CN107806207A - The assembled architecture wall and building that steel construction is combined with concrete structure - Google Patents
The assembled architecture wall and building that steel construction is combined with concrete structure Download PDFInfo
- Publication number
- CN107806207A CN107806207A CN201711206321.7A CN201711206321A CN107806207A CN 107806207 A CN107806207 A CN 107806207A CN 201711206321 A CN201711206321 A CN 201711206321A CN 107806207 A CN107806207 A CN 107806207A
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- Prior art keywords
- wall
- structural support
- steel pipe
- combined
- concrete structure
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 117
- 239000010959 steel Substances 0.000 title claims abstract description 117
- 238000010276 construction Methods 0.000 title claims abstract description 48
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 7
- 230000002787 reinforcement Effects 0.000 claims description 14
- 238000003032 molecular docking Methods 0.000 claims description 4
- 230000000694 effects Effects 0.000 abstract description 5
- 238000004519 manufacturing process Methods 0.000 abstract description 3
- 239000004035 construction material Substances 0.000 description 3
- 238000010586 diagram Methods 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 2
- 210000003205 muscle Anatomy 0.000 description 2
- 230000015572 biosynthetic process Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000007493 shaping process Methods 0.000 description 1
- 230000006641 stabilisation Effects 0.000 description 1
- 238000011105 stabilization Methods 0.000 description 1
Classifications
-
- 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
- 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
- E04B1/41—Connecting devices specially adapted for embedding in concrete or masonry
-
- 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
- E04C2/38—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 with attached ribs, flanges, or the like, e.g. framed panels
- E04C2/384—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 with attached ribs, flanges, or the like, e.g. framed panels with a metal frame
-
- 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
- E04B1/41—Connecting devices specially adapted for embedding in concrete or masonry
- E04B2001/4192—Connecting devices specially adapted for embedding in concrete or masonry attached to concrete reinforcing elements, e.g. rods or wires
Abstract
This application provides the assembled architecture wall and building that steel construction is combined with concrete structure, steel construction includes wall board body with the assembled architecture wall that concrete structure is combined, and at least two and structural support steel pipes that are vertically vertically arranged transversely arranged along left and right is provided with the wall board body and along left and right laterally with each Joint so that by the horizontal tension rib together with each structural support steel pipe drawknot.The assembled architecture wall that steel construction is combined with the assembled architecture house that concrete structure is combined including steel construction as described above with concrete structure.By set horizontal tension rib by the structural support steel pipe drawknot in wall together, structural support steel pipe is set to form integrative-structure, so as to improve the load-bearing property of construction wall and support strength, producer can set less reinforcing bar in wall or pour into a mould load-bearing property and support strength that less concrete also can guarantee that wall during production, cost is advantageously reduced, improves productivity effect.
Description
【Technical field】
The application is related to construction engineering technical field, more particularly to steel construction is built with the assembled that concrete structure is combined
Walling body and building.
【Background technology】
The more existing construction wall applied to assembled architecture field, in order to ensure or improve the support strength of wall
With stability, it is necessary to set more construction material such as to set more reinforcing bar or pour into a mould more concrete in wall, so
It is unfavorable for reducing construction cost.
【The content of the invention】
In order to remain to keep or even improve holding for construction wall while construction material is saved so as to save construction cost
Principal characteristic energy and support strength, the assembled architecture wall being combined this application provides steel construction with concrete structure and application should
The building of wall.
The application is realized by following technical scheme：
The assembled architecture wall that steel construction is combined with concrete structure, including wall board body, it is provided with the wall board body
At least two and structural support steel pipes that are vertically vertically arranged transversely arranged along left and right and along left and right laterally with each structure
Supporting steel pipe Joint is so as to the horizontal tension rib by each structural support steel pipe drawknot together.
The horizontal tension rib at least two, and be respectively and fixedly connected with the top and bottom of the structural support steel pipe.
Brace is connected between two adjacent structural support steel pipes, one end of the brace is fixed in a structural support
The upper end of steel pipe, the other end of the brace are fixed in the lower end of another structural support steel pipe.
Brace between two adjacent structural support steel pipes at least two, and the shape between two adjacent structural support steel pipes
Into chi structure.
The top and bottom of the structural support steel pipe are connected with steel pipe gusset, the horizontal tension rib and the oblique pull
Muscle is fixed on the steel pipe gusset.
The left end and/or right-hand member of the wall board body are provided with vertically vertically arranged wall end link slot, the wall of two wall board bodies
End link slot dock to form connection cavity, and by connection cavity in placing concrete two wall end link slots is connected, institute
The side wall for stating wall end link slot is provided with several bayonet sockets from top to bottom, and wall end link slot is set in the bayonet socket provided with card
And the U-shaped reinforcement that both ends extend into the wall board body.
The structural support steel pipe is provided with the link slot of the wall end in the wall board body, is also set in the wall board body
There is the steel wire noose that several one end are locked on the structural support steel pipe close to wall end link slot, the steel wire noose
The other end extends to outside the wall board body through wall end link slot and forms annular running-on.
On the front side of the wall board body and/or rear side the opening position corresponding with the structural support steel pipe be provided with can with it is another
Wall end link slot on one wall board body docks the metope link slot to form connection cavity, passes through the placing concrete in connection cavity
Wall end link slot is connected with the metope link slot, the structural support steel pipe corresponding with the metope link slot from upper and
Trap and be provided through the metope link slot and extend on the outside of wall board body and form the steel wire noose of annular running-on.
Also include the bar-mat reinforcement located at structural support steel pipe front side and/or rear side, the reinforcing bar in the wall board body
It is online to be provided with the truss bars extended along the structural support steel pipe short transverse.
Present invention also provides the assembled architecture house that steel construction is combined with concrete structure, including it is as described above
The assembled architecture wall that steel construction is combined with concrete structure.
Compared with prior art, the application has the following advantages：
The application is by setting horizontal tension rib by steel construction with the assembled architecture wall that concrete structure is combined
Structural support steel pipe drawknot together, make structural support steel pipe by horizontal tension rib formed integrative-structure, so as to improve
The load-bearing property and support strength of construction wall.Compared with traditional assembled architecture wall, producer can in production for this wall
To set less reinforcing bar or the less concrete of cast also to can guarantee that or even improve the load-bearing property and branch of wall in wall
Intensity is supportted, advantageously reduces construction cost, improves productivity effect.
【Brief description of the drawings】
In order to illustrate more clearly of the technical scheme in the embodiment of the present application, make required in being described below to embodiment
Accompanying drawing is briefly described.
Fig. 1 is the assembled architecture wall internal structure schematic diagram that steel construction is combined with concrete structure；
Fig. 2 is the close-up schematic view for the assembled architecture wall internal structure that steel construction is combined with concrete structure
One；
Fig. 3 is the close-up schematic view for the assembled architecture wall internal structure that steel construction is combined with concrete structure
Two；
Fig. 4 is the schematic diagram that Fig. 1 separates one layer of bar-mat reinforcement；
Fig. 5 is the schematic diagram of Fig. 1 cast concrete back wall shapings.
【Embodiment】
The assembled architecture wall that steel construction as shown in drawings is combined with concrete structure, including wall board body 1, it is described
At least two and structural support steel pipes 2 that are vertically vertically arranged transversely arranged along left and right are provided with wall board body 1 and along left and right
It is horizontal with each Joint of structural support steel pipe 2 so as to by the horizontal tension rib 3 together with each drawknot of structural support steel pipe 2.
By setting horizontal tension rib by steel construction with the structural support steel pipe in the assembled architecture wall that concrete structure is combined
Drawknot together, makes structural support steel pipe form integrative-structure by horizontal tension rib, so as to improve steel construction and concrete
The load-bearing property and support strength for the assembled architecture wall that structure is combined, and compared with traditional assembled architecture wall,
This wall producer in production, which can set less reinforcing bar in wall or pour into a mould less concrete, also can guarantee that or even carry
The load-bearing property and support strength of high wall, construction cost is advantageously reduced, improve productivity effect.
Specifically, the horizontal tension rib 3 at least two, and be respectively and fixedly connected with the upper end of the structural support steel pipe 2
And lower end, framework knot can be formed with structural support steel pipe 2 by being fixed in the horizontal tension rib 3 of the top and bottom of structural support steel pipe 2
Structure, so as to further improve the overall load-bearing property of wall and support strength and improve the overall stability of wall.
In order to further improve wall overall load-bearing property and support strength, between two adjacent structural support steel pipes 2
Be connected with brace 4, one end of the brace 4 is fixed in the upper end of a structural support steel pipe 2, the brace 4 it is another
End is fixed in the lower end of another structural support steel pipe 2, it is preferred that the brace 4 between two adjacent structural support steel pipes 2 is at least
Two, and chi structure is formed between two adjacent structural support steel pipes 2, formed and handed between two adjacent structural support steel pipes 2
The brace 4 of fork structure can further improve the overall stability of strutting system of wall.
For the ease of horizontal tension rib 3 and brace 4 are fixed on structural support steel pipe 2, the structural support steel pipe 2
Top and bottom be connected with steel pipe gusset 5, by horizontal tension rib 3 is welded on steel pipe gusset 5 downside and will be oblique
Lacing wire 4 is welded on the front side or rear side of steel pipe gusset 5 so as to which the horizontal tension rib 3 and the brace 4 are fixed in into institute
State on steel pipe gusset 5.
Connect to be easy to the assembled architecture wall that two steel constructions are combined with concrete structure to assemble when house assembles
Connect, the left end and/or right-hand member of the wall board body 1 are provided with vertically vertically arranged wall end link slot 6, and two wall board bodies 1 are assembling
When by the way that wall end link slot 6 is docked to form connection cavity, and by connection cavity in placing concrete make two wall ends connect
Groove 6 is connected, simple in construction, is easy to being linked and packed between wall and connection effect consolidates.In addition, in order to improve the connection of wall end
Mounting stability of the groove 6 on wall board body 1, the side wall of wall end link slot 6 is provided with several bayonet sockets 61 from top to bottom, described
Wall end link slot 6 is provided with card and sets the U-shaped reinforcement 62 that in the bayonet socket 61 and both ends extend into the wall board body 1, leads to
U reinforcements 62 are crossed to be fastened on wall end link slot 6 and extend as wall board body 1 is interior the installation so that by the stabilization of wall end link slot 6
In wall board body 1, while U-shaped reinforcement 62 also forms reinforcement running-on with wall end link slot 6.
In order to further improve two steel constructions with the connection between the assembled architecture wall that concrete structure is combined
Stability, is provided with the structural support steel pipe 2 in the wall board body 1 at wall end link slot 6, in the wall board body 1
It is additionally provided with the steel wire noose 7 that several one end are locked on the structural support steel pipe 2 close to wall end link slot 6, the steel
The other end of silk braid rope 7 extends to outside the wall board body 1 through wall end link slot 6 and forms annular running-on, two steel constructions
When the wall end link slot 6 for the assembled architecture wall that concrete structure is combined is docking formation connection cavity, steel wire noose 7
The reinforcement running-on that can be formed with U-shaped reinforcement 62 and wall end link slot 6 is vertically dislocatedly distributed to form vertical jack, passes through one
Vertical joint bar plugs the interconnection for making two walls firm in vertical jack.
In addition, enabling wall board body 1 multidirectional during in order to assemble and other wall board bodies 1 carry out assembly connection, the wall board body 1
Front side and/or rear side on the opening position corresponding with the structural support steel pipe 2 be provided with can be with the wall end on another wall board body 1
The docking of link slot 6 forms the metope link slot 8 of connection cavity, by setting metope to connect in the front side of wall board body 1 and/or rear side
Groove 8 make it that wall board body 1 can also be connected in addition to the wall end link slot 6 of left and right ends by metope link slot and another wall board body
Connect, improve the flexibility of assembling, in addition, by connection cavity placing concrete connect wall end link slot 6 and the metope
Access slot 8 is connected, meanwhile, in order to further improve the connective stability of metope link slot 8 and wall end link slot 6, with the wall
The corresponding structural support steel pipe 2 of face link slot 8 is also arranged with through the metope link slot 8 from top to bottom extends to wall board body
1 outside simultaneously forms the steel wire noose 7 of annular running-on.
In order to further improve wall board body 1 overall support strength and load-bearing property, also include being located in the wall board body 1
The front side of structural support steel pipe 2 and/or the bar-mat reinforcement 9 of rear side, due to being provided with horizontal tension rib on structural support steel pipe 2
3, therefore compared with traditional assembled wall, the density of bar-mat reinforcement 9 in this wall can set lower, so as to be advantageous to save
Construction material is saved, further, the bar-mat reinforcement 9 is provided with the Truss Steel extended along the short transverse of structural support steel pipe 2
Muscle 10.
The present embodiment also discloses the assembled architecture house that steel construction is combined with concrete structure, including as described above
The assembled architecture wall that is combined with concrete structure of steel construction.
The present embodiment operation principle is as follows：
By setting horizontal tension rib on structural support steel pipe so as to the dress for being combined steel construction with concrete structure
With the structural support steel pipe drawknot in formula construction wall together, structural support steel pipe is made to form integral knot by horizontal tension rib
Structure, so as to improve the load-bearing property of construction wall and support strength.Compared with traditional assembled wall, this wall is producing
When producer less reinforcing bar or the less concrete of cast can be set also to can guarantee that or even improve the load-bearing of wall in wall
Performance and support strength, construction cost is advantageously reduced, improve productivity effect.
It is to combine a kind of embodiment that particular content provides as described above, does not assert the specific implementation office of the application
It is limited to these explanations.It is all approximate with the present processes, structure etc., identical, if or for being made under the application concept thereof
Dry technology deduction or replace, it should all be considered as the protection domain of the application.
Claims (10)
1. the assembled architecture wall that steel construction is combined with concrete structure, including wall board body (1), it is characterised in that described
At least two and the structural support steel pipe (3) that is vertically vertically arranged and edges transversely arranged along left and right are provided with wall board body (1)
Left and right is laterally with each structural support steel pipe (3) Joint so that by the transverse direction together with each structural support steel pipe (3) drawknot
Tension rib (3).
2. the assembled architecture wall that steel construction according to claim 1 is combined with concrete structure, it is characterised in that
The horizontal tension rib (3) at least two, and be respectively and fixedly connected with the top and bottom of the structural support steel pipe (3).
3. the assembled architecture wall that steel construction according to claim 1 is combined with concrete structure, it is characterised in that
Brace (4) is connected between two adjacent structural support steel pipes (3), one end of the brace (4) is fixed in a structure branch
The upper end of steel pipe (3) is supportted, the other end of the brace (4) is fixed in the lower end of another structural support steel pipe (3).
4. the assembled architecture wall that steel construction according to claim 3 is combined with concrete structure, it is characterised in that
Brace (4) at least two between two adjacent structural support steel pipes (3), and between two adjacent structural support steel pipes (3)
Form chi structure.
5. the assembled architecture wall that steel construction according to claim 3 is combined with concrete structure, it is characterised in that
The top and bottom of the structural support steel pipe (3) are connected with steel pipe gusset (5), the horizontal tension rib (3) and it is described tiltedly
Lacing wire (4) is fixed on the steel pipe gusset (5).
6. the assembled architecture wall that steel construction according to claim 1 is combined with concrete structure, it is characterised in that
The left end and/or right-hand member of the wall board body (1) are provided with vertically vertically arranged wall end link slot (6), the wall of two wall board bodies (1)
Hold link slot (6) docking formed connection cavity, and by connection cavity in placing concrete make two wall end link slots (6) be connected
Connect, the side wall of wall end link slot (6) is provided with several bayonet sockets (61) from top to bottom, and wall end link slot (6) is provided with
Card sets the U-shaped reinforcement (62) into the extension into the wall board body (1) of in the bayonet socket (61) and both ends.
7. the assembled architecture wall that steel construction according to claim 6 is combined with concrete structure, it is characterised in that
The structural support steel pipe (3) is provided with close to the wall end link slot (6) place in the wall board body (1), the wall board body (1) is interior
The steel wire noose (7) that several one end are locked on the structural support steel pipe (3) close to wall end link slot (6) is additionally provided with,
The other end of the steel wire noose (7) extends to the wall board body (1) outside through wall end link slot (6) and forms annular sleeve
Mouthful.
8. the assembled architecture wall that steel construction according to claim 6 is combined with concrete structure, it is characterised in that
On the front side of the wall board body (1) and/or rear side the opening position corresponding with the structural support steel pipe (3) be provided with can with it is another
Wall end link slot (6) docking on wall board body (1) forms the metope link slot (8) of connection cavity, by being poured in connection cavity
Filling concrete makes wall end link slot (6) be connected with the metope link slot (8), corresponding with the metope link slot (8)
Structural support steel pipe (3) is arranged with from top to bottom extends on the outside of wall board body (1) and is formed ring through the metope link slot (8)
The steel wire noose (7) of shape running-on.
9. the assembled architecture wall that steel construction according to claim 1 is combined with concrete structure, it is characterised in that
Also include the bar-mat reinforcement (9) located at the structural support steel pipe (3) front side and/or rear side, the reinforcing bar in the wall board body (1)
Net (9) is provided with the truss bars (10) extended along structural support steel pipe (3) short transverse.
10. the assembled architecture house that steel construction is combined with concrete structure, it is characterised in that including such as claim 1-9
The assembled architecture wall that steel construction described in any one is combined with concrete structure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711206321.7A CN107806207A (en) | 2017-11-27 | 2017-11-27 | The assembled architecture wall and building that steel construction is combined with concrete structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711206321.7A CN107806207A (en) | 2017-11-27 | 2017-11-27 | The assembled architecture wall and building that steel construction is combined with concrete structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN107806207A true CN107806207A (en) | 2018-03-16 |
Family
ID=61581619
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201711206321.7A Pending CN107806207A (en) | 2017-11-27 | 2017-11-27 | The assembled architecture wall and building that steel construction is combined with concrete structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107806207A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2019100797A1 (en) * | 2017-11-27 | 2019-05-31 | 黄昆 | Steel structure and concrete structure combination assembled type building wall body and building house |
| CN110130567A (en) * | 2019-06-05 | 2019-08-16 | 海门市智达建筑材料科技有限公司 | A kind of novel Steel Reinforced Concrete Shear Walls and its element precast method |
| CN113323190A (en) * | 2021-05-28 | 2021-08-31 | 哈尔滨工业大学 | Template-free assembled steel truss-recycled concrete combined shear wall and construction method thereof |
Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102561553A (en) * | 2012-03-05 | 2012-07-11 | 河北联合大学 | Prefabricated concrete-filled steel tube frame-shear wall and construction method thereof |
| CN103883034A (en) * | 2014-03-14 | 2014-06-25 | 东南大学 | Assembled shear wall and wall-beam connecting structure with edge restraining component |
| CN104532983A (en) * | 2014-11-18 | 2015-04-22 | 苏州市世好建材新技术工程有限公司 | Steel pipe concrete composite system of building and masonry construction method thereof |
| CN105317137A (en) * | 2015-10-14 | 2016-02-10 | 史世英 | Prefabricated wall, prefabricated wallboard, construction method of prefabricated wall and production method of prefabricated wallboard |
| CN105369978A (en) * | 2015-11-06 | 2016-03-02 | 中建钢构有限公司 | Modularized inner partition board |
| CN106049707A (en) * | 2016-06-08 | 2016-10-26 | 黄昆 | Prefabricated wall body, prefabricated house building and construction method |
| CN107386492A (en) * | 2017-08-30 | 2017-11-24 | 河北建筑工程学院 | A kind of prefabricated core column formula self-insulating external wall panel, attachment structure and its construction method |
| CN207647014U (en) * | 2017-11-27 | 2018-07-24 | 黄昆 | The assembled architecture wall and building that steel construction is combined with concrete structure |
-
2017
- 2017-11-27 CN CN201711206321.7A patent/CN107806207A/en active Pending
Patent Citations (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102561553A (en) * | 2012-03-05 | 2012-07-11 | 河北联合大学 | Prefabricated concrete-filled steel tube frame-shear wall and construction method thereof |
| CN103883034A (en) * | 2014-03-14 | 2014-06-25 | 东南大学 | Assembled shear wall and wall-beam connecting structure with edge restraining component |
| CN104532983A (en) * | 2014-11-18 | 2015-04-22 | 苏州市世好建材新技术工程有限公司 | Steel pipe concrete composite system of building and masonry construction method thereof |
| CN105317137A (en) * | 2015-10-14 | 2016-02-10 | 史世英 | Prefabricated wall, prefabricated wallboard, construction method of prefabricated wall and production method of prefabricated wallboard |
| CN105369978A (en) * | 2015-11-06 | 2016-03-02 | 中建钢构有限公司 | Modularized inner partition board |
| WO2017076074A1 (en) * | 2015-11-06 | 2017-05-11 | 中建钢构有限公司 | Modular interior partition wall panel |
| CN106049707A (en) * | 2016-06-08 | 2016-10-26 | 黄昆 | Prefabricated wall body, prefabricated house building and construction method |
| CN205894364U (en) * | 2016-06-08 | 2017-01-18 | 黄昆 | Prefabricated formula wall body and prefabricated formula housing construction |
| CN107386492A (en) * | 2017-08-30 | 2017-11-24 | 河北建筑工程学院 | A kind of prefabricated core column formula self-insulating external wall panel, attachment structure and its construction method |
| CN207647014U (en) * | 2017-11-27 | 2018-07-24 | 黄昆 | The assembled architecture wall and building that steel construction is combined with concrete structure |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2019100797A1 (en) * | 2017-11-27 | 2019-05-31 | 黄昆 | Steel structure and concrete structure combination assembled type building wall body and building house |
| CN110130567A (en) * | 2019-06-05 | 2019-08-16 | 海门市智达建筑材料科技有限公司 | A kind of novel Steel Reinforced Concrete Shear Walls and its element precast method |
| CN113323190A (en) * | 2021-05-28 | 2021-08-31 | 哈尔滨工业大学 | Template-free assembled steel truss-recycled concrete combined shear wall and construction method thereof |
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