CN206487012U - A kind of steel plate shear wall structure - Google Patents
A kind of steel plate shear wall structure Download PDFInfo
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- CN206487012U CN206487012U CN201621490996.XU CN201621490996U CN206487012U CN 206487012 U CN206487012 U CN 206487012U CN 201621490996 U CN201621490996 U CN 201621490996U CN 206487012 U CN206487012 U CN 206487012U
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Abstract
The utility model is related to a kind of steel plate shear wall structure, belong to Structural Engineering field, including reinforced concrete column, steel frame beam, steel web and Light trabses, described reinforced concrete column and steel frame beam welding, welded with reinforced concrete column the steel web left and right sides, welded up and down with steel frame beam, steel web front and rear sides face is provided with ribbed stiffener, ribbed stiffener is welded with steel web；Described Light trabses use autoclaved lightweight concrete board, and Light trabses are arranged in area's lattice of ribbed stiffener adjacent on steel web formation, are connected using pipe clamp with reinforced concrete column or steel frame beam.The steel plate shear wall structure that the utility model is related to has convenient and quick construction, heat insulating effect good, and shearing strength, anti-bending strength are good, the features such as own wt is light.
Description
Technical field
The utility model belongs to Structural Engineering field, is related to a kind of load bearing wall building structure, more particularly to a kind of lateral resisting
Stiffened steel plates wall construction, it is especially useful in high-rise steel structure house.
Background technology
Lateral resisting structure is the structure function for being used in building structure resist lateral load (such as wind load and earthquake load)
Part, for skyscraper and steel building, lateral resisting structure is the key of total design.Steel plate is sheared
Wall is a kind of new lateral resisting structure of steel building, with traditional bracing members and concrete shear force wall or core wall structure phase
Than, this structure easily realize the theory of the multiple anti-vibration defense lines of structure, make easy construction, can to increase building usable floor area etc. excellent
Point.
Set on the structural system that traditional steel plate shear force wall is made up of edge member (beam, post) and embedded steel plate, steel plate
The structure filling high-strength concrete of multiple vertical pegs and Combined concrete, steel plate and frame composition is put, and in steel plate and frame
Outside formed concrete housing.The formwork of traditional cast-in-place structural, form removal and the time of concrete curing, speed of application are by season
Influence, can not be delivered in a short time.Labour is larger, cost is higher.Construction quality and degree of plainness for structural memer can not ensure.
Utility model content
The purpose of this utility model is to overcome that conventional steel plates shear wall formwork form removal is great in constructing amount, the concrete curing cycle
Long, speed of application and the influence of quality climate is big, shear wall from the defect such as great, propose that a kind of easy construction, lateral resisting are strong
Steel plate shear wall structure.
For the attainment of one's purpose, the technical scheme of the utility model offer is：
A kind of steel plate shear wall structure of the present utility model, it is characterised in that：It includes reinforced concrete column, steel frame beam, steel web
And Light trabses, described reinforced concrete column and steel frame beam welding, the steel web left and right sides is welded with reinforced concrete column, welded up and down with steel frame beam
Connect, steel web front and rear sides face is provided with ribbed stiffener, ribbed stiffener is welded with steel web；Described Light trabses use autoclaved lightweight
Aerated concrete panel, Light trabses are arranged in area's lattice of ribbed stiffener adjacent on steel web formation, using pipe clamp and reinforced concrete column
Or steel frame beam connection.
As further improvement of the utility model, described ribbed stiffener includes at least one transverse stiffener and at least one
Individual longitudinal stiffener, transverse stiffener and longitudinal stiffener are separately positioned on steel web front and rear sides face, can avoid web weld seam
Concentrate.
As further improvement of the utility model, described Light trabses are horizontally installed in transverse stiffener area lattice,
Light trabses are disposed longitudinally in longitudinal stiffener area lattice.
As further improvement of the utility model, the described Light trabses being arranged in transverse stiffener area lattice are used
Pipe clamp is connected with reinforced concrete column.
As further improvement of the utility model, the described Light trabses being arranged in longitudinal stiffener area lattice are used
Pipe clamp is connected with steel frame beam.
The technical scheme provided using the utility model, compared with prior art, is had the advantages that：
(1) tow sides of the steel web of the utility model steel plate shear force wall are by the way of prefabricated Light trabses are installed
Construction, reduces the work such as formwork, form removal, concreting and maintenance, both improves efficiency of construction, turn avoid weather reason
The construction quality problem caused.
(2) Light trabses used in the utility model use autoclaved lightweight concrete board, its sound insulation and sound absorption qualities
It is all good, with good thermal and insulating performance, and reduce the deadweight of wall.
(3) the utility model sets transverse stiffener and longitudinal stiffener respectively on the two sides of steel web, not only increases
The overall lateral resistant ability of wall, while avoiding steel web stress concentration.
Brief description of the drawings
Fig. 1 is the utility model steel plate shear force wall elevation；
Fig. 2 is that the utility model installs the wall side view after steel web；
Fig. 3 is the top view of the utility model steel plate shear force wall.
Mark explanation in schematic diagram：1st, reinforced concrete column；2nd, steel frame beam；3rd, steel web；4th, transverse stiffener；5th, longitudinal direction is put more energy into
Rib；6th, Light trabses.
Embodiment
To further appreciate that content of the present utility model, the utility model is described in detail in conjunction with the accompanying drawings and embodiments,
But embodiment not limited to this of the present utility model.
Shown in 1~Fig. 3 of reference picture, a kind of steel plate shear wall structure of the present embodiment includes reinforced concrete column 1, steel frame beam 2, steel abdomen
Plate 3 and Light trabses 6, reinforced concrete column 1 use box steel core concrete column, and bottom is connected by foundation bolt with basis, steel frame beam 2
Use sectional dimension for 300 × 150 × 10 × 12 H profile steel beam, the two ends of steel frame beam 2 are welded with reinforced concrete column 1.Two reinforced concrete columns
1 and the rectangular space that surrounds of two steel frame beams 2 in, one block of steel web 3 is set, and both sides up and down and the steel frame beam 2 of steel web 3 are welded
Connect, the left and right sides is welded with reinforced concrete column 1, steel web 3 be wherein simultaneously welded with 4 thickness be 8mm transverse stiffener 4, phase
The spacing of adjacent transverse stiffener 4 is 600mm, and the another side of steel web 3 is welded with the longitudinal stiffener 5 that 4 thickness are 8mm, longitudinal direction
The spacing of ribbed stiffener 5 is 600mm, and now the tow sides of steel web 3 are divided into 5 horizontal strokes by transverse stiffener 4 and longitudinal stiffener 5
To strip area lattice and 5 vertical strip area lattice, Light trabses 6 are horizontally installed with the lattice of transverse region, in the lattice of longitudinal region
Light trabses 6 are longitudinally provided with, described Light trabses 6 use autoclaved lightweight concrete board, the light weight wall being transversely mounted
The two ends of plate 6 are connected by buckle with reinforced concrete column 1, and the longitudinally mounted two ends of Light trabses 6 are connected by buckle with steel frame beam 2.This
Embodiment uses autoclaved lightweight concrete board, not only reduces difficulty of construction, accelerates speed of application, while autoclaved lightweight
Aerated concrete panel has good bending resistance, breaking resistance, and with good heat-insulating property, own wt is light.
A kind of construction method of steel plate shear wall structure of the present embodiment is played including following step：
(1) reinforced concrete column 1 and steel frame beam 2 are constructed, and reinforced concrete column 1 is lifted to job site, will by default foundation bolt
On the basis of reinforced concrete column 1 is fixed on, then steel frame beam 2 is lifted to design height, steel frame beam 2 is welded on reinforced concrete column 1, in reinforcing bar
The buckle of fixed Light trabses 6 is installed on post 1 and steel frame beam 2.
(2) steel web 3 is installed, transverse stiffener 4 and longitudinal stiffener is respectively welded in two sides before and after steel web 3 first
5, then steel web 3 is lifted in the space surrounded to reinforced concrete column 1 and steel frame beam 2, by the upper of steel web 3 by the way of welding
Lower both sides are connected with steel frame beam 2, and the left and right sides of steel web 3 is connected with reinforced concrete column 1.
(3) by the transverse direction of Light trabses 6 cut in area's lattice of adjacent transverse ribbed stiffener 4, and using installation
Buckle on reinforced concrete column 1 fixes Light trabses 6；The Light trabses 6 cut are longitudinally mounted to the area of longitudinal stiffener 5
In lattice, and fixed with the buckle on steel frame beam 2.Light trabses 6 used are mixed for autoclaved lightweight in the present embodiment
Concrete board.
Schematically the utility model and embodiments thereof are described above, the description does not have restricted, accompanying drawing
Shown in be also one of embodiment of the present utility model, actual structure is not limited thereto.So this area is general
Logical technical staff is enlightened by it, in the case where not departing from the utility model creation objective, being designed without creative with being somebody's turn to do
The similar frame mode of technical scheme and embodiment, all should belong to protection domain of the present utility model.
Claims (5)
1. a kind of steel plate shear wall structure, it is characterised in that：It includes reinforced concrete column, steel frame beam, steel web and Light trabses, described
Reinforced concrete column and steel frame beam welding, the steel web left and right sides and reinforced concrete column are welded, welded up and down with steel frame beam, two before and after steel web
Side is provided with ribbed stiffener, and ribbed stiffener is welded with steel web；Described Light trabses use autoclaved lightweight concrete board, gently
Matter wallboard is arranged in area's lattice of ribbed stiffener adjacent on steel web formation, is connected using pipe clamp and reinforced concrete column or shear wall steel frame beam
Connect.
2. a kind of steel plate shear wall structure according to claim 1, it is characterised in that：Described ribbed stiffener includes at least one
Individual transverse stiffener and at least one longitudinal stiffener, transverse stiffener and longitudinal stiffener are separately positioned on two before and after steel web
Sideways.
3. a kind of steel plate shear wall structure according to claim 2, it is characterised in that：Described Light trabses are laterally set
In transverse stiffener area lattice, Light trabses are disposed longitudinally in longitudinal stiffener area lattice.
4. a kind of steel plate shear wall structure according to claim 3, it is characterised in that：It is arranged in transverse stiffener area lattice
Light trabses be connected using pipe clamp with reinforced concrete column.
5. a kind of steel plate shear wall structure according to claim 3, it is characterised in that：It is arranged in longitudinal stiffener area lattice
Light trabses be connected using pipe clamp with steel frame beam.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621490996.XU CN206487012U (en) | 2016-12-30 | 2016-12-30 | A kind of steel plate shear wall structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621490996.XU CN206487012U (en) | 2016-12-30 | 2016-12-30 | A kind of steel plate shear wall structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206487012U true CN206487012U (en) | 2017-09-12 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621490996.XU Active CN206487012U (en) | 2016-12-30 | 2016-12-30 | A kind of steel plate shear wall structure |
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| Country | Link |
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| CN (1) | CN206487012U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106677379A (en) * | 2016-12-30 | 2017-05-17 | 杭州泽通建筑节能新材料有限公司 | Steel plate shear wall structure and construction method |
| CN113719179A (en) * | 2021-08-13 | 2021-11-30 | 北京建筑大学 | Detachable cold-formed steel and lightweight filler shear wall and manufacturing method thereof |
-
2016
- 2016-12-30 CN CN201621490996.XU patent/CN206487012U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106677379A (en) * | 2016-12-30 | 2017-05-17 | 杭州泽通建筑节能新材料有限公司 | Steel plate shear wall structure and construction method |
| CN113719179A (en) * | 2021-08-13 | 2021-11-30 | 北京建筑大学 | Detachable cold-formed steel and lightweight filler shear wall and manufacturing method thereof |
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| CP01 | Change in the name or title of a patent holder |
Address after: 311419 Building No. 53, Yushan Village, Yushan Township, Fuyang City, Hangzhou City, Zhejiang Province Patentee after: Zhejiang Hangjiazetong Building Energy Saving New Materials Co., Ltd. Address before: 311419 Building No. 53, Yushan Village, Yushan Township, Fuyang City, Hangzhou City, Zhejiang Province Patentee before: Hangzhou Zetong Architecture Energy Saving New Materials Co., Ltd. |