CN208309903U - A kind of filling lining of crack resistence - Google Patents
A kind of filling lining of crack resistence Download PDFInfo
- Publication number
- CN208309903U CN208309903U CN201820865256.2U CN201820865256U CN208309903U CN 208309903 U CN208309903 U CN 208309903U CN 201820865256 U CN201820865256 U CN 201820865256U CN 208309903 U CN208309903 U CN 208309903U
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- Prior art keywords
- filling
- lining
- wall
- filling lining
- hole
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Abstract
The utility model belongs to the interior filling wall field of steel building, is related to a kind of filling lining of crack resistence.The embedded filling lining of the rectangle steel frame that Vierendeel girder and frame column surround, filling lining and steel frame joint upper and lower, left and right quadrangle have 1/4 circular hole, the diameter of hole is fill wall height 1/20 ~ 1/15, and filling has the elastic material of A grades of fire protecting performances in hole.This construction can reduce the horizontal force that the lateral loads wainscot sheathing such as earthquake and high wind is shared, and avoid filling lining load-bearing from generating press belt, to delay the cracking of wall；Have the function of that the elastic material of A grades of fire protecting performances can play fire prevention, heat-insulated, sound insulation, damping energy consumption in hole；Compared with block masonry fills wall, filling lining overall performance is good, and construction efficiency is high, and thermal and insulating performance is good, can make the interior filling wall of steel frame.
Description
Technical field
The utility model belongs to the interior filling wall field of steel building, is related to a kind of filling lining of crack resistence.
Background technique
Steel construction is one of current main building construction types.Steel construction is compared with ordinary reinforced concrete structure, tool
Have the advantages that intensity height, light weight, speed of application are fast, shock resistance is good, standard width of a room in an old-style house flexible arrangement and the rate of recovery are high, meets national development
The requirement of green building.
In steel framed building, load and member dead weight are mainly undertaken by beam column, and wall is mostly to fill wall, are played and are gone along with sb. to guard him and divide
Every effect.A large amount of earthquake shows that filling wall, which becomes, does not join due to not considering to fill influence of the wall to steel-frame structure in design
With " non-structural " component of assignments of earthquake shear forces, to cause the filling wall in Practical Project in the lateral loads such as earthquake and high wind
Under effect, there is Mass Cracking and even collapse.Patent 201610391871.X discloses a kind of frame wall filled with masonry system and its construction
Method, wall use one-piece casting, and oblique tension rib inhibits the development of filling wall crack in concrete, but this kind of wall structure is multiple
It is miscellaneous, it is high to construction personnel's technical requirements；Patent 201610391868.8 disclose a kind of assembled steel frame wall filled with masonry system and its
Construction method is connected between wall and frame using oval connecting hole, avoids filling wall under geological process and crack occurs, but should
Kind of filling wall and frame junction are weak, with easily destroying.
Utility model content
The purpose of this utility model is that in view of the deficiencies of the prior art, a kind of improvement mechanical property of wall is provided, is delayed
The cracking of wall, safe and reliable crack resistence fill lining.
The technical solution of the utility model includes: the embedded filling lining of rectangle steel frame that Vierendeel girder and frame column surround, is filled out
It fills lining and steel frame joint upper and lower, left and right quadrangle has 1/4 circular hole, be with A grades of fire lines in hole
The elastic material of energy.
Preferably, the filling lining can be light cement foaming battenboard, granular polystyrene battenboard, flyash
Thistle board, silicon magnesium air entrained concrete hollow light plate, clay sound-proof fire-proof wallboard.
Preferably, the 1/4 circular hole radius is fill lining height 1/20~1/15.
It is shared the utility model has the beneficial effects that this construction can reduce the lateral loads wainscot sheathing such as earthquake and high wind
Horizontal force, avoid filling lining load-bearing generate press belt, to delay the cracking of wall；There are A grades to be prevented for filling in hole
The elastic material of fiery performance can play the role of fire prevention, heat-insulated, sound insulation, damping energy consumption；Compared with block masonry fills wall, fill out
It is good to fill lining overall performance, construction efficiency is high, and thermal and insulating performance is good, can make the interior filling wall of steel frame.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of the utility model embodiment 1.
Specific embodiment
It is described further with reference to the accompanying drawing and by embodiment to the utility model.
Embodiment 1
A kind of filling lining of crack resistence, including frame column 1, Vierendeel girder 2, light cement the foaming circle of battenboard 3,1/4
Hole 4, the elastic material 5 with A grades of fire protecting performances, two frame columns 1 and two Vierendeel girders 2 surround rectangle steel frame, lightweight
Cement foamed battenboard 3 is embedded in rectangle steel frame, light cement foam battenboard 3 and steel frame joint it is upper and lower, it is left,
The radius R that right quadrangle is provided with 1/4 circular hole, 4,1/4 circular hole 4 is the 1/20~1/15 of light cement foaming 3 height of battenboard,
It is the elastic material 5 with A grades of fire protecting performances in 1/4 circular hole 4.
Claims (3)
1. a kind of filling lining of crack resistence, including filling lining, 1/4 circular hole and elasticity with A grades of fire protecting performances
Material, it is characterised in that: filling lining upper and lower, left and right quadrangle has 1/4 circular hole, is anti-with A grades in hole
The elastic material of fiery performance.
2. a kind of filling lining of crack resistence as described in claim 1, it is characterised in that: the filling lining can be
Light cement foaming battenboard, granular polystyrene battenboard, coal ash lightweight board, silicon magnesium air entrained concrete hollow light plate, clay
Sound-proof fire-proof wallboard.
3. a kind of filling lining of crack resistence as described in claim 1, it is characterised in that: 1/4 circular hole half
Diameter is fill lining height 1/20 ~ 1/15.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820865256.2U CN208309903U (en) | 2018-06-06 | 2018-06-06 | A kind of filling lining of crack resistence |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820865256.2U CN208309903U (en) | 2018-06-06 | 2018-06-06 | A kind of filling lining of crack resistence |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208309903U true CN208309903U (en) | 2019-01-01 |
Family
ID=64710187
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820865256.2U Expired - Fee Related CN208309903U (en) | 2018-06-06 | 2018-06-06 | A kind of filling lining of crack resistence |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208309903U (en) |
-
2018
- 2018-06-06 CN CN201820865256.2U patent/CN208309903U/en not_active Expired - Fee Related
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20200408 Address after: No. 735, Xiangjiang Road, Huangdao District, Qingdao, Shandong Province Patentee after: Qingdao Zhongke Construction Technology Co.,Ltd. Address before: 266033 No.11 Fushun Road, Shibei District, Qingdao, Shandong Province Patentee before: QINGDAO TECHNOLOGICAL University |
|
| TR01 | Transfer of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20190101 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |