CN208202223U - A kind of assembled architecture shear wall structure - Google Patents
A kind of assembled architecture shear wall structure Download PDFInfo
- Publication number
- CN208202223U CN208202223U CN201820764391.8U CN201820764391U CN208202223U CN 208202223 U CN208202223 U CN 208202223U CN 201820764391 U CN201820764391 U CN 201820764391U CN 208202223 U CN208202223 U CN 208202223U
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- China
- Prior art keywords
- wall
- hole
- steel
- assembled architecture
- reinforcing bar
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Abstract
The utility model discloses a kind of assembled architecture shear wall structures, including wall, cross steel and reinforcing bar, the top two sides of the wall are mounted on cross steel, the bottom of the cross steel is plugged in the inside of wall and is fixedly connected with wall, reinforcing bar is installed between two groups of cross steels, the bottom of the reinforcing bar is plugged in inside wall and is fixedly connected with wall, the outer wall lower end two sides of the wall offer the first hole, surface of wall offers the second hole between two group of first hole, and the two sidewalls of the wall are mounted on steel ring.The utility model is limited by the way that cross steel is inserted into its compatible limit steel tank, so that keeping horizontal position very well, avoids the trouble of insertion chock, more practical, is suitble to be widely popularized and be used.
Description
Technical field
The utility model relates to a kind of shear wall structure, in particular to a kind of assembled architecture shear wall structure.
Background technique
Shear wall is also known as wind-resistant wall or seismic structural wall, earthquake resistant wall, structural wall.It is primarily subjected to wind load in house or structures or earthquake is made
With the wall of caused horizontal loading and vertical load { gravity }.Prevent structure shear from destroying, it divides plane shear wall and cylinder
Shear wall.Plane shear wall is in reinforced concrete frame structure, lift slab structure, flat slab system.To increase structure
Rigidity, intensity and collapse resistant capacity, can cast-in-place or precast and assembled reinforced concrete shear wall at certain positions.Cast-in-place shear wall with
Zhou Bianliang, column pour simultaneously, good integrity.Cylinder shear wall is used in skyscraper, tall and slender structure and overhung construction, by elevator
Between, the division wall of staircase, equipment and assistance building surround, barrel is cast in situ ferroconcrete wall body, stiffness and strength
Biggish horizontal loading can be born compared with plane shear wall height.Patent No. CN201520296470 discloses a kind of assembled and builds
Shear wall structure is built, which during use, is limited by steel pipe, is then adjusted water using increase chock
It is flat, thus the step of reducing artificial support, but during use, due to the friction generated between steel pipe and through-hole, make
It is larger to obtain error in through-hole, increases chock in time and is also difficult to carry out effective adjustment level, operation is more troublesome, therefore, we
It is proposed a kind of assembled architecture shear wall structure.
Utility model content
The main purpose of the utility model is to provide a kind of assembled architecture shear wall structures, can effectively solve background
Device during use, is limited by steel pipe in technology, then level is adjusted using increase chock, to subtract
The step of few artificial support, but during use, due to the friction generated between steel pipe and through-hole, so that in through-hole accidentally
Difference is larger, increases chock in time and is also difficult to carry out the problem of effective adjustment is horizontal, and operation is more troublesome.
To achieve the above object, the technical solution that the utility model is taken are as follows:
Pacify the top two sides of a kind of assembled architecture shear wall structure, including wall, cross steel and reinforcing bar, the wall
Equipped with cross steel, the bottom of the cross steel is plugged in the inside of wall and is fixedly connected with wall, pacifies between two groups of cross steels
Equipped with reinforcing bar, the bottom of the reinforcing bar is plugged in inside wall and is fixedly connected with wall, the outer wall lower end two sides of the wall
The first hole is offered, surface of wall offers the second hole between two group of first hole, and the two sidewalls of the wall are pacified
Equipped with steel ring.
Further, the two sides of the bottom of the wall offer square groove, and the inner cavity four sides of the square groove opens up
There is limiting slot, the inner cavity of the limiting slot is fixedly installed with limit steel tank, and the square groove is connected to the first hole.
Further, the bottom middle of the wall offers circular trough, the circular trough and the connection of the second hole.
Further, the two sidewalls of the cross steel offer through-hole.
Further, the reinforcing bar is the reinforcing rib of wall.
Compared with prior art, the utility model has the following beneficial effects:
1. the assembled architecture shear wall structure of the utility model, by the way that cross steel is inserted into its compatible limit steel
Slot is limited, so that keeping horizontal position very well, avoids the trouble of insertion chock.
2. the assembled architecture shear wall structure of the utility model, firm by the double limitation of cross steel and reinforcing bar, make
Obtain stable connection.
3. the assembled architecture shear wall structure of the utility model offers through-hole by cross steel outer wall, using through-hole,
Conveniently across hoisting rope, so that lifting is convenient.
Detailed description of the invention
Fig. 1 is the overall structure diagram of the utility model assembled architecture shear wall structure；
Fig. 2 is the wall bottom substance schematic diagram of the utility model assembled architecture shear wall structure；
Fig. 3 is the cross steel structural schematic diagram of the utility model assembled architecture shear wall structure.
In figure: 1, wall；2, cross steel；3, reinforcing bar；4, the first hole；5, the second hole；6, steel ring；7, square groove；
8, limiting slot；9, steel tank is limited；10, circular trough；11, through-hole.
Specific embodiment
To be easy to understand the technical means, creative features, achievement of purpose, and effectiveness of the utility model, below
In conjunction with specific embodiment, the utility model is further described.
As shown in Figure 1-3, a kind of assembled architecture shear wall structure, including wall 1, cross steel 2 and reinforcing bar 3, the wall
The top two sides of body 1 are mounted on cross steel 2, and the bottom of the cross steel 2 is plugged in the inside of wall 1 and fixes with wall 1
It connects, reinforcing bar 3 is installed between two groups of cross steels 2, the bottom of the reinforcing bar 3, which is plugged in 1 inside of wall and fixes with wall 1, to be connected
It connects, the outer wall lower end two sides of the wall 1 offer the first hole 4, and 1 surface of wall offers between two group of first hole 4
The two sidewalls of second hole 5, the wall 1 are mounted on steel ring 6.
Wherein, the two sides of the bottom of the wall 1 offer square groove 7, and the inner cavity four sides of the square groove 7 offers
Limiting slot 8, the inner cavity of the limiting slot 8 are fixedly installed with limit steel tank 9, and the square groove 7 is connected to the first hole 4.
Wherein, the bottom middle of the wall 1 offers circular trough 10, and the circular trough 10 is connected to the second hole 5.
Wherein, the two sidewalls of the cross steel 2 offer through-hole 11.
Wherein, the reinforcing bar 3 is the reinforcing rib of wall 1.
Working principle: it in use, by the through-hole 11 that hoisting rope is passed through to 2 outer wall of cross steel, is lifted, is then made
7 sets of square groove of 1 bottom of wall for needing to lift make 3 grafting of reinforcing bar on the cross steel 2 at 1 top of wall installed
In the circular trough 10 of 1 bottom of wall, so that the end face of cross steel 2 inserts in the afternoon in limiting slot 8 in steel tank 9, so that into
Row limit, so that wall 1 is kept to keep horizontal, then by pouring into cement slurry into the first hole 4 and the second hole 5, so that
It is filled in square groove 7 and circular trough 10, then solidifies, can be connected by the steel ring 6 of 1 two sidewalls of wall with side wall
It connects, the apparatus structure is simple, practical convenient for operation.
The basic principles and main features of the present invention and the advantages of the present invention have been shown and described above.Current row
The technical staff of industry is described in above embodiments and description it should be appreciated that the present utility model is not limited to the above embodiments
Only illustrate the principles of the present invention, on the premise of not departing from the spirit and scope of the utility model, the utility model is also
It will have various changes and improvements, these various changes and improvements fall within the scope of the claimed invention.The utility model
Claimed range is defined by the appending claims and its equivalent thereof.
Claims (5)
1. a kind of assembled architecture shear wall structure, including wall (1), cross steel (2) and reinforcing bar (3), it is characterised in that: described
The top two sides of wall (1) are mounted on cross steel (2), the bottom of the cross steel (2) be plugged in the inside of wall (1) and and
Wall (1) is fixedly connected, and is equipped with reinforcing bar (3) between two groups of cross steels (2), and the bottom of the reinforcing bar (3) is plugged in wall (1)
Internal and be fixedly connected with wall (1), the outer wall lower end two sides of the wall (1) offer the first hole (4), and two group first
Wall (1) surface offers the second hole (5) between hole (4), and the two sidewalls of the wall (1) are mounted on steel ring (6).
2. assembled architecture shear wall structure according to claim 1, it is characterised in that: the bottom two of the wall (1)
Side offers square groove (7), and the inner cavity four sides of the square groove (7) offers limiting slot (8), the limiting slot (8)
Inner cavity is fixedly installed with limit steel tank (9), and the square groove (7) is connected to the first hole (4).
3. assembled architecture shear wall structure according to claim 1, it is characterised in that: in the bottom of the wall (1)
Between offer circular trough (10), the circular trough (10) is connected to the second hole (5).
4. assembled architecture shear wall structure according to claim 1, it is characterised in that: the two sides of the cross steel (2)
Wall offers through-hole (11).
5. assembled architecture shear wall structure according to claim 1, it is characterised in that: the reinforcing bar (3) is wall (1)
Reinforcing rib.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820764391.8U CN208202223U (en) | 2018-05-22 | 2018-05-22 | A kind of assembled architecture shear wall structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820764391.8U CN208202223U (en) | 2018-05-22 | 2018-05-22 | A kind of assembled architecture shear wall structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208202223U true CN208202223U (en) | 2018-12-07 |
Family
ID=64518083
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820764391.8U Expired - Fee Related CN208202223U (en) | 2018-05-22 | 2018-05-22 | A kind of assembled architecture shear wall structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208202223U (en) |
-
2018
- 2018-05-22 CN CN201820764391.8U patent/CN208202223U/en not_active Expired - Fee Related
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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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20181207 Termination date: 20190522 |