CN207749677U - A kind of interlaced arrangement ribbed stiffener T steel board group combination shearing wall - Google Patents
A kind of interlaced arrangement ribbed stiffener T steel board group combination shearing wall Download PDFInfo
- Publication number
- CN207749677U CN207749677U CN201721274221.3U CN201721274221U CN207749677U CN 207749677 U CN207749677 U CN 207749677U CN 201721274221 U CN201721274221 U CN 201721274221U CN 207749677 U CN207749677 U CN 207749677U
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- CN
- China
- Prior art keywords
- ribbed stiffener
- steel pipe
- interlaced arrangement
- concrete
- steel plate
- Prior art date
- 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.)
- Expired - Fee Related
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 69
- 239000010959 steel Substances 0.000 title claims abstract description 69
- 239000003351 stiffener Substances 0.000 title claims abstract description 29
- 238000010008 shearing Methods 0.000 title claims abstract description 9
- 239000004744 fabric Substances 0.000 claims 1
- 238000005266 casting Methods 0.000 description 3
- 238000010276 construction Methods 0.000 description 3
- 210000001015 abdomen Anatomy 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 241000826860 Trapezium Species 0.000 description 1
- 230000002411 adverse Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 239000002131 composite material Substances 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000009415 formwork Methods 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Landscapes
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The utility model belongs to structural shear wall field, is related to a kind of interlaced arrangement ribbed stiffener T steel board group combination shearing wall.The edge of a wing of two ribbed groove shape steel plates welds to form a rectangular steel pipe, ribbed stiffener interlaced arrangement in rectangular steel pipe, and the short side end of a rectangular steel pipe is welded in the middle part of the long side of another rectangular steel pipe, and shape is T-shaped, is concrete in the cavity of steel pipe.Ribbed stiffener is arranged on the web of groove profile steel plate, is conducive to the mechanical snap power for increasing concrete and steel plate, is improved the globality of structure；Groove profile steel plate group at rectangular steel pipe in interlaced arrangement ribbed stiffener, the cavity inside of rectangular steel pipe is mutually communicated, when concreting, convenient for vibrating, it is ensured that the density of concrete.
Description
Technical field
The utility model belongs to shear wall structure field, is related to a kind of interlaced arrangement ribbed stiffener T steel board group combination shearing wall.
Background technology
With the development of economy, urban population is more and more intensive, and land resource is more and more in short supply, more in order to solve people
The few problem in ground, many skyscrapers are rised sheer from level ground.For tier building, horizontal loading is smaller on the influence of its stress performance,
Vertical load plays control action；And main control action is then risen for high-rise and high-rise building, horizontal loading, and therefore, building
Structure need to have enough anti-side rigidities to resist horizontal loading.
In high building structure, shear wall is most common lateral resistant member.Conventional steel bar concrete shear wall needs
The multiple tracks working procedure such as progress formwork, assembling reinforcement, casting concrete, maintenance, form removal at the construction field (site), long construction period, and
Building cost is high.Steel plate shear force wall is a kind of lateral resistant member to grow up the 1970s, and size is small, from heavy and light,
The usable floor area in house can be increased, reduce foundation cost, but since embedded steel plate is relatively thin, out of plane stiffness is small, in smaller water
It is bent just to will produce plane external drum under flat load action, influences that building is beautiful, in addition, with drum curly hair go out " " noise, shadow
Ring the comfort level of building.Patent CN105821989A proposes that a kind of assembled steel restrains concrete shear wall structure system, base
This unit --- prefabricated linear type steel pipe bundle concrete shear force wall connected with rectangular steel pipe unit by several U-shaped steel pipe units and
At, the casting concrete in steel pipe, the component of the structure can standardized designs, industrialized production, prefabricated construction, production efficiency
Height, but surface of steel plate is smooth, the mechanical snap power between concrete and steel pipe is smaller, and steel pipe unit respectively independently easily causes mixed
Solidifying soil pours leakiness, these reasons can adversely affect structural behaviour；Patent CN205206087U proposes a kind of abdomen
Plate open cell type composite structure shear wall, casting concrete forms the shear wall in shaped steel beam, wherein shaped steel beam is by more webs
On open up the H profile steel of through-hole welding constituted side by side, but due on web through-hole and shaped steel beam size it is smaller, concrete is not easy
It pours closely knit.
Utility model content
The purpose of this utility model is that in view of the deficiencies of the prior art, the machinery provided between a kind of steel plate and concrete is stung
Resultant force is big, concrete easily pours closely knit interlaced arrangement ribbed stiffener T steel board group combination shearing wall.
The technical solution of the utility model：A kind of interlaced arrangement ribbed stiffener T steel board group combination shearing wall, the abdomen of groove type component
Arrange ribbed stiffener on plate, form groove type component with ribbing, two rectangle and trapezium channel sections weld to form rectangular steel pipe, rectangular steel pipe it is short
Side end portion is welded in the middle part of another rectangular steel pipe long side, formation T section, is concrete in the cavity of two steel pipes, two
Interlaced arrangement is presented in ribbed stiffener in steel pipe.
Preferably, the form of ribbed stiffener has the T-type and I types, the spacing of adjacent ribbed stiffener to bel,lValue be groove profile steel plate
2 ~ 4 times of edge of a wing height.
The beneficial effects of the utility model：Ribbed stiffener is arranged on the web of groove profile steel plate, this is conducive to increase concrete
With the mechanical snap power of steel plate, ensures that the two cooperates, improve the overall performance of structure；Two groove profile steel plate groups at square
Ribbed stiffener interlaced arrangement in shape cavity, this makes rectangular enclosure internal run-through, when carrying out concreting to cavity, convenient for shaking
It smashes, easily ensures the density of concrete.
Description of the drawings
Fig. 1 is the structural schematic diagram of the example of the utility model 1；
Fig. 2 is the structural schematic diagram of the example of the utility model 2.
Specific implementation mode
It is described further below in conjunction with the accompanying drawings and by embodiment to the utility model.
Embodiment 1
A kind of interlaced arrangement ribbed stiffener T steel board group combination shearing wall, including groove profile steel plate 1, groove profile steel plate 2, groove profile steel plate
3, groove profile steel plate 4, ribbed stiffener 5, concrete 6, groove profile steel plate 1 form steel pipe 7, the ribbed stiffener on groove profile steel plate 1 with groove profile steel plate 2
5 are with 5 interlaced arrangement of ribbed stiffener on groove profile steel plate 2, the spacing of adjacent ribbed stiffener 5l,lValue be groove profile steel plate 1,2 edges of a wing
2 ~ 4 times of height, groove profile steel plate 3 form steel pipe 8 with groove profile steel plate 4, on the ribbed stiffener 5 and groove profile steel plate 4 on groove profile steel plate 3
5 interlaced arrangement of ribbed stiffener, the spacing of adjacent ribbed stiffener 5 arel,lValue be groove profile steel plate 3,2 ~ 4 times of 4 edge of a wing height, rectangle
The short side of steel pipe 7 is connect with the middle part of 8 long side of rectangular steel pipe, forms T section, is concrete 6 in the cavity of steel pipe.
Embodiment 2
As different from Example 1：The form of ribbed stiffener is I types.
Claims (2)
1. a kind of interlaced arrangement ribbed stiffener T steel board group combination shearing wall, the short side end of a rectangular steel pipe are welded on another
Shape is T-shaped in the middle part of rectangular steel pipe long side, is concrete in the cavity of two steel pipes, and the cloth that interlocks is presented in the ribbed stiffener in two steel pipes
It sets.
2. a kind of interlaced arrangement ribbed stiffener T steel board group combination shearing wall as described in claim 1, it is characterised in that：Ribbed stiffener
Form there is the T-type and I types, the spacing of adjacent ribbed stiffener to bel,lValue be 2 ~ 4 times of groove profile steel plate edge of a wing height.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721274221.3U CN207749677U (en) | 2017-09-29 | 2017-09-29 | A kind of interlaced arrangement ribbed stiffener T steel board group combination shearing wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721274221.3U CN207749677U (en) | 2017-09-29 | 2017-09-29 | A kind of interlaced arrangement ribbed stiffener T steel board group combination shearing wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207749677U true CN207749677U (en) | 2018-08-21 |
Family
ID=63146708
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721274221.3U Expired - Fee Related CN207749677U (en) | 2017-09-29 | 2017-09-29 | A kind of interlaced arrangement ribbed stiffener T steel board group combination shearing wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207749677U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110607878A (en) * | 2019-10-20 | 2019-12-24 | 河南理工大学 | T-shaped steel pipe recycled concrete special-shaped column with perforated T-shaped ribs and manufacturing method |
-
2017
- 2017-09-29 CN CN201721274221.3U patent/CN207749677U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110607878A (en) * | 2019-10-20 | 2019-12-24 | 河南理工大学 | T-shaped steel pipe recycled concrete special-shaped column with perforated T-shaped ribs and manufacturing method |
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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 |
Granted publication date: 20180821 |