CN206722135U - Shear wall and masonry wall intersection wall plaster constructing structure - Google Patents
Shear wall and masonry wall intersection wall plaster constructing structure Download PDFInfo
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- CN206722135U CN206722135U CN201720584807.3U CN201720584807U CN206722135U CN 206722135 U CN206722135 U CN 206722135U CN 201720584807 U CN201720584807 U CN 201720584807U CN 206722135 U CN206722135 U CN 206722135U
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Abstract
Shear wall and masonry wall intersection wall plaster constructing structure, including shear wall and masonry wall, the thickness of shear wall is more than the thickness of masonry wall, and shear wall is provided with the same direction to be flushed and tongue and groove post that surface be connected with masonry wall, the thickness of the thickness of tongue and groove post equal to masonry wall；The two sides of tongue and groove post and masonry wall are disposed with cement sand bed and anticracking grout layer from inside to outside, and the outer surface of anticracking grout layer is flushed with shear wall surface, and cracking resistance steel wire is embedded with cement sand bed, fiberglass mesh band is embedded with anticracking grout layer；Shear wall surface and anticracking grout layer outer surface are integrally wiped with putty surface layer, and the interior intersection in tongue and groove post and shear wall of putty surface layer is embedded with putty Cracking-proof belt.The utility model has to be reached shear wall and masonry wall with the requirement of wall thickness and meets the effect that shear wall exempts to plaster simultaneously, and reduction is plastered cost, is accelerated the finishing speed of architectural engineering, is improved efficiency of construction.
Description
Technical field
The utility model belongs to technical field of building construction, more particularly to a kind of shear wall and masonry wall intersection metope powder
Brush constructing structure.
Background technology
Having shaping using the agent structure of aluminum alloy pattern plate construction, impression quality is good, the basic zero deflection of scantling, shear wall
Perpendicularity and flatness≤5mm, so as to reduce the plastering engineering amount of decoration stage in architectural engineering.To masonry wall with cutting
Power wall intersection is plastered, and the amount of plastering is larger, and construction speed is slow.It is also easy to after being plastered in the junction of shear wall and masonry wall
Crack is produced, if shear wall basal plane is dealt with improperly in addition, easily hollowing is produced and crack, construction quality is poor.
Utility model content
The utility model is in order to solve weak point of the prior art, there is provided one kind avoids that crack is produced, shear wall is exempted from
The shear wall and masonry wall intersection wall plaster constructing structure plaster, reduce the amount of plastering, improved construction speed and construction quality.
In order to solve the above technical problems, the utility model adopts the following technical scheme that：Shear wall and masonry wall intersection wall
Flour brush constructing structure, including shear wall and masonry wall, the thickness of shear wall are more than the thickness of masonry wall, and shear wall is set in the same direction
Have and flushed with masonry wall and tongue and groove post that surface is connected, the thickness of tongue and groove post are equal to the thickness of masonry wall；
The two sides of tongue and groove post and masonry wall are disposed with cement sand bed and anticracking grout layer, cracking resistance from inside to outside
The outer surface of screed flushes with shear wall surface, is embedded with cracking resistance steel wire in cement sand bed, pre-buried in anticracking grout layer
There is fiberglass mesh band；
Shear wall surface and anticracking grout layer outer surface are integrally wiped with putty surface layer, and putty surface layer is interior in tongue and groove post and shearing
The intersection of wall is embedded with putty Cracking-proof belt.
The wide 300mm of cracking resistance steel wire, cracking resistance steel wire add iron plate to fix with nailing, adjacent iron plate spacing 200-300mm.
Tongue and groove post width is 150mm, anticracking grout thickness 5mm, fiberglass mesh bandwidth 300mm, putty anticracking bandwidth 50mm.
Using above-mentioned technical proposal, the utility model has the advantages that：By setting 150mm to grow on shear wall
Tongue and groove post, it is to set cracking resistance steel wire to reach the purpose that concrete walls exempt to plaster in tongue and groove post and masonry wall intersection to plaster,
Cracking resistance steel wire makes cement sand bed and masonry wall, tongue and groove cylindricality integral, increases anticracking grout layer and greasy in tongue and groove post position
Sub- Cracking-proof belt reaches the purpose for reducing putty top-crack, cement sand bed, anticracking grout layer and putty surface layer is formed entirety,
It is completely embedded, solves different materials boundary position crack problem, Material shrinkage is produced crack and pass through tongue and groove post, cracking resistance steel wire
The setting of net, fiberglass mesh band and putty Cracking-proof belt is reduced, avoided.Simultaneously reach shear wall and masonry wall with wall thickness requirement simultaneously
The purpose that shear wall exempts to plaster is met, reduces cost of plastering, accelerates the finishing speed of architectural engineering, improves construction effect
Rate.
Brief description of the drawings
Fig. 1 is structural representation of the present utility model.
Embodiment
As shown in figure 1, shear wall of the present utility model and masonry wall intersection wall plaster constructing structure, including shear wall
1 and masonry wall 2, the thickness of shear wall 1 is more than the thickness of masonry wall 2, and shear wall 1 is provided with the same direction to be flushed and table with masonry wall 2
The tongue and groove post 3 of face connection, the thickness of tongue and groove post 3 are equal to the thickness of masonry wall 2.
The two sides of tongue and groove post 3 and masonry wall 2 are disposed with cement sand bed 4 and anticracking grout layer 5 from inside to outside,
The outer surface of anticracking grout layer 5 is flushed with the surface of shear wall 1, and cracking resistance steel wire 6, anticracking grout are embedded with cement sand bed 4
Fiberglass mesh band 7 is embedded with layer 5.
The surface of shear wall 1 and the outer surface of anticracking grout layer 5 are integrally wiped with putty surface layer 8, and putty surface layer 8 is interior in tongue and groove post 3
Putty Cracking-proof belt 9 is embedded with the intersection of shear wall 1.
6 wide 300mm of cracking resistance steel wire, cracking resistance steel wire 6 add iron plate to fix with nailing, adjacent iron plate spacing 200-300mm.
The width of tongue and groove post 3 is 150mm, 5 thick 5mm of anticracking grout layer, 7 wide 300mm of fiberglass mesh band, and putty Cracking-proof belt 9 is wide
50mm。
For the utility model by the tongue and groove post 3 for setting 150mm to grow on shear wall 1, it is in tongue and groove post 3 and masonry wall to plaster
2 intersections set cracking resistance steel wire 6 to reach the purpose that concrete walls exempt to plaster, and cracking resistance steel wire 6 makes cement sand bed 4 and masonry
Wall 2, tongue and groove post 3 form one, increase anticracking grout layer 5 in the position of tongue and groove post 3 and putty Cracking-proof belt 9 reaches reduction putty surface layer
The purpose in 8 cracks, cement sand bed 4, anticracking grout layer 5 and putty surface layer 8 is formed entirety, be completely embedded, solve difference
Material boundary position crack problem, Material shrinkage is produced crack and pass through tongue and groove post 3, cracking resistance steel wire 6, fiberglass mesh band and greasy
The setting of sub- Cracking-proof belt 9 is reduced, avoided.Reach shear wall 1 and masonry wall 2 simultaneously with the requirement of wall thickness and meet shear wall 1
Exempt from the purpose plastered, reduce cost of plastering, accelerate the finishing speed of architectural engineering, improve efficiency of construction.
The present embodiment not makees any formal limitation, every foundation to shape of the present utility model, material, structure etc.
Any simple modification, equivalent change and modification that the technical essence of the utility model is made to above example, belongs to this reality
With the protection domain of new technique scheme.
Claims (3)
1. shear wall and masonry wall intersection wall plaster constructing structure, including shear wall and masonry wall, it is characterised in that：Shearing
The thickness of wall is more than the thickness of masonry wall, and shear wall is provided with the same direction to be flushed and tongue and groove post that surface is connected with masonry wall, tongue and groove
The thickness of post is equal to the thickness of masonry wall；
The two sides of tongue and groove post and masonry wall are disposed with cement sand bed and anticracking grout layer, anticracking grout from inside to outside
The outer surface of layer is flushed with shear wall surface, and cracking resistance steel wire is embedded with cement sand bed, glass is embedded with anticracking grout layer
Fine lengths；
Shear wall surface and anticracking grout layer outer surface are integrally wiped with putty surface layer, in tongue and groove post and shear wall in putty surface layer
Intersection is embedded with putty Cracking-proof belt.
2. shear wall according to claim 1 and masonry wall intersection wall plaster constructing structure, it is characterised in that：Cracking resistance
The wide 300mm of steel wire, cracking resistance steel wire add iron plate to fix with nailing, adjacent iron plate spacing 200-300mm.
3. shear wall according to claim 1 and masonry wall intersection wall plaster constructing structure, it is characterised in that：Tongue and groove
Post width is 150mm, anticracking grout thickness 5mm, fiberglass mesh bandwidth 300mm, putty anticracking bandwidth 50mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720584807.3U CN206722135U (en) | 2017-05-24 | 2017-05-24 | Shear wall and masonry wall intersection wall plaster constructing structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720584807.3U CN206722135U (en) | 2017-05-24 | 2017-05-24 | Shear wall and masonry wall intersection wall plaster constructing structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206722135U true CN206722135U (en) | 2017-12-08 |
Family
ID=60511523
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720584807.3U Active CN206722135U (en) | 2017-05-24 | 2017-05-24 | Shear wall and masonry wall intersection wall plaster constructing structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206722135U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108396888A (en) * | 2018-05-10 | 2018-08-14 | 上海建工建集团有限公司 | Exempt from the connecting node and construction method of plastering concrete walls and blockwork of plastering |
| CN113374221A (en) * | 2021-06-22 | 2021-09-10 | 中国十七冶集团有限公司 | Method for controlling flatness and verticality of plastering surface of aluminum die forming shear wall and building block |
-
2017
- 2017-05-24 CN CN201720584807.3U patent/CN206722135U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108396888A (en) * | 2018-05-10 | 2018-08-14 | 上海建工建集团有限公司 | Exempt from the connecting node and construction method of plastering concrete walls and blockwork of plastering |
| CN113374221A (en) * | 2021-06-22 | 2021-09-10 | 中国十七冶集团有限公司 | Method for controlling flatness and verticality of plastering surface of aluminum die forming shear wall and building block |
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