CN110284625A - A kind of light steel shear wall and its connection structure with floor gap and basis - Google Patents
A kind of light steel shear wall and its connection structure with floor gap and basis Download PDFInfo
- Publication number
- CN110284625A CN110284625A CN201910677998.1A CN201910677998A CN110284625A CN 110284625 A CN110284625 A CN 110284625A CN 201910677998 A CN201910677998 A CN 201910677998A CN 110284625 A CN110284625 A CN 110284625A
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- China
- Prior art keywords
- shear wall
- wall
- newel post
- light steel
- fashioned iron
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- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 105
- 239000010959 steel Substances 0.000 title claims abstract description 105
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims abstract description 156
- 229910052742 iron Inorganic materials 0.000 claims abstract description 78
- 229910001335 Galvanized steel Inorganic materials 0.000 claims abstract description 12
- 239000008397 galvanized steel Substances 0.000 claims abstract description 12
- 229910018137 Al-Zn Inorganic materials 0.000 claims abstract description 10
- 229910018573 Al—Zn Inorganic materials 0.000 claims abstract description 10
- 238000010008 shearing Methods 0.000 claims description 4
- 238000010586 diagram Methods 0.000 description 9
- 238000003466 welding Methods 0.000 description 4
- 238000009434 installation Methods 0.000 description 3
- 229910000746 Structural steel Inorganic materials 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 210000001015 abdomen Anatomy 0.000 description 1
- HXFVOUUOTHJFPX-UHFFFAOYSA-N alumane;zinc Chemical compound [AlH3].[Zn] HXFVOUUOTHJFPX-UHFFFAOYSA-N 0.000 description 1
- 238000005452 bending Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000011449 brick Substances 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 238000007747 plating Methods 0.000 description 1
- 230000001681 protective effect Effects 0.000 description 1
- 239000000126 substance Substances 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
Classifications
-
- 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
- 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
- E04B2/58—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of metal
-
- 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
- E04B2/58—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of metal
- E04B2/60—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of metal characterised by special cross-section of the elongated members
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Load-Bearing And Curtain Walls (AREA)
Abstract
The invention proposes a kind of light steel shear walls, including top beam, bottom beam, wall stand column and shear wall fashioned iron newel post, the top beam and bottom beam are arranged in parallel up and down, and two shear wall fashioned iron newel posts are individually fixed in top beam and the both ends of bottom beam form rectangular or square；Several wall stand column both ends are individually fixed on top beam and bottom beam.The setting of the light steel shear wall and its connection type between upper and lower floor and basis, it is reasonable in design, shear wall fashioned iron newel post (light gauge cold-formed steel shape newel post or the rigid newel post of heat), U-shaped (or c-type) top beam, U-shaped (or c-type) bottom beam and c-type light gauge cold-formed steel shape wall stand column and wall two sides (or side) galvanized steel plain sheet (or Al-Zn coated steel) form Lateral Resistant System, effective lateral rigidity is provided for light gauge cold-formed steel shape frame structure, can effectively improve antidetonation, the wind loading rating of light gauge cold-formed steel shape frame structure.
Description
Technical field
A kind of connection structure the present invention relates to light steel shear wall and its with floor gap and basis.
Background technique
Cold bending thin wall light-weight structure residence building system is a kind of novel assembled light steel construction system, due to having peace
Fill convenience, short construction period, energy-saving material-saving, it is environmentally protective, good in economic efficiency the advantages that, be increasingly becoming brick mix structure one kind more
New substitution building system.Existing shear wall and floor gap is descended thereon and is had with the lateral resisting ability of connection type on basis
Limit and the bearing capacity of light steel shear wall mismatch.
Summary of the invention
The present invention proposes a kind of light steel shear wall and its connection structure with floor gap and basis, solves above-mentioned background
The poor problem of the lateral resisting of the shear wall proposed in technology light gauge cold-formed steel shape frame structure when in use, enhances light steel and cuts
Power wall system bearing capacity is to improve the safety that house is lived.
The technical scheme of the present invention is realized as follows:
A kind of light steel shear wall, including top beam 1, bottom beam 2, wall stand column 3 and shear wall fashioned iron newel post 4, the top beam 1
It is arranged in parallel with about 2 bottom beam, and two shear wall fashioned iron newel posts 4 are individually fixed in top beam 1 and the both ends of bottom beam 2 form square
Shape or square；Several 3 both ends of wall stand column are individually fixed on top beam 1 and bottom beam 2.
Preferably, the section of the top beam 1 and bottom beam 2 is all U-shaped or c-type, the top of shear wall fashioned iron newel post 4
It holds out against with the web of top beam 1 and is fixedly connected with the edge of a wing of top beam 1；The bottom end of shear wall fashioned iron newel post 4 and bottom beam 2
Web holds out against and is fixedly connected with the edge of a wing of bottom beam 2.
Preferably, shear wall fashioned iron newel post 4 is single light gauge cold-formed steel shape newel post or more light gauge cold-formed steel shapes
Combination newel post made of column combination or the rigid newel post of heat；The edge of a wing of the top of shear wall fashioned iron newel post 4 and bottom end respectively with
The edge of a wing of top beam 1 is fixedly connected with the edge of a wing of bottom beam 2.
Preferably, the top of wall stand column 3 holds out against with the web of top beam 1 and is fixedly connected with the edge of a wing of top beam 1；The wall stand
The bottom end of column 3 holds out against with the web of bottom beam 2 and is fixedly connected with the edge of a wing of bottom beam 2.
Preferably, the section of the wall stand column 3 is c-type, the edge of a wing of the top of the wall stand column 3 and bottom end respectively with top beam
1 edge of a wing is fixedly connected with the edge of a wing of bottom beam 2.
Preferably, further include galvanized steel plain sheet or Al-Zn coated steel 5, the galvanized steel plain sheet or Al-Zn coated steel 5 at least in
The leading flank of wall or the one or both sides in trailing flank are simutaneously arranged, respectively with top beam 1, bottom beam 2, wall stand column 3 and shear wall
Figure steel newel post 4 is fixedly connected.
A kind of connection structure of light steel shear wall and basis, it is described in concrete foundation 7 including at least being fixed on
Light steel shear wall presets iron built-in fitting 8 in the concrete foundation 7, and shear wall fashioned iron newel post 4 corresponds to iron pre-buried
Part 8 and fixed by iron connector 9 between the two, bottom beam 2 is fixed in concrete foundation 7 by bolt 10.
A kind of connection structure of light steel shear wall and floor gap, including at least light steel shear wall described in two pieces,
Light steel shear wall Q2 and the light steel shear wall Q1 of lower layer are located above and below floor and are aligned at the middle and upper levels.
Preferably, under the upper wall bottom beam 112 of the light steel shear wall Q2 in the upper layer and the light steel shear wall Q1 of lower layer
Wall top beam 121 be equipped with corresponding fluting, connecting plate 6 pass through fluting be fixed on shear wall fashioned iron newel post 114 and under cut
In power wall fashioned iron newel post 124.
Preferably, the upper wall fashioned iron newel post 114 of the light steel shear wall Q2 in the upper layer and the light steel shear wall Q1 of lower layer
Lower wall fashioned iron newel post 124 it is corresponding and be aligned one by one, when no space is installed at fluting, in upper wall fashioned iron newel post
Corresponding side is fixed by connecting plate 6 between 114 and lower wall fashioned iron newel post 124.
The present invention the beneficial effects are as follows: the setting of the light steel shear wall and its between upper and lower floor and basis
Connection type, reasonable in design, shear wall fashioned iron newel post (light gauge cold-formed steel shape newel post or heat rigid newel post), U-shaped (or C
Type) top beam, U-shaped (or c-type) bottom beam and c-type light gauge cold-formed steel shape wall stand column and wall two sides (or side) galvanized steel plain sheet (or plating
Aluminium zinc steel plate) Lateral Resistant System is formed, effective lateral rigidity is provided for light gauge cold-formed steel shape frame structure, can effectively be mentioned
The antidetonation of high light gauge cold-formed steel shape frame structure, wind loading rating；The shear wall upper and lower floor gap and with basis connection side
Formula can enhance breakout capacity, to ensure the safety of structure of building.
Detailed description of the invention
In order to more clearly explain the embodiment of the invention or the technical proposal in the existing technology, to embodiment or will show below
There is attached drawing needed in technical description to be briefly described, it should be apparent that, the accompanying drawings in the following description is only this
Some embodiments of invention for those of ordinary skill in the art without creative efforts, can be with
It obtains other drawings based on these drawings.
Fig. 1 is the structural schematic diagram of light steel shear wall.
Fig. 2 is the schematic diagram that light steel shear wall is only equipped with galvanized steel plain sheet in wall side.
Fig. 3 is respectively arranged with the schematic diagram of galvanized steel plain sheet in wall two sides for light steel shear wall.
Fig. 4 is connection schematic diagram of the light steel shear wall in concrete foundation.
Fig. 5 is the schematic top plan view that iron connector is installed by steel newel post.
Fig. 6 is A-A cross-sectional view in Fig. 5.
Fig. 7 is B-B cross-sectional view in Fig. 5.
Fig. 8 is side view connection schematic diagram of the light steel shear wall in upper and lower floor.
Fig. 9 is C-C cross-sectional view in Fig. 8.
Figure 10 is D-D cross-sectional view in Fig. 8.
Figure 11 is three-dimensional connection schematic diagram of the light steel shear wall in upper and lower floor.
Figure 12 be light steel shear wall upper and lower floor and on the basis of connection schematic diagram.
Specific embodiment
Technical solution of the present invention is clearly and completely described below in conjunction with the embodiment of the present invention, it is clear that retouched
The embodiment stated is only a part of the embodiment of the present invention, instead of all the embodiments.Based on the embodiments of the present invention, originally
Field those of ordinary skill every other embodiment obtained without making creative work, belongs to the present invention
The range of protection.
A kind of light steel shear wall as shown in Figs. 1-3, including top beam 1, bottom beam 2, wall stand column 3 and shear wall fashioned iron newel post
4, the top beam 1 and about 2 bottom beam are arranged in parallel, and two shear wall fashioned iron newel posts 4 are individually fixed in top beam 1 and bottom beam 2
Both ends formed rectangular or square；Several 3 both ends of wall stand column are respectively on fixed and top beam 1 and bottom beam 2；It further include galvanized steel
Plate or Al-Zn coated steel 5, the galvanized steel plain sheet or Al-Zn coated steel 5 are at least in the side in the leading flank of wall or trailing flank
Or two sides are simutaneously arranged, and are fixedly connected respectively with top beam 1, bottom beam 2, wall stand column 3 and shear wall fashioned iron newel post 4.
Wherein, the section of the top beam 1 and bottom beam 2 is all U-shaped or c-type, the top of shear wall fashioned iron newel post 4 with
The web of top beam 1 holds out against and is fixedly connected with the edge of a wing of top beam 1；The bottom end of shear wall fashioned iron newel post 4 and the abdomen of bottom beam 2
Plate holds out against and is fixedly connected with the edge of a wing of bottom beam 2；Shear wall fashioned iron newel post 4 is single light gauge cold-formed steel shape newel post or more
The combination newel post or the rigid newel post of heat that root Cold-Formed Thin-Walled Steel Columns are composed；The top and bottom of shear wall fashioned iron newel post 4
The edge of a wing at end is fixedly connected with the edge of a wing on the edge of a wing of top beam 1 and bottom beam 2 respectively.
The top of wall stand column 3 holds out against with the web of top beam 1 and is fixedly connected with the edge of a wing of top beam 1；The bottom of the wall stand column 3
End holds out against with the web of bottom beam 2 and is fixedly connected with the edge of a wing of bottom beam 2；The section of the wall stand column 3 is c-type, the wall stand column 3
Top and the edge of a wing of bottom end be fixedly connected respectively with the edge of a wing on the edge of a wing of top beam 1 and bottom beam 2.
Fixed form includes but is not limited to the modes such as screw, bolt, rivet or welding.
In the present embodiment, the top beam 1 of U-shaped (or c-type), the bottom beam 2 of U-shaped (or c-type), several c-types wall stand column 3, two
A shear wall fashioned iron newel post 4 (light gauge cold-formed steel shape newel post or the rigid newel post of heat), galvanized steel plain sheet or Al-Zn coated steel 5 collectively constitute
Structural steel frame, wall stand column 3 and galvanized steel plain sheet or Al-Zn coated steel when the steel frame is by lateral load, in the steel frame inner cavity
5 provide the lateral rigidity of steel frame, make its structural steel frame that lateral tilt, Jin Erti will not occur when by lateral loads
The structure safety of high building.
As shown in figs. 4-7, the connection structure of a kind of light steel shear wall and basis, including at least being fixed on concrete foundation
The light steel shear wall on 7, iron built-in fitting 8 is preset in the concrete foundation 7, and shear wall fashioned iron newel post 4 is corresponding
In iron built-in fitting 8 and fixed by iron connector 9 between the two, bottom beam 2 is fixed on concrete foundation 7 by bolt 10
On.
Light steel shear wall is mounted in concrete foundation 11, and iron built-in fitting 8 is previously provided in concrete foundation,
The pre-buried position of iron built-in fitting 8 is at shear wall fashioned iron newel post 4.Light steel shear wall is mounted in concrete foundation 11
When, shear wall fashioned iron newel post 4 passes through in the upper surface of iron built-in fitting 8, shear wall fashioned iron newel post 4 with iron built-in fitting 8
Iron connector 9, which is welded to connect, (to be carried out effectively if anti-group of connector can be used without built-in fitting by bolt and basis
Connection).Bottom beam 2 is effectively connect by bolt 10 (or the modes such as chemical anchor bolts) with basis.
If Fig. 5 is top view: iron connector 9 be arranged in the front and rear sides of shear wall fashioned iron newel post 4 respectively with shearing
Wall fashioned iron newel post 4 effectively welds, and iron connector 9 is effectively welded with iron built-in fitting 8 again.When iron connector 9 exists
It is mountable at remaining two sides, the position as shown in 9A when being installed between having no time at left and right sides of shear wall fashioned iron newel post 4.
Wherein iron connector 9 is only schematic diagram in figure, any to form a fixed connection not based on the shape
Component should all be within protection scope.
A kind of connection structure of light steel shear wall and floor gap as illustrated in figs. 8-11, including at least light steel described in two pieces
Shear wall, at the middle and upper levels the light steel shear wall Q2 and light steel shear wall Q1 of lower layer be located above and below floor and
Alignment.The light steel shear wall Q2 in upper layer include upper wall top beam 111, upper wall bottom beam 112, upper wall wall stand column 113 and on cut
Power wall fashioned iron newel post 114, the light steel shear wall Q1 of lower layer include lower wall top beam 121, lower wall bottom beam 122, lower wall wall
Trestle 123 and lower shear wall fashioned iron newel post 124, structure is identical to use the light steel shear wall structure, and splicing group up and down
At.
The upper shear wall fashioned iron newel post 114 of the light steel shear wall Q2 in upper layer and the lower shearing of the light steel shear wall Q1 of lower layer
Wall fashioned iron newel post 124 is corresponding and is aligned one by one, upper shear wall fashioned iron newel post 114 and lower shear wall fashioned iron newel post 124
Between to pass through connecting plate 6 fixed for corresponding side；The light steel shearing of the upper wall bottom beam 112 of the light steel shear wall Q2 in upper layer and lower layer
The lower wall top beam 121 of wall Q1 is equipped with corresponding fluting, and connecting plate 6 passes through fluting and is fixed on shear wall fashioned iron newel post
114 and lower shear wall fashioned iron newel post 124 on.
Referring specifically to Fig. 8: upper shear wall fashioned iron newel post 114 is aligned placement with lower shear wall fashioned iron newel post 124, and two
It is effectively fixedly connected by connecting plate 6 using screw (or the modes such as bolt, rivet, welding) between person, is connected in installation
When plate 6, it need to slot on upper wall bottom beam 112 and lower wall top beam 121, to facilitate the installation of connecting plate 6.
To briefly describe, only its mutual connection side is described in detail with a butt column in the newel post at shear wall both ends
Formula.
Referring specifically to Fig. 9: it is the C-C sectional view of Fig. 8.Upper shear wall fashioned iron newel post 114 and lower shear wall figure
The alignment of steel newel post 124 is placed, and corresponding front and rear sides are by connecting plate 6 using screw (or bolt, rivet, welding between the two
Etc. modes) effectively connected,
Referring specifically to Figure 10: it is the B-B sectional view of Fig. 8.Upper shear wall fashioned iron newel post 114 and lower shear wall figure
The alignment of steel newel post 124 is placed, and front and rear sides face between the two is by connecting plate 6 using screw (or bolt, rivet, welding etc.
Mode) effectively connected, when installing connecting plate 6, need to slot on upper wall bottom beam 112 and lower wall top beam 121,
To facilitate the installation of connecting plate 6.It is mountable in remaining two sides when connecting plate 6 at fluting install by no space, as shown in 6A
Position.
Pass through screw 10 (or bolt, rivet, weldering between the web of upper wall bottom beam 112 and the web of lower wall top beam 121
The modes such as connect) effectively connected.
Such as the connection structure overall diagram that Figure 12 is light steel shear wall and floor gap and basis, the light steel shear wall Q1 of lower layer
It is fixed in concrete foundation 7, the light steel shear wall Q2 in upper layer is installed again on the light steel shear wall Q1 of lower layer and forms floor up and down.
The setting of the light steel shear wall and its connection type between upper and lower floor and basis, structure design are closed
Reason, shear wall fashioned iron newel post (light gauge cold-formed steel shape newel post or the rigid newel post of heat), U-shaped (or c-type) top beam, U-shaped (or c-type) bottom beam
It is cold with c-type light gauge cold-formed steel shape wall stand column and wall two sides (or side) zinc-plated or Al-Zn coated steel forms Lateral Resistant System
Curved thin-walled steel-frame structure is provided with the lateral rigidity of effect, can effectively improve light gauge cold-formed steel shape frame structure antidetonation,
Wind loading rating；The shear wall can enhance breakout capacity in upper and lower floor gap and with the connection type on basis, to ensure building
Safety of structure.
The foregoing is merely illustrative of the preferred embodiments of the present invention, is not intended to limit the invention, all in essence of the invention
Within mind and principle, any modification, equivalent replacement, improvement and so on be should all be included in the protection scope of the present invention.
Claims (10)
1. a kind of light steel shear wall, which is characterized in that including top beam (1), bottom beam (2), wall stand column (3) and shear wall fashioned iron
Newel post (4), the top beam (1) and bottom beam (2) are arranged in parallel up and down, and two shear wall fashioned iron newel posts (4) are individually fixed in
The both ends of top beam (1) and bottom beam (2) form rectangular or square；Several wall stand column (3) both ends be individually fixed in top beam (1) and
On bottom beam (2).
2. a kind of light steel shear wall as described in claim 1, which is characterized in that the section of the top beam (1) and bottom beam (2)
It is all U-shaped or c-type, the top of shear wall fashioned iron newel post (4) and the web of top beam (1) are held out against and the wing with top beam (1)
Edge is fixedly connected；The bottom end of shear wall fashioned iron newel post (4) and the web of bottom beam (2) are held out against and the edge of a wing with bottom beam (2)
It is fixedly connected.
3. a kind of light steel shear wall as claimed in claim 2, which is characterized in that shear wall fashioned iron newel post (4) is
The combination newel post or the rigid newel post of heat that single light gauge cold-formed steel shape newel post or more Cold-Formed Thin-Walled Steel Columns are composed, the shearing
The top of wall fashioned iron newel post (4) and the edge of a wing of bottom end are fixedly connected with the edge of a wing on the edge of a wing of top beam (1) and bottom beam (2) respectively.
4. a kind of light steel shear wall as claimed in claim 2, which is characterized in that the top of wall stand column (3) and top beam (1)
Web holds out against and is fixedly connected with the edge of a wing of top beam (1)；The bottom end of the wall stand column (3) and the web of bottom beam (2) hold out against and with
The edge of a wing of bottom beam (2) is fixedly connected.
5. a kind of light steel shear wall as claimed in claim 4, which is characterized in that the section of the wall stand column (3) is c-type,
The top of the wall stand column (3) and the edge of a wing of bottom end are fixedly connected with the edge of a wing on the edge of a wing of top beam (1) and bottom beam (2) respectively.
6. a kind of light steel shear wall as described in claim 1, which is characterized in that further include galvanized steel plain sheet or Al-Zn coated steel
(5), the galvanized steel plain sheet or Al-Zn coated steel (5) at least in the one or both sides in the leading flank of wall or trailing flank simultaneously
Arrangement, is fixedly connected with top beam (1), bottom beam (2), wall stand column (3) and shear wall fashioned iron newel post (4) respectively.
7. the connection structure of a kind of light steel shear wall and basis, which is characterized in that including at least being fixed on concrete foundation (7)
On light steel shear wall described in any one of claims 1-6, preset iron built-in fitting (8) on the concrete foundation (7),
Shear wall fashioned iron newel post (4) corresponds to iron built-in fitting (8) and fixed by iron connector (9) between the two, bottom beam (2)
It is fixed on concrete foundation (7) by bolt (10).
8. a kind of connection structure of light steel shear wall and floor gap, which is characterized in that include at least two pieces such as claim 1-6
Described in any item light steel shear walls, the light steel shear wall (Q1) of light steel shear wall (Q2) and lower layer distinguishes position at the middle and upper levels
Above and below floor and it is aligned.
9. a kind of connection structure of light steel shear wall and floor gap as claimed in claim 8, which is characterized in that the upper layer
It is set on the lower wall top beam (121) of the light steel shear wall (Q1) of upper wall bottom beam (112) and lower layer of light steel shear wall (Q2)
There is corresponding fluting, connecting plate (6) passes through fluting and is fixed on shear wall fashioned iron newel post (114) and lower shear wall fashioned iron end
On column (124).
10. a kind of connection structure of light steel shear wall and floor gap as claimed in claim 9, which is characterized in that on described
The lower wall fashioned iron newel post of the light steel shear wall (Q1) of upper wall fashioned iron newel post (114) and lower layer of the light steel shear wall (Q2) of layer
(124) corresponding and be aligned one by one, when no space is installed at fluting, in upper wall fashioned iron newel post (114) and lower type wall-type
Corresponding side is fixed by connecting plate (6) between steel newel post (124).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910677998.1A CN110284625A (en) | 2019-07-25 | 2019-07-25 | A kind of light steel shear wall and its connection structure with floor gap and basis |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910677998.1A CN110284625A (en) | 2019-07-25 | 2019-07-25 | A kind of light steel shear wall and its connection structure with floor gap and basis |
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| Publication Number | Publication Date |
|---|---|
| CN110284625A true CN110284625A (en) | 2019-09-27 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201910677998.1A Pending CN110284625A (en) | 2019-07-25 | 2019-07-25 | A kind of light steel shear wall and its connection structure with floor gap and basis |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111502078A (en) * | 2020-04-22 | 2020-08-07 | 任士猛 | Assembled concrete composite wall and construction method thereof |
| CN112064784A (en) * | 2020-09-26 | 2020-12-11 | 深圳千里马装饰集团有限公司 | Assembled light steel structure residential building system |
-
2019
- 2019-07-25 CN CN201910677998.1A patent/CN110284625A/en active Pending
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111502078A (en) * | 2020-04-22 | 2020-08-07 | 任士猛 | Assembled concrete composite wall and construction method thereof |
| CN112064784A (en) * | 2020-09-26 | 2020-12-11 | 深圳千里马装饰集团有限公司 | Assembled light steel structure residential building system |
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