CN207211438U - A kind of high strength steel structure wall - Google Patents
A kind of high strength steel structure wall Download PDFInfo
- Publication number
- CN207211438U CN207211438U CN201721191275.3U CN201721191275U CN207211438U CN 207211438 U CN207211438 U CN 207211438U CN 201721191275 U CN201721191275 U CN 201721191275U CN 207211438 U CN207211438 U CN 207211438U
- Authority
- CN
- China
- Prior art keywords
- steel
- steel plate
- wallboard
- high strength
- positioning strip
- 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
Links
Landscapes
- Panels For Use In Building Construction (AREA)
- Finishing Walls (AREA)
Abstract
The utility model provides a kind of high strength steel structure wall, belongs to building structure field.It solves the problems, such as existing steel construction wall low intensity.This high strength steel structure wall includes steel member, steel member includes wallboard and steel joist, steel joist includes interior steel plate, outer steel plate and two blocks of side steel plates, interior steel plate in the middle part of wallboard medial surface with fixing, vertically compacting forms positioning strip in the middle part of outer steel plate, positioning strip both sides are fitted with rubber strip, and the wallboard medial surface of two steel members can be oppositely arranged, the wallboard left and right sides of steel member are against the positioning strip side of relative steel member, side steel plate bending forms waveform, horizontal ribs is formed on the steel plate of side, also include some coupling bars, coupling bar passes through interior steel plate, outer steel plate and two blocks of wallboards and the nut that is spirally connected is fixed, or fixed through two blocks of wallboards and the nut that is spirally connected, there is a coupling bar between adjacent two pieces of ribs, foam concrete has been poured between relative wallboard.This wall can improve the bonding strength between steel member.
Description
Technical field
The utility model belongs to building structure technology field, is related to a kind of high strength steel structure wall.
Background technology
The steel building largely used at present, have can largely factorial praluction, it is efficient the advantages of.But
It is always more to be difficult to resolve in steel building certainly how by the connection of building board and steel structure framework in steel building
The problem of, the development of assembled steel structure building is limited to a certain extent, it is therefore necessary to is improved.
The content of the invention
The purpose of this utility model is to be directed to the above-mentioned problems in the prior art, there is provided a kind of bonding strength and steady
Qualitative higher high strength steel structure wall.
The purpose of this utility model can be realized by following technical proposal：A kind of high strength steel structure wall, if including
Dry steel member, it is characterised in that：Steel member includes rectangle steel structural wall board and is fixed on the steel being vertically arranged of wallboard medial surface
Keel, steel joist include surrounding the interior steel plate to form square tube, outer steel plate and two blocks of side steel plates successively, interior steel plate and wallboard medial surface
Middle part is fixed, and outer steel plate is set away from wallboard, and vertically one compacting forms raised line shape positioning strip in the middle part of outer steel plate, and positioning strip is anti-
Being set to wallboard, positioning strip both sides are fitted with rubber strip respectively, and can be oppositely arranged the wallboard medial surface of two steel members, and
The wallboard left and right sides of steel member are against the positioning strip side of relative steel member respectively, and described side steel plate bending forms ripple
Shape structure, and some ribs laterally set are formed on the steel plate of side, in addition to some coupling bars, described wallboard is close to middle part
With close to marginal position, and connecting hole is vertically provided with interior steel plate and outer steel plate, described coupling bar, which is respectively perpendicular, to be worn
Cross interior steel plate, the connecting hole of outer steel plate and relative two blocks of wallboards and the nut that is spirally connected to fix, or pass perpendicularly through two be oppositely arranged
The connecting hole of the block wallboard and nut that is spirally connected is fixed, and there is the coupling bar described in one between adjacent two pieces of ribs, and relatively
Wallboard between poured foam concrete.
The interior steel plate of steel joist is set relatively with fixed in the middle part of wallboard medial surface, therefore by the wallboard medial surface of two steel members
Put, and the wallboard left and right sides of steel member are against the positioning strip side of relative steel member respectively, and wallboard can be made to form dislocation
Attachment structure, can be by connecting portion force dispersion, while side steel plate bending forms waveform configuration, and between adjacent two pieces of ribs
With a coupling bar, therefore two blocks of relative wallboards of coupling bar stabilization and reinforcement can be utilized, while be carried out using ribs is stable
Support, to improve overall bonding strength, and positioning strip plays a part of the hole that is located by connecting, while coordinates the rubber on positioning strip
Adhesive tape can seal the gap between wallboard, and step is poured to facilitate.
In a kind of above-mentioned high strength steel structure wall, in addition to it is some vertically arranged, and both sides are set with relative respectively
The reinforcing plate that the two pieces of wallboard medial surfaces put are fixed, and transversely equi-spaced apart is distributed some reinforcing plates.
Therefore can further be reinforced using reinforcing plate.
In a kind of above-mentioned high strength steel structure wall, the reinforcing plate adjacent with steel joist is while pre-fix
On wallboard medial surface.
In a kind of above-mentioned high strength steel structure wall, described side steel plate is provided with stream slurry hole.
Therefore foam concrete, which can be improved, pours efficiency.
In a kind of above-mentioned high strength steel structure wall, described side steel plate bending forms square wave or string wave structure.
Compared with prior art, the utility model has the following advantages that：
The interior steel plate of steel joist is set relatively with fixed in the middle part of wallboard medial surface, therefore by the wallboard medial surface of two steel members
Put, and the wallboard left and right sides of steel member are against the positioning strip side of relative steel member respectively, and wallboard can be made to form dislocation
Attachment structure, can be by connecting portion force dispersion, while side steel plate bending forms waveform configuration, and between adjacent two pieces of ribs
With a coupling bar, therefore two blocks of relative wallboards of coupling bar stabilization and reinforcement can be utilized, while be carried out using ribs is stable
Support, to improve overall bonding strength, and positioning strip plays a part of the hole that is located by connecting, while coordinates the rubber on positioning strip
Adhesive tape can seal the gap between wallboard, and step is poured to facilitate.
Brief description of the drawings
Fig. 1 is top view after the installation of this wall；
Fig. 2 is Fig. 1 partial enlarged drawing；
Fig. 3 is the vertical view cutaway drawing of steel member；
Fig. 4 is steel joist front sectional view.
In figure,
1st, wallboard；11st, connecting hole；
2nd, steel joist；21st, interior steel plate；22nd, outer steel plate；23rd, side steel plate；24th, positioning strip；25th, ribs；
3rd, coupling bar；31st, nut；
4th, reinforcing plate.
Embodiment
It is specific embodiment of the utility model and with reference to accompanying drawing below, the technical solution of the utility model is made further
Description, but the utility model is not limited to these embodiments.
As Figure 1-4, a kind of high strength steel structure wall of the utility model, including some steel members, steel member include
Rectangle steel structural wall board 1 and the steel joist 2 being vertically arranged for being fixed on the medial surface of wallboard 1, steel joist 2 include surrounding to be formed successively
Interior steel plate 21, outer steel plate 22 and the two blocks of side steel plates 23 of square tube, interior steel plate 21 and fixed in the middle part of the medial surface of wallboard 1, outer steel plate 22
Set away from wallboard 1, vertically one compacting forms raised line shape positioning strip 24, the reverse wallboard 1 of positioning strip 24 at the outer middle part of steel plate 22
Set, the both sides of positioning strip 24 are fitted with rubber strip respectively, and can be oppositely arranged the medial surface of wallboard 1 of two steel members, and steel
The left and right sides of wallboard 1 of component are against the side of positioning strip 24 of relative steel member respectively, and side steel plate 23 is bent to form waveform
Structure, and some ribs 25 laterally set are formed on side steel plate 23, in addition to some coupling bars 3, wallboard 1 close to middle part and
Close to marginal position, and connecting hole 11 is vertically provided with interior steel plate 21 and outer steel plate 22, coupling bar 3 be respectively perpendicular through
Interior steel plate 21, the connecting hole 11 of outer steel plate 22 and relative two blocks of wallboards 1 and the nut 31 that is spirally connected are fixed, or pass perpendicularly through relative set
The connecting hole 11 for the two blocks of wallboards 1 the put and nut 31 that is spirally connected is fixed, and there is a coupling bar between adjacent two pieces of ribs 25
3, and poured foam concrete between relative wallboard 1.
Further, it is in addition to some vertically arranged, and both sides are fixed with two pieces of medial surfaces of wallboard 1 being oppositely arranged respectively
Reinforcing plate 4, and some reinforcing plates 4 transversely equi-spaced apart be distributed.Reinforcing plate 4 one side adjacent with steel joist 2 pre-fixes
On the medial surface of wallboard 1.Side steel plate 23 is provided with stream slurry hole.Side steel plate 23 is bent to form square wave or string wave structure.
The interior steel plate 21 of steel joist 2 is with fixed in the middle part of the medial surface of wallboard 1, therefore by the medial surface of wallboard 1 of two steel members
It is oppositely arranged, and the left and right sides of wallboard 1 of steel member are against the side of positioning strip 24 of relative steel member respectively, can make wallboard
1 forms dislocation attachment structure, can be by connecting portion force dispersion, while side steel plate 23 is bent to form waveform configuration, and adjacent two
There is a coupling bar 3 between block ribs 25, therefore two blocks of relative wallboards 1 of the stabilization and reinforcement of coupling bar 3 can be utilized, while profit
It is supported with ribs 25 is stable, to improve overall bonding strength, and positioning strip 24 plays the work in the hole 11 that is located by connecting
With, while coordinate the rubber strip on positioning strip 24 to seal the gap between wallboard 1, pour step to facilitate.
Specific embodiment described herein is only to the utility model spirit explanation for example.The utility model institute
Category those skilled in the art can make various modifications or supplement to described specific embodiment or using similar
Mode substitute, but without departing from spirit of the present utility model or surmount scope defined in appended claims.
Although wallboard 1, connecting hole 11, steel joist 2, interior steel plate 21, outer steel plate 22, side steel plate have more been used herein
23rd, the term such as positioning strip 24, ribs 25, coupling bar 3, nut 31, reinforcing plate 4, but be not precluded from using other terms can
Can property.It is used for the purpose of more easily describing and explaining essence of the present utility model using these terms；It is construed as appointing
A kind of what additional limitation is all disagreed with the utility model spirit.
Claims (5)
1. a kind of high strength steel structure wall, including some steel members, it is characterised in that：Steel member includes rectangle steel structural wall board
(1) and the steel joist (2) being vertically arranged of wallboard (1) medial surface is fixed on, steel joist (2) includes surrounding to form square tube successively
Interior steel plate (21), outer steel plate (22) and two pieces of side steel plates (23), interior steel plate (21) and fixed in the middle part of wallboard (1) medial surface, outer steel
Plate (22) is set away from wallboard (1), and vertically one compacting forms raised line shape positioning strip (24), positioning strip in the middle part of outer steel plate (22)
(24) reversely wallboard (1) is set, and positioning strip (24) both sides are fitted with rubber strip respectively, and can be by the wallboard (1) of two steel members
Medial surface is oppositely arranged, and wallboard (1) left and right sides of steel member are against the positioning strip (24) one of relative steel member respectively
Side, described side steel plate (23) is bent to form waveform configuration, and some ribs laterally set are formed on side steel plate (23)
(25), in addition to some coupling bars (3), described wallboard (1) is close to middle part and close to marginal position, and interior steel plate (21) and
Connecting hole (11) is vertically provided with outer steel plate (22), described coupling bar (3) is respectively perpendicular through interior steel plate (21), outer steel
Plate (22) and the connecting hole (11) of relative two pieces of wallboards (1) and the nut that is spirally connected (31) fixation, or pass perpendicularly through what is be oppositely arranged
The connecting hole (11) and the nut that is spirally connected (31) of two pieces of wallboards (1) are fixed, and have an institute between adjacent two pieces of ribs (25)
The coupling bar (3) stated, and poured foam concrete between relative wallboard (1).
A kind of 2. high strength steel structure wall according to claim 1, it is characterised in that：Also including some vertically arranged,
And the reinforcing plate (4) that both sides are fixed with two pieces of wallboard (1) medial surfaces being oppositely arranged respectively, and some reinforcing plates (4) are transversely
Equi-spaced apart is distributed.
A kind of 3. high strength steel structure wall according to claim 2, it is characterised in that：It is described with steel joist (2) phase
Adjacent reinforcing plate (4) is while pre-fix on wallboard (1) medial surface.
A kind of 4. high strength steel structure wall according to claim 3, it is characterised in that：Set on described side steel plate (23)
There is stream slurry hole.
A kind of 5. high strength steel structure wall according to claim 4, it is characterised in that：Described side steel plate (23) bending
Form square wave or string wave structure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721191275.3U CN207211438U (en) | 2017-09-18 | 2017-09-18 | A kind of high strength steel structure wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721191275.3U CN207211438U (en) | 2017-09-18 | 2017-09-18 | A kind of high strength steel structure wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207211438U true CN207211438U (en) | 2018-04-10 |
Family
ID=61821470
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721191275.3U Expired - Fee Related CN207211438U (en) | 2017-09-18 | 2017-09-18 | A kind of high strength steel structure wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207211438U (en) |
-
2017
- 2017-09-18 CN CN201721191275.3U patent/CN207211438U/en not_active Expired - Fee Related
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN207079724U (en) | A kind of steel construction primary and secondary beam connecting node | |
| CN201649623U (en) | Large basement shearing wall truss type steel tube unilateral formwork supporting structure | |
| CN204475846U (en) | A kind of conversion support system for socket joint dish button steel tube frame | |
| CN108691416A (en) | Cast-in-place special-shaped beam plain form system with arc-shaped side edges | |
| US10202765B2 (en) | Deck panel for construction | |
| CN207538222U (en) | A kind of level can the pre-buried external member of pull and prefabricated assembled wall structure | |
| KR101547540B1 (en) | Hybrid beam having different type flange | |
| CN109812010A (en) | A kind of whole template of shear Wall steel joist exempts from aperture formwork and its construction method | |
| CN207211438U (en) | A kind of high strength steel structure wall | |
| CN205604429U (en) | Cistern of steel construction | |
| CN210888038U (en) | Replaceable assembled template | |
| CN203756190U (en) | Trolley device for herringbone forked tunnel | |
| KR20120042239A (en) | Steel plate shear wall which columns bear only gravity load | |
| CN209686855U (en) | A kind of shear wall exempts from aperture support template structure | |
| CN212801948U (en) | High-strength stiff column-beam column connecting joint | |
| CN204940845U (en) | A kind of with the formwork reinforcement system of steel generation wood | |
| CN209556351U (en) | A kind of readily removable section construction aluminum alloy pattern plate | |
| CN210798016U (en) | From excellent floor that takes split heads to hold | |
| CN203834692U (en) | Connection node structure of section steel column and non-energy-dissipation section steel short beam of mixed coupled wall | |
| CN203834741U (en) | Prefabricated steel beam joint L-shaped mixed coupled wall | |
| CN208777676U (en) | A kind of band iron drawknot structure of construction outrigger and structure sheaf | |
| CN106284087B (en) | Construction method suitable for the cluster type assembly arch rib of narrow bridge | |
| CN205134885U (en) | A flue supporting device for being directed at finished product flue is strutted | |
| CN204663002U (en) | The mounting structure of coupling beam and combining structure between Shear Walls limb | |
| CN204608528U (en) | Track plates compresses and anti-side shifter |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20190520 Address after: 450000 No. 224, Liuwan Village, Shilihe Town, Guancheng District, Zhengzhou City, Henan Province Patentee after: Zhengzhou Sincerity Steel Structure Co., Ltd. Address before: 312599 Tieqiu Mountain Foot, Liquan Village, Xiashang Street, Xinchang County, Shaoxing City, Zhejiang Province Patentee before: Xinchang far shaft Industrial Design Co., Ltd. |
|
| 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: 20180410 Termination date: 20200918 |