CN206487013U - Double-deck corrugated steel polyvinyl alcohol cement-base composite material combines antiknock shear wall - Google Patents
Double-deck corrugated steel polyvinyl alcohol cement-base composite material combines antiknock shear wall Download PDFInfo
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- CN206487013U CN206487013U CN201720000384.6U CN201720000384U CN206487013U CN 206487013 U CN206487013 U CN 206487013U CN 201720000384 U CN201720000384 U CN 201720000384U CN 206487013 U CN206487013 U CN 206487013U
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- CN
- China
- Prior art keywords
- corrugated steel
- shear wall
- antiknock
- polyvinyl alcohol
- composite material
- 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.)
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Classifications
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A30/00—Adapting or protecting infrastructure or their operation
- Y02A30/30—Adapting or protecting infrastructure or their operation in transportation, e.g. on roads, waterways or railways
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- Load-Bearing And Curtain Walls (AREA)
Abstract
The utility model is related to technical field of buildings, and in particular to a kind of double-deck corrugated steel polyvinyl alcohol cement-base composite material combination antiknock shear wall.The technical solution of the utility model is as follows：Including corrugated steel, PVA ECC plates, foamed aluminium, H profile steel frame columns and H profile steel frame beam, corrugated steel described in two layers is wrapped in outside the PVA ECC plates respectively, the foamed aluminium is filled between the corrugated steel and the PVA ECC plates, a pair of H profile steel frame columns are connected with each other composition shearing wall frame with a pair of H profile steel frame beams, and the corrugated steel is fixed together with the shearing wall frame.The utility model can improve the capability of antidetonance of corrugated steel shear wall, and corrugated steel loses lateral resistant ability caused by reducing corrugated steel shear wall bending failure, it is to avoid local failure of structure, casualties and property loss.
Description
Technical field
The utility model is related to technical field of buildings, and in particular to a kind of double-deck corrugated steel polyvinyl alcohol cement base is combined
Combination of materials antiknock shear wall.
Background technology
At present, steel construction is frequently utilized for high level, high-rise building office building, new steel structure house and commercial center
Deng.Steel plate shear force wall mainly as the lateral resistant member in steel building, however, the common steel plate shear force wall capability of antidetonance compared with
Weak, under Blast Loads, drag is significantly reduced, once destroying, can cause the local failure of building structure, or even make
Locally collapse into steel building.
Utility model content
The utility model provides a kind of double-deck corrugated steel polyvinyl alcohol cement-base composite material combination antiknock shear wall, energy
The capability of antidetonance of corrugated steel shear wall is enough improved, corrugated steel loses anti-caused by reducing corrugated steel shear wall bending failure
Side ability, it is to avoid local failure of structure, casualties and property loss.
The technical solution of the utility model is as follows：
Double-deck corrugated steel polyvinyl alcohol cement-base composite material combines antiknock shear wall, including corrugated steel, PVA-ECC
Plate, foamed aluminium, H profile steel frame columns and H profile steel frame beam, corrugated steel described in two layers are wrapped in outside the PVA-ECC plates respectively
Portion, the foamed aluminium is filled between the corrugated steel and the PVA-ECC plates, a pair of H profile steel frame columns and a pair of H profile steels
Frame beam is connected with each other composition shearing wall frame, and the corrugated steel is fixed together with the shearing wall frame.Wherein
PVA-ECC is polyvinyl alcohol cement-base composite material, and English name is：Polyvinyl alcohol-Engineered
Cementitious Composites。
Described double-deck corrugated steel polyvinyl alcohol cement-base composite material combination antiknock shear wall, its preferred scheme is, H
Shaped steel frame columns are connected with H profile steel frame beam using welding manner.
Described double-deck corrugated steel polyvinyl alcohol cement-base composite material combination antiknock shear wall, its preferred scheme is,
The corrugated steel is connected with the shearing wall frame using welding manner.
Described double-deck corrugated steel polyvinyl alcohol cement-base composite material combination antiknock shear wall, its preferred scheme is,
The PVA-ECC plates are manufactured using cast-in-place form and formed.
Described double-deck corrugated steel polyvinyl alcohol cement-base composite material combination antiknock shear wall, its preferred scheme is,
Corrugated steel described in two layers is linked together with the PVA-ECC plates using high-strength bolt.
Described double-deck corrugated steel polyvinyl alcohol cement-base composite material combination antiknock shear wall, its preferred scheme is,
Billet is set between the high-strength bolt and the corrugated steel.
The beneficial effects of the utility model are：The physical characteristic for the power consumption energy-absorbing that the utility model passes through foamed aluminium layer,
The great toughness and corrugated steel of PVA-ECC materials are combined into the double-deck corrugated steel polyvinyl alcohol cement of " sandwich " shape
Based composites combine antiknock shear wall, and the capability of antidetonance increases significantly, can be as high-rise, resistance of super high-rise steel structures
Steel plate shear force wall, it is to avoid steel building internal staff injures and deaths and facility are damaged.
Brief description of the drawings
Fig. 1 is double-deck corrugated steel polyvinyl alcohol cement-base composite material combination antiknock shear wall front view；
Fig. 2 is the double-deck three-dimensional blasting arrangement signal of corrugated steel polyvinyl alcohol cement-base composite material combination antiknock shear wall
Figure；
Fig. 3 is the structural representation that corrugated steel uses that high-strength bolt links together with PVA-ECC plates.
Embodiment
As shown in Figures 1 to 3, a kind of double-deck corrugated steel polyvinyl alcohol cement-base composite material combination antiknock shear wall, bag
Corrugated steel 3, PVA-ECC plates 6, foamed aluminium 7, H profile steel frame columns 2 and H profile steel frame beam 1 are included, the PVA-ECC plates 6 are used
Cast-in-place form, which is manufactured, to be formed, and corrugated steel 3 described in two layers is wrapped in outside the PVA-ECC plates 6 respectively, ripple described in two layers
The corner location of steel plate 3 is linked together with the PVA-ECC plates 6 using high-strength bolt 4, the high-strength bolt 4 and the ripple
Billet 5 is set between line steel plate 3, and the foamed aluminium 7 is filled between the corrugated steel 3 and the PVA-ECC plates 6, one
Composition shearing wall frame, the corrugated steel are connected with each other using welding manner to H profile steel frame columns 2 and a pair of H profile steel frame beams 1
Plate 3 is fixed together with the shearing wall frame.
Claims (6)
1. double-deck corrugated steel polyvinyl alcohol cement-base composite material combination antiknock shear wall, it is characterised in that including corrugated steel
Plate, PVA-ECC plates, foamed aluminium, H profile steel frame columns and H profile steel frame beam, corrugated steel described in two layers are wrapped in described respectively
Outside PVA-ECC plates, the foamed aluminium is filled between the corrugated steel and the PVA-ECC plates, a pair of H profile steel frame columns
Composition shearing wall frame is connected with each other with a pair of H profile steel frame beams, the corrugated steel is fixedly connected with the shearing wall frame
Together.
2. double-deck corrugated steel polyvinyl alcohol cement-base composite material combination antiknock shear wall according to claim 1, its
It is characterised by, H profile steel frame columns are connected with H profile steel frame beam using welding manner.
3. double-deck corrugated steel polyvinyl alcohol cement-base composite material combination antiknock shear wall according to claim 1, its
It is characterised by, the corrugated steel is connected with the shearing wall frame using welding manner.
4. double-deck corrugated steel polyvinyl alcohol cement-base composite material combination antiknock shear wall according to claim 1, its
It is characterised by, the PVA-ECC plates are manufactured using cast-in-place form and formed.
5. double-deck corrugated steel polyvinyl alcohol cement-base composite material combination antiknock shear wall according to claim 1, its
It is characterised by, corrugated steel described in two layers is linked together with the PVA-ECC plates using high-strength bolt.
6. double-deck corrugated steel polyvinyl alcohol cement-base composite material combination antiknock shear wall according to claim 5, its
It is characterised by, billet is set between the high-strength bolt and the corrugated steel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720000384.6U CN206487013U (en) | 2017-01-02 | 2017-01-02 | Double-deck corrugated steel polyvinyl alcohol cement-base composite material combines antiknock shear wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720000384.6U CN206487013U (en) | 2017-01-02 | 2017-01-02 | Double-deck corrugated steel polyvinyl alcohol cement-base composite material combines antiknock shear wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206487013U true CN206487013U (en) | 2017-09-12 |
Family
ID=59770014
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720000384.6U Expired - Fee Related CN206487013U (en) | 2017-01-02 | 2017-01-02 | Double-deck corrugated steel polyvinyl alcohol cement-base composite material combines antiknock shear wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206487013U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106760058A (en) * | 2017-01-02 | 2017-05-31 | 沈阳建筑大学 | Double-deck corrugated steel polyvinyl alcohol cement-base composite material combines antiknock shear wall |
| CN107658030A (en) * | 2017-09-21 | 2018-02-02 | 大连理工大学 | A kind of ECC ripples filling reactor shock resistance shielding water jacket |
-
2017
- 2017-01-02 CN CN201720000384.6U patent/CN206487013U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106760058A (en) * | 2017-01-02 | 2017-05-31 | 沈阳建筑大学 | Double-deck corrugated steel polyvinyl alcohol cement-base composite material combines antiknock shear wall |
| CN107658030A (en) * | 2017-09-21 | 2018-02-02 | 大连理工大学 | A kind of ECC ripples filling reactor shock resistance shielding water jacket |
| CN107658030B (en) * | 2017-09-21 | 2019-10-29 | 大连理工大学 | A kind of ECC ripple filling reactor shock resistance shielding water jacket |
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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: 20170912 Termination date: 20190102 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |