CN106760058A - 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
- Publication number
- CN106760058A CN106760058A CN201710000316.4A CN201710000316A CN106760058A CN 106760058 A CN106760058 A CN 106760058A CN 201710000316 A CN201710000316 A CN 201710000316A CN 106760058 A CN106760058 A CN 106760058A
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- Prior art keywords
- corrugated steel
- shear wall
- antiknock
- polyvinyl alcohol
- composite material
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Classifications
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- 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
-
- 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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- 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 present invention relates 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.Technical scheme 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-layer 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 present invention 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 present invention relates 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.
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.
The content of the invention
The present invention provides a kind of double-deck corrugated steel polyvinyl alcohol cement-base composite material combination antiknock shear wall, Neng Gouti
The capability of antidetonance of corrugated steel shear wall high, corrugated steel loses anti-side energy caused by reducing corrugated steel shear wall bending failure
Power, it is to avoid local failure of structure, casualties and property loss.
Technical scheme 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-layer 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-layer 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.
Beneficial effects of the present invention are：The physical characteristic of the power consumption energy-absorbing that the present invention passes through foamed aluminium layer, PVA-ECC materials
Great toughness and corrugated steel be combined into the double-deck corrugated steel polyvinyl alcohol cement-base composite material of " sandwich " shape
Combination antiknock shear wall, the capability of antidetonance increases significantly, can be as the steel plate of high-rise, resistance of super high-rise steel structures shearing
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 that double-deck corrugated steel polyvinyl alcohol cement-base composite material combination antiknock shear wall solid blasting arrangement is illustrated
Figure；
Fig. 3 is the structural representation that corrugated steel is linked together with PVA-ECC plates using high-strength bolt.
Specific 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 is manufactured and formed, and corrugated steel 3 described in two-layer is wrapped in outside the PVA-ECC plates 6 respectively, ripple described in two-layer
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 combines 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-layer 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 according to claim 1 combines antiknock shear wall, 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 according to claim 1 combines antiknock shear wall, 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 according to claim 1 combines antiknock shear wall, 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 according to claim 1 combines antiknock shear wall, its
It is characterised by, corrugated steel described in two-layer is linked together with the PVA-ECC plates using high-strength bolt.
6. double-deck corrugated steel polyvinyl alcohol cement-base composite material according to claim 1 combines antiknock shear wall, 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 |
|---|---|---|---|
| CN201710000316.4A CN106760058A (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 |
|---|---|---|---|
| CN201710000316.4A CN106760058A (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 |
|---|---|
| CN106760058A true CN106760058A (en) | 2017-05-31 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710000316.4A Pending CN106760058A (en) | 2017-01-02 | 2017-01-02 | Double-deck corrugated steel polyvinyl alcohol cement-base composite material combines antiknock shear wall |
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Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106978878A (en) * | 2017-06-01 | 2017-07-25 | 沈阳建筑大学 | A kind of steel plate polyvinyl alcohol cement base is combined antiknock plate |
| CN107012974A (en) * | 2017-06-01 | 2017-08-04 | 沈阳建筑大学 | A kind of assembled steel fiber high-strength concrete steel plate combination Antiknock wall body |
| CN107386748A (en) * | 2017-09-19 | 2017-11-24 | 沈阳建筑大学 | A kind of antidetonation right-angled intersection is tiltedly slotted corrugated steel shear wall |
| CN114622667A (en) * | 2022-04-12 | 2022-06-14 | 西安建筑科技大学 | Light sandwich combined steel plate shear wall embedded in corrugated plates of vertically-arranged FRP (fiber reinforced Plastic) profiles |
| CN114809376A (en) * | 2022-04-12 | 2022-07-29 | 西安建筑科技大学 | FRP battenboard buckling-restrained steel plate shear wall is arranged to slant |
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| US6138420A (en) * | 1999-01-07 | 2000-10-31 | Fyfe Co., Llc | Blast-resistant building |
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2017
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Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106978878A (en) * | 2017-06-01 | 2017-07-25 | 沈阳建筑大学 | A kind of steel plate polyvinyl alcohol cement base is combined antiknock plate |
| CN107012974A (en) * | 2017-06-01 | 2017-08-04 | 沈阳建筑大学 | A kind of assembled steel fiber high-strength concrete steel plate combination Antiknock wall body |
| CN107386748A (en) * | 2017-09-19 | 2017-11-24 | 沈阳建筑大学 | A kind of antidetonation right-angled intersection is tiltedly slotted corrugated steel shear wall |
| CN114622667A (en) * | 2022-04-12 | 2022-06-14 | 西安建筑科技大学 | Light sandwich combined steel plate shear wall embedded in corrugated plates of vertically-arranged FRP (fiber reinforced Plastic) profiles |
| CN114809376A (en) * | 2022-04-12 | 2022-07-29 | 西安建筑科技大学 | FRP battenboard buckling-restrained steel plate shear wall is arranged to slant |
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