CN208518136U - A kind of assembled internal partition wall system - Google Patents
A kind of assembled internal partition wall system Download PDFInfo
- Publication number
- CN208518136U CN208518136U CN201821078247.5U CN201821078247U CN208518136U CN 208518136 U CN208518136 U CN 208518136U CN 201821078247 U CN201821078247 U CN 201821078247U CN 208518136 U CN208518136 U CN 208518136U
- Authority
- CN
- China
- Prior art keywords
- lining
- connector
- bottom plate
- partition wall
- steel hoop
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
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- 238000005192 partition Methods 0.000 title claims abstract description 11
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 15
- 239000010959 steel Substances 0.000 claims abstract description 15
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 11
- 238000003466 welding Methods 0.000 claims abstract description 8
- 230000002787 reinforcement Effects 0.000 claims abstract description 4
- 210000003205 muscle Anatomy 0.000 claims description 2
- 239000000203 mixture Substances 0.000 abstract description 2
- 238000011161 development Methods 0.000 description 4
- 230000018109 developmental process Effects 0.000 description 4
- 238000010276 construction Methods 0.000 description 3
- 238000013461 design Methods 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 3
- 238000004519 manufacturing process Methods 0.000 description 3
- 238000000034 method Methods 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 240000002853 Nelumbo nucifera Species 0.000 description 1
- 235000006508 Nelumbo nucifera Nutrition 0.000 description 1
- 235000006510 Nelumbo pentapetala Nutrition 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 239000000428 dust Substances 0.000 description 1
- 238000005265 energy consumption Methods 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 230000008929 regeneration Effects 0.000 description 1
- 238000011069 regeneration method Methods 0.000 description 1
- 238000011160 research Methods 0.000 description 1
- 239000002351 wastewater Substances 0.000 description 1
Landscapes
- Reinforcement Elements For Buildings (AREA)
Abstract
The utility model discloses a kind of assembled internal partition wall system, including multiple linings, and the connector of fixed lining, the lining is prefabricated steel hoop concrete structure, horizontal annular reinforcing bar is prefabricated with inside it, the longitudinal reinforcement of vertical steel hoop and longitudinally connected horizontal annular reinforcing bar and vertical steel hoop, the connector is by bottom plate, top plate and both side plate composition, wherein cover top surface vertical welding is fixed with more spirals, and two sides are bonded more spirals of welding, multiple prepared screw-bolt holes are offered on the bottom plate, the connector is embedded in lining side, and bottom plate is flushed with the side of lining, the position that the lining other side is flushed with connector is embedded with spiral, when two lining assembly, the spiral of side is penetrated in the bolt hole of the connector of another lining, match It closes nut and realizes connection.
Description
Technical field
The utility model relates to a kind of assembly of shear wall structure more particularly to a kind of assembled internal partition wall systems.
Background technique
In face of the level of urbanization of fast development, Urban House demand is increasing, develops on a large scale in residential housing market
While, due to the design of existing house, the restriction of construction technology, is no longer satisfied the people and housing stock and quality are wanted
It asks.In addition that there are speed of applications is slow, quality is not easy to control, high production cost for traditional residential, and energy consumption pollutes high problems,
Seriously constrain the process of housing industrialization development.
Prefabricated assembled concrete structure, which has, saves labor cost, reduces construction site noise dust pollution, shortens
Duration, control of product quality preferably, high production efficiency, high stock utilization the advantages that, and the factorial production makes waste water, useless
The control and regeneration of material are easy to accomplish, and certain structural elements can reuse.From Japan, the U.S., Hong-Kong or certain
From the point of view of a little European countries or regional housing industry Experience in Development, pass through building system standardization, the integrated construction of technical application
House, be not only able to satisfy demand of the people to house, but also the comprehensive performance of house can be improved.
Shear wall structure is the most common structure type of more high residential buildings, therefore exploitation is suitable for the prefabricated of industrialization
Assembly of shear wall structure residential housing is the development trend of housing industrialization.Prefabricated assembled shear wall structure can be divided into
Partial precast shear wall structure and full precast shear wall structure.Partial precast shear wall structure refers mainly to that interior wall is cast-in-place, exterior wall is pre-
The structure of system, due to interior wall be still it is cast-in-place, prefabricated rate is low.Full precast shear wall structure refers to whole shear walls using prefabricated
The prefabricated rate of component assembly assembly, the structural system is high.But from the point of view of research both domestic and external and application experience, with assembled frame
Frame structure is compared, and there are a greater amount of horizontal joints, vertical abutment joint and nodes in fully-prefabricated assembled shear wall structure, will be pre-
Component connection processed is integral, so that total has enough bearing capacitys, rigidity and ductility and antidetonation, resists accidental lotus
It carries, windproof ability, therefore, the stress performance of these nodes and seam directly determines the overall performance of structure, reasonable stress, side
Just the wallboard node and joint designs constructed are the key technologies of assembly of shear wall structure design, are to determine the structure type energy
The important factor in order of no popularization and application.
Utility model content
The purpose of the utility model is to overcome the defects of the prior art, provide a kind of assembled internal partition wall system, for
The shear wall of diversified forms, which is vertically connected, is located at the spiral of different location as the structure for being embedded into wall using multiple groups, can
To effectively increase bonding strength and overall stiffness with wall, reserved bolt is furthermore cooperated using the connector of rectangular frame structure
Realize the connection that wall bracket is sheared with lower layer in hole, it is ensured that the firmness of the connection between upper and lower shear wall.
To achieve the above object, the utility model proposes following technical solutions:
A kind of assembled internal partition wall system, including multiple linings, and the connector of fixed lining, the lining
For prefabricated steel hoop concrete structure, inside be prefabricated with horizontal annular reinforcing bar, vertical steel hoop and longitudinally connected level
The longitudinal reinforcement of steel hoop and vertical steel hoop, the connector is by bottom plate, top plate and both side plate composition, wherein on top plate
Surface vertical welding is fixed with more spirals, and two sides are bonded more spirals of welding, open up on the bottom plate
There are multiple prepared screw-bolt holes, which is embedded in lining side, and bottom plate is flushed with the side of lining, and lining is another
The position that side is flushed with connector is embedded with spiral and penetrates the spiral of side another when two linings assemble
In the bolt hole of the connector of a lining, attaching nut realizes connection.
It is in transverse and longitudinal each two when being 4 reinforcing bars in lateral straight line arrangement when the cover top surface is 2 spirals
Root arrangement.
When the prepared screw-bolt hole is 2, in lateral straight line arrangement, in each two arrangements of transverse and longitudinal when being 4.
Compared with prior art, a kind of assembled internal partition wall system that the utility model discloses has following usefulness:
Occupancy volume in insertion shear wall is increased using tower structure, while also increasing welding screw-thread steel in frame structure two sides
Muscle, to increase the bonding strength and overall stiffness with wall.
Detailed description of the invention
Fig. 1 is the structure chart of the utility model lining；
Fig. 2 is the use schematic diagram of the utility model connector.
Specific embodiment
Below in conjunction with the attached drawing of the utility model, the technical solution of the utility model embodiment is carried out clear, complete
Description.
As shown in Figure 1 and 2, the revealed a kind of assembled internal partition wall system of the utility model, including multiple linings 1, with
And the connector 2 of fixed lining, the lining are prefabricated steel hoop concrete structure, inside be prefabricated with horizontal annular
Reinforcing bar 3, the longitudinal reinforcement of vertical steel hoop 4 and longitudinally connected horizontal annular reinforcing bar and vertical steel hoop, the connector
By bottom plate 5, top plate 6 and both side plate 7 are formed, and wherein cover top surface vertical welding is fixed with more spirals 8, and two sides
More spirals 8 are welded in fitting, offer multiple prepared screw-bolt holes 9 on the bottom plate, which is embedded in lining
Side, and bottom plate is flushed with the side of lining, the position that the lining other side is flushed with connector are embedded with spiral, and two
When a lining assembles, the spiral of side is penetrated in the bolt hole of the connector of another lining, attaching nut is real
Now connect.
It is in transverse and longitudinal each two when being 4 reinforcing bars in lateral straight line arrangement when the cover top surface is 2 spirals
Root arrangement.
When the prepared screw-bolt hole is 2, in lateral straight line arrangement, in each two arrangements of transverse and longitudinal when being 4.
The technology contents and technical characteristic of the utility model have revealed that as above, however those skilled in the art still may be used
Can teaching based on the utility model and announcement and make various replacements and modification without departing substantially from the spirit of the present invention, therefore, this
Utility model protection range should be not limited to the revealed content of embodiment, and should include the various replacements without departing substantially from the utility model
And modification, and covered by present patent application claim.
Claims (3)
1. a kind of assembled internal partition wall system, it is characterised in that: including multiple linings, and the connector of lining is fixed,
The lining is prefabricated steel hoop concrete structure, inside be prefabricated with horizontal annular reinforcing bar, vertical steel hoop and vertical
To connection horizontal annular reinforcing bar and the longitudinal reinforcement of vertical steel hoop, the connector is made of bottom plate, top plate and both side plate,
Wherein cover top surface vertical welding is fixed with more spirals, and two sides are bonded more spirals of welding, described
Multiple prepared screw-bolt holes are offered on bottom plate, which is embedded in lining side, and bottom plate is flushed with the side of lining,
The position that the lining other side is flushed with connector is embedded with spiral, when two linings assemble, by the screw-thread steel of side
Muscle penetrates in the bolt hole of the connector of another lining, and attaching nut realizes connection.
2. assembled internal partition wall system according to claim 1, it is characterised in that: the cover top surface is 2 screw threads
In lateral straight line arrangement when reinforcing bar, in each two arrangements of transverse and longitudinal when being 4 reinforcing bars.
3. assembled internal partition wall system according to claim 1, it is characterised in that: when the prepared screw-bolt hole is 2, be in
Lateral straight line arrangement, in each two arrangements of transverse and longitudinal when being 4.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821078247.5U CN208518136U (en) | 2018-07-09 | 2018-07-09 | A kind of assembled internal partition wall system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821078247.5U CN208518136U (en) | 2018-07-09 | 2018-07-09 | A kind of assembled internal partition wall system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208518136U true CN208518136U (en) | 2019-02-19 |
Family
ID=65335235
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821078247.5U Expired - Fee Related CN208518136U (en) | 2018-07-09 | 2018-07-09 | A kind of assembled internal partition wall system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208518136U (en) |
-
2018
- 2018-07-09 CN CN201821078247.5U patent/CN208518136U/en not_active Expired - Fee Related
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CP03 | Change of name, title or address | ||
| CP03 | Change of name, title or address |
Address after: 226100 No. 76-1, Xincheng West Road, Yuelai Town, Haimen District, Nantong City, Jiangsu Province Patentee after: Kangboda Construction Technology Group Co.,Ltd. Address before: 226000 No. 69, Xincheng West Road, Yuelai Town, Haimen City, Nantong City, Jiangsu Province Patentee before: KANGBODA ENERGY SAVING TECHNOLOGY Co.,Ltd. |
|
| 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: 20190219 |