CN206987110U - A kind of shear wall, its structure building system and its rigid joint with girder steel - Google Patents
A kind of shear wall, its structure building system and its rigid joint with girder steel Download PDFInfo
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- CN206987110U CN206987110U CN201720764847.6U CN201720764847U CN206987110U CN 206987110 U CN206987110 U CN 206987110U CN 201720764847 U CN201720764847 U CN 201720764847U CN 206987110 U CN206987110 U CN 206987110U
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- shear wall
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Abstract
The utility model discloses a kind of shear wall, its structure building system and its rigid joint with girder steel, shear wall is spliced to form successively by multiple steel pipe units.Described steel pipe unit has a cavity, casting concrete in described cavity.Described steel pipe unit includes rectangular tube and H-shaped shaped steel, and described shear wall is made up of rectangular tube and H-shaped shaped steel alternative splicing.Described rectangular tube includes upper side partition, lower side partition, left side dividing plate and the right dividing plate.Described H-shaped shaped steel includes first edge of a wing, second edge of a wing and the web being vertically set between first edge of a wing and second edge of a wing.Peg is respectively arranged with the inside of the edge of a wing of H-shaped shaped steel first and second edge of a wing.It is of the present utility model to be beneficial in that：The shear wall structure that middle H-shaped shaped steel is individually spliced compared with prior art, the shear wall disclosed in the utility model formed by rectangular tube and H-shaped shaped steel alternative splicing is more stable, firmer in structure.
Description
Technical field
Shear wall technical field is the utility model is related to, specially a kind of shear wall, its structure building system and its and steel
The rigid joint of beam.
Background technology
Shear wall is also known as seismic structural wall, earthquake resistant wall, structural wall, resists vertical load and horizontal loading as structural elements under construction
Effect.
In current architectural engineering, in addition to conventional steel bar concrete shear wall, steel pipe bundle combining structure shear wall is as one
Kind new architecture starts to occur.Various section shaped steel or steel plate are vertically passed through weldering by the steel pipe bundle combining structure shear wall side by side
Connect and be attached, form smooth outer surface and internally cross the cavity of casting concrete, so as to the steel and coagulation that are formed
Structural shear wall closes in local soil type.Substantially be a kind of steel construction with concrete together with cooperative combining structure, such a structure
Form is especially suitable for steel house.
The utility model patent that notification number is CN206189658 U in the prior art, which discloses, a kind of to be made up of H-shaped steel
Steel pipe bundle combining structure.Its technical scheme used is that multiple H-shaped shaped steel are spliced into shear wall successively, in shear wall cavity list
Casting concrete in member.This shear wall being spliced using H-shaped steel, because its outermost is closed with yi word pattern steel
Welding, such structure cause shear wall edge structure not firm enough and stably unavoidably.
The content of the invention
The purpose of this utility model is to provide a kind of shear wall, to solve that the spelling of H-shaped shaped steel is used alone in the prior art
The problem of shear wall structure connect is not firm enough and stablizes.
To achieve the above object, the utility model uses following technical scheme：
A kind of shear wall, it is spliced to form successively by multiple steel pipe units.Described steel pipe unit has cavity, described sky
Intracavitary casting concrete.Described steel pipe unit includes rectangular tube and H-shaped shaped steel, and described shear wall is by rectangular tube and H-shaped type
Steel alternative splicing is formed.
In a kind of embodiment, described rectangular tube includes upper side partition, lower side partition, left side dividing plate and the right dividing plate.
Described H-shaped shaped steel includes first edge of a wing, second edge of a wing and the web being vertically set between first edge of a wing and second edge of a wing.Institute
The one end on first edge of a wing of the H-shaped shaped steel stated is overlapped on above on the upper side partition of a rectangular tube, and the other end is overlapped on latter
On the upper side partition of rectangular tube.The one end on the second described edge of a wing is overlapped on the lower side partition of previous rectangular tube, and the other end is taken
It is connected on the lower side partition of latter rectangular tube.
In another embodiment, described rectangular tube include upper side partition, lower side partition, left side dividing plate and the right every
Plate.Described H-shaped shaped steel includes first edge of a wing, second edge of a wing and the abdomen being vertically set between first edge of a wing and second edge of a wing
Plate.First edge of a wing of described H-shaped shaped steel and the same one end on second edge of a wing are welded on the right dividing plate of previous rectangular tube.It is described
First edge of a wing and the other end on second edge of a wing be welded on the left side dividing plate of latter rectangular tube.
Wherein, the overall shape of described shear wall is yi word pattern, T-shaped, C fonts, L-type or cross.
Preferably, described concrete is normal concrete, high-strength concrete, lightweight aggregate concrete or self-compaction coagulation
Soil.
Further, it is respectively arranged with peg on the inside of the edge of a wing of H-shaped shaped steel first and second edge of a wing.
The invention also discloses a kind of shear wall structure building system, by shear wall, building panel system and inside and outside
Wall forms, and described shear wall is the shear wall that rectangular tube and H-shaped shaped steel are spliced.
The invention also discloses a kind of shear wall and the rigid joint of girder steel, includes shear wall and H profile steel beam/case
Shape girder steel.The shear wall is the shear wall being spliced by rectangular tube and H-shaped shaped steel/box steel beam.Outside the shear wall
Side is provided with H profile steel beam/box steel beam, and the H profile steel beam/box steel beam is horizontally disposed, is cut with the shaped steel box-shaped steel plate that combines
Power wall vertical connection.
Further, the H profile steel beam/box steel beam is located at the outside of rectangular tube side dividing plate.The H profile steel
Beam/box steel beam is fixedly connected by L-type connecting plate with rectangular tube side dividing plate.
After adopting the above technical scheme, the utility model has the effect that：Middle H-shaped shaped steel is individually spelled compared with prior art
The shear wall structure connect, the shear wall disclosed in the utility model formed by rectangular tube and H-shaped shaped steel alternative splicing is more
Add stably, it is firmer in structure.
Brief description of the drawings
The shear wall of the present utility model being spliced by rectangular tube and H-shaped shaped steel is made furtherly below in conjunction with the accompanying drawings
It is bright.
Fig. 1 is the shear wall cross section diagram form A being spliced by rectangular tube and H-shaped shaped steel.
Fig. 2 is the shear wall cross section diagram form B being spliced by rectangular tube and H-shaped shaped steel.
Fig. 3 is the Linear shear wall sectional view being spliced by rectangular tube and H-shaped shaped steel.
Fig. 4 is the T I-shaped shear wall sectional views being spliced by rectangular tube and H-shaped shaped steel.
Fig. 5 is the cross shear wall cross section figure being spliced by rectangular tube and H-shaped shaped steel.
Fig. 6 is the rigid joint sectional view by the shear wall that rectangular tube and H-shaped shaped steel are spliced and H profile steel beam.
Fig. 7 is the schematic perspective view of shear wall and H profile steel beam rigid joint in Fig. 6.
Fig. 8 is the rigid joint sectional view for the shear wall and box steel beam being spliced by rectangular tube and H-shaped shaped steel.
Fig. 9 is the schematic perspective view of shear wall and box steel beam rigid joint in Fig. 7.
Primary clustering symbol description：
11st, left side dividing plate；12nd, upper side partition；13rd, the right dividing plate；14th, lower side partition；21st, first edge of a wing；22nd, second wing
Edge；23rd, web；3rd, concrete；4th, peg；5th, H profile steel beam；6th, L-type connecting plate；7th, box steel beam.
Embodiment
In order that the purpose of this utility model, technical scheme and advantage are more clearly understood, below in conjunction with accompanying drawing and implementation
Example, the utility model is further elaborated.
Embodiment 1
Reference picture 1, shear wall are made up of rectangular tube and H-shaped shaped steel alternative splicing.Rectangular tube includes upper side partition 12, following
Dividing plate 14, left side dividing plate 11 and the right dividing plate 13.H-shaped shaped steel includes first edge of a wing 21, second edge of a wing 22 and is vertically set on the
Web 23 between one edge of a wing 21 and second edge of a wing 22.The one end on first edge of a wing 21 of H-shaped shaped steel is overlapped on an above rectangle
On the upper side partition 12 of pipe, the other end is overlapped on the upper side partition 12 of latter rectangular tube.The one end on second edge of a wing 22 is overlapped on
On the lower side partition 14 of previous rectangular tube, the other end is overlapped on the lower side partition 14 of latter rectangular tube.Coagulation is poured in cavity
Soil 4, concrete 4 is normal concrete, high-strength concrete, lightweight aggregate concrete or self-compacting concrete.
Embodiment 2
Reference picture 2, shear wall are made up of rectangular tube and H-shaped shaped steel alternative splicing.Rectangular tube includes upper side partition 12, following
Dividing plate 14, left side dividing plate 11 and the right dividing plate 13.H-shaped shaped steel includes first edge of a wing 21, second edge of a wing 22 and is vertically set on the
Web 23 between one edge of a wing 21 and second edge of a wing 22.First edge of a wing 21 of H-shaped shaped steel and the same one end on second edge of a wing 22 are common
It is welded on the right dividing plate 13 of previous rectangular tube.The other end on first edge of a wing 21 and second edge of a wing 22 is welded on latter square jointly
On the left side dividing plate 11 of shape pipe.Casting concrete 4 in cavity, concrete 4 is normal concrete, high-strength concrete, lightweight aggregate mix
Solidifying soil or self-compacting concrete.
Embodiment 3
Reference picture 3, the Linear shear wall formed by rectangular tube and H-shaped shaped steel alternative splicing, on the basis of embodiment 1
On, peg 4 is set up in upper side partition 12, lower side partition 14, first edge of a wing 21, the inner side of second edge of a wing 22.
Embodiment 4
Reference picture 4, the T I-shaped shear walls formed by rectangular tube and H-shaped shaped steel alternative splicing, on the basis of embodiment 3,
A face Linear shear wall is set up in longitudinally perpendicular direction side.
Embodiment 5
Reference picture 5, the cross shear wall formed by rectangular tube and H-shaped shaped steel alternative splicing, on the basis of embodiment 3
A face Linear shear wall is respectively set up in longitudinally perpendicular direction both sides.
Embodiment 6
The rigid joint of reference picture 6 and Fig. 7, shear wall and girder steel, including shear wall and H profile steel beam 5.Shear wall is by rectangle
Pipe and H-shaped shaped steel alternative splicing are formed.Rectangular tube includes upper side partition 12, lower side partition 14, left side dividing plate 11 and the right dividing plate
13.H-shaped shaped steel includes first edge of a wing 21, second edge of a wing 22 and the abdomen being vertically set between first edge of a wing 21 and second edge of a wing 22
Plate 23.The one end on first edge of a wing 21 of H-shaped shaped steel is overlapped on above on the upper side partition 12 of a rectangular tube, other end overlap joint
On the upper side partition 12 of latter rectangular tube.The one end on second edge of a wing 22 is overlapped on the lower side partition 14 of previous rectangular tube, separately
One end is overlapped on the lower side partition 14 of latter rectangular tube.The outside of shear wall is provided with H profile steel beam 5,5 horizontal cloth of H profile steel beam
Put, with shear wall vertical connection.H profile steel beam is welded together by the right dividing plate 13 of L-type connecting plate 6 and rectangular tube.
Embodiment 7
Reference picture 8 and Fig. 9, the H profile steel beam in embodiment 6 is replaced with box steel beam 7, the outside of shear wall is provided with box-shaped
Girder steel 7, box steel beam 7 is horizontally disposed, with shear wall vertical connection.The right that box steel beam passes through L-type connecting plate 6 and rectangular tube
Dividing plate 13 welds together.
In summary, the utility model is simple in construction, suitable for popularization and application.
It is described above, the only preferable embodiment of the utility model, but the scope of protection of the utility model is not
This is confined to, any one skilled in the art can readily occur in the technical scope that the utility model discloses
Change or replacement, should all cover within the scope of protection of the utility model.
Claims (10)
1. a kind of shear wall, being spliced to form successively by multiple steel pipe units, described steel pipe unit has cavity, described cavity
Interior casting concrete, it is characterised in that：Described steel pipe unit includes rectangular tube and H-shaped shaped steel, and described shear wall is by rectangle
Pipe and H-shaped shaped steel alternative splicing are formed.
A kind of 2. shear wall as claimed in claim 1, it is characterised in that：Described rectangular tube include upper side partition, below every
Plate, left side dividing plate and the right dividing plate, described H-shaped shaped steel include first edge of a wing, second edge of a wing and are vertically set on first edge of a wing
And the second web between the edge of a wing, the one end on first edge of a wing of described H-shaped shaped steel is overlapped on the top of an above rectangular tube
On dividing plate, the other end is overlapped on the upper side partition of latter rectangular tube, and the one end on the second described edge of a wing is overlapped on previous rectangle
On the lower side partition of pipe, the other end is overlapped on the lower side partition of latter rectangular tube.
A kind of 3. shear wall as claimed in claim 1, it is characterised in that：Described rectangular tube include upper side partition, below every
Plate, left side dividing plate and the right dividing plate, described H-shaped shaped steel include first edge of a wing, second edge of a wing and are vertically set on first edge of a wing
And the second web between the edge of a wing, first edge of a wing of described H-shaped shaped steel and the same side on second edge of a wing are welded on previous rectangle
On the right dividing plate of pipe, the opposite side on the first described edge of a wing and second edge of a wing is welded on the left side dividing plate of latter rectangular tube.
A kind of 4. shear wall as claimed in claim 1, it is characterised in that：The overall shape of described shear wall is yi word pattern, T
Type, C fonts, L-type or cross.
A kind of 5. shear wall as claimed in claim 1, it is characterised in that：Described concrete is normal concrete, high-strength mixed
Solidifying soil, lightweight aggregate concrete or self-compacting concrete.
A kind of 6. shear wall as claimed in claim 2, it is characterised in that：The described edge of a wing of H-shaped shaped steel first and second edge of a wing
Inner side be respectively arranged with peg.
7. a kind of shear wall structure building system, including shear wall, building panel system and inside and outside wall, described shear wall
For the shear wall described in claim 1 ~ 6 any one claim.
A kind of 8. rigid joint of shear wall and girder steel, it is characterised in that：Include shear wall and girder steel, the shear wall is power
Profit requires the shear wall described in 1 ~ 6 any one claim, and the outside of the shear wall is provided with girder steel, the horizontal cloth of girder steel
Put, with the shear wall vertical connection.
A kind of 9. rigid joint of shear wall and girder steel as claimed in claim 8, it is characterised in that：Described girder steel is H types
Girder steel, the H profile steel beam are located at the outside of rectangular tube side dividing plate, and the H profile steel beam passes through L-type connecting plate and the square
Shape pipe side dividing plate is fixedly connected.
A kind of 10. rigid joint of shear wall and girder steel as claimed in claim 8, it is characterised in that：Described girder steel is case
Shape girder steel, the box steel beam are located at the outside of rectangular tube side dividing plate, and the box steel beam passes through L-type connecting plate and institute
Rectangular tube side dividing plate is stated to be fixedly connected.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720764847.6U CN206987110U (en) | 2017-06-28 | 2017-06-28 | A kind of shear wall, its structure building system and its rigid joint with girder steel |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720764847.6U CN206987110U (en) | 2017-06-28 | 2017-06-28 | A kind of shear wall, its structure building system and its rigid joint with girder steel |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206987110U true CN206987110U (en) | 2018-02-09 |
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ID=61399189
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720764847.6U Expired - Fee Related CN206987110U (en) | 2017-06-28 | 2017-06-28 | A kind of shear wall, its structure building system and its rigid joint with girder steel |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206987110U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108277905A (en) * | 2018-02-26 | 2018-07-13 | 广东省建筑科学研究院集团股份有限公司 | A kind of box compound shear wall of rectangle steel |
-
2017
- 2017-06-28 CN CN201720764847.6U patent/CN206987110U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108277905A (en) * | 2018-02-26 | 2018-07-13 | 广东省建筑科学研究院集团股份有限公司 | A kind of box compound shear wall of rectangle steel |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180209 |