connection noose of wall board body 1 leading flank of traverse is inserted 4 and accesses second
In the link slot of the identical wall board body of block structure 1 end, perpendicular joint bar is inserted 102 to vertical jack, cast in cavity is mixed toward connecting
Solidifying soil paste；Adapter sleeve by the link slot of the 3rd block structure identical wall board body 1 end and the first wall board body 1 trailing flank of traverse
Rope 4 connects, by perpendicular joint bar be inserted to vertical jack entoplasm and/or；
C4, body of wall are connected 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, by vertical joint bar 102 be 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, and in the upper end of the body of wall being installed on outside, it is less than the position of connecting plate, and laying steel plate makes outside
The upper end of body of wall flushes, and toward vertical installing hole and is connected cast concrete grout in cavity with the hole on connecting plate by steel plate；
E, the connection reinforcing bar 111 stretching out the vertical installing hole be aligned of floor 41 from body of wall upper end make floor connect with body of wall
And/or；
E1, the connection reinforcing bar 411 being distributed the floor being even connected 41 connection end mutual dislocation weld, more recessed toward connecting
Cast concrete grout in groove；
F, by the vertical installing hole on first connecting plate 311 and the second connecting plate 312 of roof connecting plate with reach building
Connection reinforcing bar 111 aligned fit of plate upper end, the first connecting plate 311 and the second connecting plate 312 are attached to above body of wall, toward the
One connecting plate and the vertical installation in the hole cast concrete grout of the second connecting plate；
G, on the first connecting plate 311 and the second connecting plate 312 laying roof swash plate 313, and contiguous block 315 is installed
It 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 in roof swash plate, by contiguous block 315
It is arranged on and connecting between adjacent roof swash plate 313 so that adjacent roof swash plate is connected.
One or more embodiment providing with reference to particular content is provided, does not assert tool of the present utility model
Body is implemented to be confined to these explanations.All and method of the present utility model, structure etc. are approximate, identical, or new for this practicality
Make some technology deduction or replace under type concept thereof, all should be considered as protection domain of the present utility model.
Claims (9)
1. prefabricated body of wall, including wall board body it is characterised in that being provided with some vertical supports in described wallboard body to connect steel
Pipe, described support connecting tube includes the upper steel plate located at wall board body upper end, the lower steel plate located at wall board body lower end and located at wallboard
Steel pipe that is internal and being connected with upper steel plate, lower steel plate.
2. prefabricated body of wall according to claim 1 it is characterised in that described wall board body left end and/or right-hand member be provided with perpendicular
To link slot, in described wallboard body, it is located at least at link slot being provided with described support joint steel pipe.
3. prefabricated body of wall according to claim 2 is it is characterised in that at least set at the link slot of one end on described wall board body
There are some connection nooses stretching out in link slot, described connection noose covers the support being locked at link slot from top to bottom and connects
Connect steel pipe, its external part at link slot is an annular running-on, and described two mutually isostructural wall board bodies can be by connecting noose
Two wall board bodies are made to be connected, the link slot docking of two mutually isostructural wall board body ends forms and connects cavity, connects in cavity
Connect noose mutually in the formation one vertical jack that is vertically dislocatedly distributed, inserted in by a vertical joint bar and in vertical jack, make two walls
Plate body is connected.
4. prefabricated body of wall according to claim 2 is 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.
5. prefabricated body of wall according to claim 4 is it is characterised in that the front side of described wall board body and/or rear side 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
On supporting joint steel pipe, and reach wallboard in link slot in vitro, its external part is an annular running-on.
6. prefabricated body of wall as claimed in any of claims 1 to 5 passes through it is characterised in that being provided with described steel pipe
Logical upper steel plate and the through hole of lower steel plate, the joint upper end of described two connected wall board bodies is provided with a junction steel plate.
7. prefabricated body of wall according to claim 1 is it is characterised in that be additionally provided with 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, 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.
9. prefabricated building construction according to claim 8 is it is characterised in that above described body of wall and roof assembly between
Be additionally provided with floor, described floor is provided with the vertical hole of its upper/lower terminal of insertion, described on the basis of connection reinforcing bar pass through to run 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.
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2016205604426 | 2016-06-08 | ||
| CN201620560442 | 2016-06-08 |
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| CN205894364U true CN205894364U (en) | 2017-01-18 |
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| 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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| CN201610437218.2A Active CN106049707B (en) | 2016-06-08 | 2016-06-16 | Prefabricated wall, prefabricated building construction and method of construction |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107806207A (en) * | 2017-11-27 | 2018-03-16 | 黄昆 | The assembled architecture wall and building that steel construction is combined with concrete 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 |
| 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 |
| CN207647014U (en) * | 2017-11-27 | 2018-07-24 | 黄昆 | The assembled architecture wall and building 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 |
| CN113494125B (en) * | 2020-04-08 | 2022-11-15 | 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 |
| CN113502941B (en) * | 2021-07-23 | 2022-08-09 | 北京建筑大学 | Connecting structure, building structure and preparation method of building structure |
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| JP3218463B2 (en) * | 1999-04-06 | 2001-10-15 | 株式会社 応用企画 | Refractively connected planar bodies |
| CN1464149A (en) * | 2002-06-10 | 2003-12-31 | 俞鲲鹏 | Novel villa style house construction and process of building |
| CN102535738B (en) * | 2012-02-14 | 2014-07-02 | 黄昆 | Fully prefabricated house and installation method for fully prefabricated house |
| CN103790265B (en) * | 2014-01-28 | 2016-02-17 | 江苏建筑职业技术学院 | A kind of prefabricated assembled steel tube concrete core pillar is put more energy into the making assembly method of shear wall |
| CN104674989B (en) * | 2015-03-02 | 2018-02-09 | 北京工业大学 | The gently light wall assembled compound shear wall of steel occlusal pattern complex heat-preservation and the practice |
| CN105317137B (en) * | 2015-10-14 | 2019-04-16 | 史世英 | Precast wall body, wallboard and its construction method and prefabricated panel production method |
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2016
- 2016-06-16 CN CN201620586162.2U patent/CN205894364U/en active Active
- 2016-06-16 CN CN201610437218.2A patent/CN106049707B/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107806207A (en) * | 2017-11-27 | 2018-03-16 | 黄昆 | The assembled architecture wall and building that steel construction is combined with concrete structure |
Also Published As
| Publication number | Publication date |
|---|---|
| CN106049707A (en) | 2016-10-26 |
| CN106049707B (en) | 2018-08-10 |
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