CN207419764U - A kind of lateral force resisting steel plate wall structure - Google Patents
A kind of lateral force resisting steel plate wall structure Download PDFInfo
- Publication number
- CN207419764U CN207419764U CN201721374901.2U CN201721374901U CN207419764U CN 207419764 U CN207419764 U CN 207419764U CN 201721374901 U CN201721374901 U CN 201721374901U CN 207419764 U CN207419764 U CN 207419764U
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- steel plate
- column
- plate wall
- spreader
- bar
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Abstract
The utility model discloses a kind of lateral force resisting steel plate wall structures, including muscle in steel plate wall, stiffener, draw-in bar, pull rod and X-type connecting rod, the steel plate coping is provided with column, the column is internally provided with column inner wall, and spreader is provided with below column, the upper spreader is internally provided with spreader inner wall, and is provided with angle steel below upper spreader；It is attached between the column and spreader of steel plate wall using angle steel, angle steel is respectively distributed to four corners between column, draw-in bar is provided between angle steel, expansion spring is provided in draw-in bar, spring passes through the flexible influence that can effectively reduce extraneous impact force and bring, column inner wall is provided with X-type connecting rod, it can disperse the power that column is born, promote the lateral resisting of steel plate wall, waterproof coating and sink are provided on the outside of steel plate wall, it can accelerate flow velocity of the rainwater on steel plate wall, reduce the possibility of steel plate wall damage.
Description
Technical field
The utility model belongs to steel plate wall technical field, and in particular to a kind of lateral force resisting steel plate wall structure.
Background technology
Steel plate wall construction is, instead of the beam column in frame structure, to be undertaken all kinds of loads with reinforced concrete wall panel and caused
Internal force, and can effective control structure horizontal force, this structure that vertical and horizontal force are born with reinforced concrete wall panel
Referred to as shear wall structure, this structure are largely used in high-story house, and shear wall structure refers to vertical and horizontal main load-bearing
The structure of all structural walls of structure, when wall is in suitable position in building, they can form one kind and be effective against
The structural system of horizontal force, meanwhile, and the segmentation to space can be played the role of
Original steel plate wall needs the cooperation of multigroup steel column to pour when pouring, the steel column material expended when being built compared with
It is more, cause steel plate wall cost higher, steel plate wall needs preferable lateral resisting, otherwise in use may be to steel plate wall construction
It damages, has certain security risk to the people in steel plate wall, for steel plate wall when in use with rain drop erosion, concrete structure can
Damage can be present with.
Utility model content
The purpose of this utility model is to provide a kind of lateral force resisting steel plate wall structure, to solve to propose in above-mentioned background technology
Original steel plate wall the cooperation of multigroup steel column is needed to pour when pouring, the steel column material expended when being built is more, causes
Steel plate wall cost is higher, and steel plate wall needs preferable lateral resisting, and otherwise steel plate wall construction may be caused to damage in use
It is bad, there is certain security risk to the people in steel plate wall, when in use with rain drop erosion, concrete structure may go out steel plate wall
The problem of now damaging.
To achieve the above object, the utility model provides following technical solution：A kind of lateral force resisting steel plate wall structure, including steel
Board wall, stiffener, draw-in bar, muscle and X-type connecting rod in pull rod, the steel plate coping are provided with column, the column
Column inner wall is internally provided with, and spreader is provided with below column, the upper spreader is internally provided with spreader inner wall, and
Angle steel is provided with below upper spreader, the rear of the angle steel is provided with concrete cover, and the rear of the concrete cover is set
Lining steel plate is equipped with, and the bottom of concrete cover is provided with lower spreader, and rhone is provided on the lower spreader, it is described to put more energy into
Plate is mounted on the top left side of concrete cover, and coupling bar is provided on the right side of stiffener, the lower right-hand side of the coupling bar
Angle seat is provided with, the draw-in bar is mounted on the lower section of upper spreader, and the rear of draw-in bar is provided with waterproof coating, the drawing
Muscle is mounted on the inside of draw-in bar in bar, and is provided with expansion spring in pull rod on muscle, and the X-type connecting rod is mounted on column
Inside, and the rear of X-type connecting rod is provided with inner shaft.
Preferably, there are four the angle steel is set altogether, and four angle steel are installed in the front surface of steel plate wall.
Preferably, there are four the draw-in bar is set altogether, and four draw-in bars are installed on steel plate wall, the angle steel it
Between be fixedly connected by draw-in bar
Preferably, it is fixedly connected between the column and upper spreader by angle steel.
Preferably, there are three the X-type connecting rod is set altogether, and three X-type connecting rods are installed in the inside of column.
Compared with prior art, the beneficial effects of the utility model are：The utility model is scientific and reasonable for structure, safe to use
It is convenient, it is attached between the column and spreader of steel plate wall using angle steel, angle steel is respectively distributed to four corners between column,
Draw-in bar is provided between angle steel, expansion spring is provided in draw-in bar, spring can effectively reduce the external world by stretching
The influence that impact force is brought, column inner wall are provided with X-type connecting rod, can disperse the power that column is born, promote steel plate wall
Lateral resisting is provided with waterproof coating and sink on the outside of steel plate wall, can accelerate flow velocity of the rainwater on steel plate wall, reduces steel plate
The possibility of wall damage.
Description of the drawings
Fig. 1 is the structure diagram of the utility model；
Fig. 2 is the internal structure schematic diagram of the utility model；
Fig. 3 is the Bolted angle connection structure diagram of the utility model；
Fig. 4 is the drawbar structure diagram of the utility model；
Fig. 5 is the column interior wall construction schematic diagram of the utility model；
In figure：1- steel plate walls, 2- columns, 3- columns inner wall, 4- angle steel, the upper spreaders of 5-, 6- spreaders inner wall, 7- coagulation earth mulches
Spreader, 11- coupling bars, 12- stiffeners, 13- angle seats, 14- draw-in bars, 15- under plate, 8- lining steel plates, 9- rhones, 10-
Muscle, 17- expansion springs, 18-X types connecting rod, 19- inner shafts in waterproof coating, 16- pull rods.
Specific embodiment
The following is a combination of the drawings in the embodiments of the present utility model, and the technical scheme in the embodiment of the utility model is carried out
It clearly and completely describes, it is clear that the described embodiments are only a part of the embodiments of the utility model rather than whole
Embodiment.Based on the embodiment in the utility model, those of ordinary skill in the art are without making creative work
All other embodiments obtained shall fall within the protection scope of the present invention.
- 5 are please referred to Fig.1, the utility model provides a kind of technical solution：A kind of lateral force resisting steel plate wall structure includes steel plate wall
1st, stiffener 12, draw-in bar 14, muscle 16 and X-type connecting rod 18 in pull rod, the top of steel plate wall 1 are provided with column 2, column 2
Column inner wall 3 is internally provided with, and the lower section of column 2 is provided with spreader 5, upper spreader 5 is internally provided with spreader inner wall 6,
And the lower section of upper spreader 5 is provided with angle steel 4, the rear of angle steel 4 is provided with concrete cover 7, and the rear of concrete cover 7 is set
There is lining steel plate 8, and the bottom of concrete cover 7 is provided with lower spreader 10, and rhone 9, stiffener are provided on lower spreader 10
12 are mounted on the top left side of concrete cover 7, and the right side of stiffener 12 is provided with coupling bar 11, under the right side of coupling bar 11
Side is provided with angle seat 13, and draw-in bar 14 is mounted on the lower section of upper spreader 5, and the rear of draw-in bar 14 is provided with waterproof coating
15, muscle 16 is mounted on the inside of draw-in bar 14 in pull rod, and is provided with expansion spring 17 in pull rod on muscle 16, X-type connecting rod 18
The rear of the inside of column 2, and X-type connecting rod 18 is provided with inner shaft 19.
In order to enable connected between column 2 and upper spreader 5 and lower spreader 10 it is more stable, in the present embodiment, it is preferred that angle steel
There are four 4 common settings, and four angle steel 4 are installed in the front surface of steel plate wall 1.
In order to enable draw-in bar 14 will connect more stable between angle steel 4,4 dispersive stress of angle steel is helped, it is excellent in the present embodiment
Choosing, draw-in bar 14 is altogether there are four settings, and four draw-in bars 14 are installed on steel plate wall 1, pass through draw-in bar between angle steel 4
14 are fixedly connected.
It in order to enable is preferably connected between column 2 and upper spreader 5, in the present embodiment, it is preferred that column 2 and upper spreader 5
Between be fixedly connected by angle steel 4.
In order to enable column 2 can better supporting steel board wall 1, in the present embodiment, it is preferred that X-type connecting rod 18 is set altogether
There are three putting, and three X-type connecting rods 18 are installed in the inside of column 2.
The operation principle and process for using of the utility model：After the utility model installs, in the column of inspection column 2
Normally whether the X-type connecting rod 18 in wall 3 connect, and the X-type connecting rod 18 of upper spreader 5 and lower 10 inner wall of spreader is carried out similarly
Check, be attached lining steel plate 8 by stiffener 12 after inspection, by lining steel plate 8 and column 2, upper spreader 5 and under
Spreader 10 is attached, and four angle steel 4 are attached by draw-in bar 14 after the completion of connection, pull rod is provided in draw-in bar 14
Interior muscle 16 and expansion spring 17 promote the connective stability between column 2 and upper spreader 5, disperse extraneous impact force, have connected
Concrete cover 7 is mounted on lining steel plate 8 after, is attached, is poured on concrete cover 7 anti-by coupling bar 11
Water coating 15 completes the installation to steel plate wall 1, and rainwater can be arranged quickly outside the rhone 9 on steel plate wall, and it is moist right to reduce
The concrete cover 7 of steel plate wall 1 damages, and promotes the service life of steel plate wall 1.
While there has been shown and described that the embodiment of the utility model, for the ordinary skill in the art,
It is appreciated that in the case where not departing from the principle of the utility model and spirit can these embodiments be carried out with a variety of variations, repaiied
Change, replace and modification, the scope of the utility model are defined by the appended claims and the equivalents thereof.
Claims (5)
1. a kind of lateral force resisting steel plate wall structure, including steel plate wall（1）, stiffener（12）, draw-in bar（14）, muscle in pull rod（16）With
X-type connecting rod（18）, it is characterised in that：The steel plate wall（1）Top be provided with column（2）, the column（2）Inside set
It is equipped with column inner wall（3）, and column（2）Lower section be provided with spreader（5）, the upper spreader（5）Be internally provided with spreader
Inner wall（6）, and upper spreader（5）Lower section be provided with angle steel（4）, the angle steel（4）Rear be provided with concrete cover（7）,
The concrete cover（7）Rear be provided with lining steel plate（8）, and concrete cover（7）Bottom be provided with lower spreader
（10）, the lower spreader（10）On be provided with rhone（9）, the stiffener（12）Mounted on concrete cover（7）Top
Left side, and stiffener（12）Right side be provided with coupling bar（11）, the coupling bar（11）Lower right-hand side be provided with angle seat
（13）, the draw-in bar（14）Mounted on upper spreader（5）Lower section, and draw-in bar（14）Rear be provided with waterproof coating
（15）, muscle in the pull rod（16）Mounted on draw-in bar（14）Inside, and muscle in pull rod（16）On be provided with expansion spring
（17）, the X-type connecting rod（18）Mounted on column（2）Inside, and X-type connecting rod（18）Rear be provided with inner shaft
（19）.
2. a kind of lateral force resisting steel plate wall structure according to claim 1, it is characterised in that：The angle steel（4）It is provided with altogether
Four, and four angle steel（4）It is installed in steel plate wall（1）Front surface.
3. a kind of lateral force resisting steel plate wall structure according to claim 1, it is characterised in that：The draw-in bar（14）It sets altogether
There are four, and four draw-in bars（14）It is installed in steel plate wall（1）On, the angle steel（4）Between pass through draw-in bar（14）It is fixed
Connection.
4. a kind of lateral force resisting steel plate wall structure according to claim 1, it is characterised in that：The column（2）With upper spreader
（5）Between pass through angle steel（4）It is fixedly connected.
5. a kind of lateral force resisting steel plate wall structure according to claim 1, it is characterised in that：The X-type connecting rod（18）Altogether
There are three settings, and three X-type connecting rods（18）It is installed in column（2）Inside.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721374901.2U CN207419764U (en) | 2017-10-24 | 2017-10-24 | A kind of lateral force resisting steel plate wall structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721374901.2U CN207419764U (en) | 2017-10-24 | 2017-10-24 | A kind of lateral force resisting steel plate wall structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207419764U true CN207419764U (en) | 2018-05-29 |
Family
ID=62308617
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721374901.2U Expired - Fee Related CN207419764U (en) | 2017-10-24 | 2017-10-24 | A kind of lateral force resisting steel plate wall structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207419764U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109914636A (en) * | 2019-04-12 | 2019-06-21 | 西安建筑科技大学 | A kind of diagonal ribbed stiffener damper energy consumption steel plate shear wall |
-
2017
- 2017-10-24 CN CN201721374901.2U patent/CN207419764U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109914636A (en) * | 2019-04-12 | 2019-06-21 | 西安建筑科技大学 | A kind of diagonal ribbed stiffener damper energy consumption steel plate shear wall |
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| 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: 20180529 Termination date: 20201024 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |