CN206956975U - Waveform list steel plate shear force wall system - Google Patents
Waveform list steel plate shear force wall system Download PDFInfo
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- CN206956975U CN206956975U CN201720937333.6U CN201720937333U CN206956975U CN 206956975 U CN206956975 U CN 206956975U CN 201720937333 U CN201720937333 U CN 201720937333U CN 206956975 U CN206956975 U CN 206956975U
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- corrugated sheet
- proof plate
- ribbed stiffener
- steel
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Abstract
The utility model discloses waveform list steel plate shear force wall system, including structure division, built-in part and fire prevention part, structure division includes corrugated sheet steel and side column, corrugated sheet steel is vertically placed, side column is respectively welded in the both ends of corrugated sheet steel, the both sides of corrugated sheet steel are welded with ribbed stiffener, and ribbed stiffener is welded and fixed with side column, and the both sides of corrugated sheet steel are welded with the edge of a wing；Built-in part includes pipeline and switch enclosure, and for pipeline in the cavity between corrugated sheet steel and ribbed stiffener, switch enclosure is located at the side of ribbed stiffener, and pipeline is connected with switch enclosure；Fire prevention part includes the first fire-proof plate and the second fire-proof plate, and the first fire-proof plate is fixedly connected with ribbed stiffener, and the side of side column is welded with square tube, and the first fire-proof plate and the second fire-proof plate are fixedly connected with square tube respectively.The utility model can improve bearing capacity, have the characteristics of anti-seismic performance is good, dead load is light, speed of application is fast, and can set pipeline arrangement and fire prevention measure simultaneously, realize the harmony of structure and building.
Description
Technical field
The utility model belongs to building structure technology field, and in particular to waveform list steel plate shear force wall system.
Background technology
Designing Structures of High Rising Buildings difficult point is to control sidesway, and the anti-side that wall body construction can significantly improve structure is firm
Degree, thus the extensive use in skyscraper.
Steel plate shear force wall has preferable shear stiffness, has preferable application prospect in nigh-level synthesis.But
Plain plate resistance to compression stability bearing capacity is relatively low, can not typically bear vertical load；And need to ensure steel to reach preferable shear stiffness
Plate stability, by increasing thickness of slab and setting the stability bearing capacity of the measures such as ribbed stiffener, outer patch precast slab raising steel plate；
Current relevant document, which mentions laterally disposed corrugated sheet steel, can effectively improve the shear-carrying capacity of steel plate, but still can not undertake
Vertical load；Separately have at present and mentioned in document to solve the steel plate combined shear wall that the deficiency of existing steel plate shear force wall proposes,
The bearing capacity of shear wall is improved, but related architectural construction processing is still not ideal, and pipeline arrangement and fire prevention measure can not be same
When be arranged in existing steel plate shear force wall.
Utility model content
The utility model purpose is solve above-mentioned technical problem present in prior art, there is provided waveform list steel plate shears
Wall system, bearing capacity can be improved, there is the characteristics of anti-seismic performance is good, dead load is light, speed of application is fast, and can be by pipeline cloth
Put and fire prevention measure while set, realize the harmony of structure and building.
In order to solve the above-mentioned technical problem, the utility model adopts the following technical scheme that：
Waveform list steel plate shear force wall system, it is characterised in that：Including structure division, built-in part and fire prevention part, structure
Part includes corrugated sheet steel and side column, and corrugated sheet steel is vertically placed, and side column is respectively welded in the both ends of corrugated sheet steel, corrugated sheet steel
Both sides be welded with ribbed stiffener, ribbed stiffener is welded and fixed with side column, and the both sides of corrugated sheet steel are welded with the edge of a wing, and the edge of a wing is set
In floor beam elevation location, top flange and lower flange are broadly divided into, bearing is shelved in wherein top flange as floor；Built-in part
Including pipeline and switch enclosure, for pipeline in the cavity between corrugated sheet steel and ribbed stiffener, switch enclosure is located at the side of ribbed stiffener,
Pipeline is connected with switch enclosure；Fire prevention part includes the first fire-proof plate and the second fire-proof plate, and the first fire-proof plate is fixed with ribbed stiffener to be connected
Connect, the side of side column is welded with square tube, and the first fire-proof plate and the second fire-proof plate are fixedly connected with square tube respectively.The waveform list steel plate
Shearing wall system can improve bearing capacity, have the characteristics of anti-seismic performance is good, dead load is light, speed of application is fast, and can be by pipe
Line is arranged and fire prevention measure is set simultaneously, realizes the harmony of structure and building.
Further, side column uses clod wash rectangular tube, and it is a kind of economy, section light thin wall steel, can saving steel.
Further, concrete is provided with side column, can be divided into according to actual demands of engineering in side column and fill concrete with not filling mixed
Two kinds of situations of solidifying soil.
Further, ribbed stiffener uses angle steel or channel-section steel, is easy to ribbed stiffener to be welded and fixed with corrugated sheet steel, side column.
Further, the setting between adjacent two pieces of ribbed stiffeners is apart from identical so that the lateral stability bearing capacity of corrugated sheet steel
It is evenly distributed.
Further, between the first fire-proof plate and ribbed stiffener, between the first fire-proof plate and square tube, the second fire-proof plate and square tube it
Between be equipped with tapping screw, realize and be fixedly connected between the first fire-proof plate and ribbed stiffener, it is fixed between the first fire-proof plate and square tube
Connection, is fixedly connected between the second fire-proof plate and square tube, by the first fire-proof plate and the second fire-proof plate package structure part.
Further, heat-insulation layer is provided between the first fire-proof plate and corrugated sheet steel, heat-insulation layer uses rock wool, has sound insulation and guarantor
The effect of temperature.
The utility model is by adopting the above-described technical solution, have the advantages that：
The utility model welds ribbed stiffener in the both sides of corrugated sheet steel, and ribbed stiffener is welded and fixed with side column, in corrugated sheet steel
The both sides welding edge of a wing, improve the lateral stability strength performance of corrugated sheet steel, and then can improve overall bearing capacity, have
The characteristics of anti-seismic performance is good, dead load is light, speed of application is fast.The utility model first pipeline is vertically shuttled corrugated sheet steel with
In cavity between ribbed stiffener, pipeline is vertically arranged when arriving switch enclosure height, is shuttled along level, realizes that pipeline connects with switch enclosure
Connect, pipeline is easy for installation, safety.First fire-proof plate is fixedly connected by the utility model with ribbed stiffener, by the first fire-proof plate and
Square tube of two fire-proof plates respectively with side column side is fixedly connected, and the fire prevention of steel construction uses the first fire-proof plate and the second fire-proof plate bag
Wrap up in, realize prefabricated construction, speed of application is very fast, and outer surface is smooth.Corrugated sheet steel in the utility model is vertically placed, energy
Vertical load is born, the situation of vertical load can not be born by changing the single steel plate shear force wall of tradition.
The utility model is made by workshop, and the waveform list steel plate shear force wall system of three floor heights is right as a lifting section, scene
Installation is connect, speed of application is fast, and can set pipeline arrangement and fire prevention measure simultaneously, realizes the harmonious system of structure and building
One.
Brief description of the drawings
The utility model is described in further detail below in conjunction with the accompanying drawings：
Fig. 1 is the structural representation of the utility model waveform list steel plate shear force wall system；
Fig. 2 is the structural representation of structure division in the utility model；
Fig. 3 is the structural representation that structure division is combined with built-in part in the utility model；
Fig. 4 is the structural representation on the edge of a wing in the utility model；
Fig. 5 is the structural representation that structure division is vertical in the utility model.
In figure, 1- corrugated sheet steels；2- side columns；3- ribbed stiffeners；The 4- edges of a wing；5- concrete；6- switch enclosures；7- pipelines；8- is certainly
Attack screw；The fire-proof plates of 9- first；10- square tubes；11- heat-insulation layers；The fire-proof plates of 12- second.
Embodiment
As shown in Figures 1 to 5, it is the utility model waveform list steel plate shear force wall system, including structure division, built-in part
And fire prevention part.Structure division includes corrugated sheet steel 1 and side column 2, and corrugated sheet steel 1 is vertically placed, and side column 2 is respectively welded in waveform
The both ends of steel plate 1.The pitch of waves and wave height of corrugated sheet steel 1 are determined by design, in workshop by hydraulic bending press cold moudling.Side column 2
Using clod wash rectangular tube, it is a kind of economy, section light thin wall steel, can saving steel.Concrete 5 is provided with side column 2, can
It is divided into according to actual demands of engineering in side column 2 and fills concrete 5 and do not fill 5 two kinds of situations of concrete.Weld the both sides of corrugated sheet steel 1
Ribbed stiffener 3 is connected to, ribbed stiffener 3 is welded and fixed with side column 2.Ribbed stiffener 3 uses angle steel or channel-section steel, is easy to ribbed stiffener 3 and waveform steel
Plate 1, side column 2 are welded and fixed.Setting between adjacent two pieces of ribbed stiffeners 3 is apart from identical so that steady outside the face of corrugated sheet steel 1
Determine bearing capacity to be evenly distributed.The both sides of corrugated sheet steel 1 are welded with the edge of a wing 4, and the edge of a wing 4 is irregular steel plate, and it is arranged on floor
Beam elevation location, the edge of a wing 4 is divided shelves bearing for top flange and lower flange, wherein top flange as floor.
Built-in part includes pipeline 7 and switch enclosure 6, and pipeline 7 is opened in the cavity between corrugated sheet steel 1 and ribbed stiffener 3
The side that box 6 is located at ribbed stiffener 3 is closed, pipeline 7 is connected with switch enclosure 6.In work progress, by pipeline 7 by corrugated sheet steel 1 with
Cavity between ribbed stiffener 3 is vertically shuttled, and sets the height to switch enclosure 6, is shuttled along level, and connecting valve box 6.
Fire prevention part includes the first fire-proof plate 9 and the second fire-proof plate 12, and the first fire-proof plate 9 is fixedly connected with ribbed stiffener 3, side
The side of post 2 is welded with square tube 10, and the first fire-proof plate 9 and the second fire-proof plate 12 are fixedly connected with square tube 10 respectively.First fire prevention
Self tapping spiral shell is equipped between plate 9 and ribbed stiffener 3, between the first fire-proof plate 9 and square tube 10, between the second fire-proof plate 12 and square tube 10
Nail 8.Because the steel plate of side column 2 is thicker, the first fire-proof plate 9 and the second fire-proof plate 12 can not be directly connected to side by tapping screw 8
Post 2, in side column 2 while welding square tube 10, realizes and be fixedly connected between the first fire-proof plate 9 and ribbed stiffener 3, the first fire-proof plate 9 with
It is fixedly connected between square tube 10, is fixedly connected between the second fire-proof plate 12 and square tube 10, by the first fire-proof plate 9 and the second fire-proof plate
12 package structure parts.Heat-insulation layer 11 is provided between first fire-proof plate 9 and corrugated sheet steel 1, heat-insulation layer 11 uses rock wool, have every
Sound and the effect of insulation.
The utility model welds ribbed stiffener 3 in the both sides of corrugated sheet steel 1, and ribbed stiffener 3 is welded and fixed with side column 2, in waveform
The both sides welding edge of a wing 4 of steel plate 1, improves the lateral stability strength performance of corrugated sheet steel 1, and then can improve the carrying of entirety
Power, there is the characteristics of anti-seismic performance is good, dead load is light, speed of application is fast.The utility model first vertically shuttles pipeline 7 in ripple
In cavity between shape steel plate 1 and ribbed stiffener 3, pipeline 7 is vertically arranged when arriving 6 height of switch enclosure, is shuttled along level, realizes pipe
Line 7 is connected with switch enclosure 6, and pipeline 7 is easy for installation, safety.First fire-proof plate 9 is fixedly connected by the utility model with ribbed stiffener 3,
The square tube 10 of first fire-proof plate 9 and the second fire-proof plate 12 respectively with the side of side column 2 is fixedly connected, the fire prevention of steel construction is using the
One fire-proof plate 9 and the second fire-proof plate 12 wrap up, and realize prefabricated construction, speed of application is very fast, and outer surface is smooth.This practicality is new
Corrugated sheet steel 1 in type is vertically placed, and can bear vertical load, and vertical load can not be born by changing the single steel plate shear force wall of tradition
Situation.
The utility model is made by workshop, and the waveform list steel plate shear force wall system of three floor heights is right as a lifting section, scene
Installation is connect, field joint installation, speed of application is fast, and can set pipeline arrangement and fire prevention measure simultaneously, realizes structure
With the harmony of building.
Specific embodiment of the utility model is these are only, but the technical characteristics of the utility model is not limited thereto.Appoint
How based on the utility model, to solve essentially identical technical problem, essentially identical technique effect is realized, it is made
Simple change, equivalent substitution or modification etc., are all covered by among the scope of protection of the utility model.
Claims (7)
1. waveform list steel plate shear force wall system, it is characterised in that：Including structure division, built-in part and fire prevention part, the knot
Structure part includes corrugated sheet steel and side column, and the corrugated sheet steel is vertically placed, and the side column is respectively welded in the corrugated sheet steel
Both ends, the both sides of the corrugated sheet steel are welded with ribbed stiffener, and the ribbed stiffener is welded and fixed with the side column, the waveform
The both sides of steel plate are welded with the edge of a wing；The built-in part includes pipeline and switch enclosure, and the pipeline is located at the corrugated sheet steel
In cavity between the ribbed stiffener, the switch enclosure is located at the side of the ribbed stiffener, the pipeline and the switch enclosure
Connection；The fire prevention part includes the first fire-proof plate and the second fire-proof plate, and first fire-proof plate is fixed with the ribbed stiffener to be connected
Connect, the side of the side column is welded with square tube, and first fire-proof plate and second fire-proof plate are fixed with the square tube respectively
Connection.
2. waveform list steel plate shear force wall system according to claim 1, it is characterised in that：The side column uses clod wash rectangle
Pipe.
3. waveform list steel plate shear force wall system according to claim 1, it is characterised in that：Coagulation is provided with the side column
Soil.
4. waveform list steel plate shear force wall system according to claim 1, it is characterised in that：The ribbed stiffener using angle steel or
Channel-section steel.
5. waveform list steel plate shear force wall system according to claim 1, it is characterised in that：Adjacent two pieces of ribbed stiffeners it
Between setting apart from identical.
6. waveform list steel plate shear force wall system according to claim 1, it is characterised in that：First fire-proof plate with it is described
It is equipped between ribbed stiffener, between first fire-proof plate and the square tube, between second fire-proof plate and the square tube certainly
Attack screw.
7. waveform list steel plate shear force wall system according to claim 1, it is characterised in that：First fire-proof plate with it is described
Heat-insulation layer is provided between corrugated sheet steel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720937333.6U CN206956975U (en) | 2017-07-31 | 2017-07-31 | Waveform list steel plate shear force wall system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720937333.6U CN206956975U (en) | 2017-07-31 | 2017-07-31 | Waveform list steel plate shear force wall system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206956975U true CN206956975U (en) | 2018-02-02 |
Family
ID=61381756
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720937333.6U Active CN206956975U (en) | 2017-07-31 | 2017-07-31 | Waveform list steel plate shear force wall system |
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| Country | Link |
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| CN (1) | CN206956975U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108951971A (en) * | 2018-08-03 | 2018-12-07 | 中国建筑第八工程局有限公司 | Steel construction shear wall |
-
2017
- 2017-07-31 CN CN201720937333.6U patent/CN206956975U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108951971A (en) * | 2018-08-03 | 2018-12-07 | 中国建筑第八工程局有限公司 | Steel construction shear wall |
| CN108951971B (en) * | 2018-08-03 | 2019-11-19 | 中国建筑第八工程局有限公司 | Steel construction shear wall |
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