CN207934486U - A kind of connection structure of masonry bearing capacity metope and basis - Google Patents
A kind of connection structure of masonry bearing capacity metope and basis Download PDFInfo
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- CN207934486U CN207934486U CN201820329353.XU CN201820329353U CN207934486U CN 207934486 U CN207934486 U CN 207934486U CN 201820329353 U CN201820329353 U CN 201820329353U CN 207934486 U CN207934486 U CN 207934486U
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- existing wall
- metope
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Abstract
The utility model provides a kind of connection structure of masonry bearing capacity metope and basis, and the connection structure includes existing wall, bar-mat reinforcement, smears slurry metope, blinding layer, face layer, bar planting；The existing wall is the brick structure wall of original building；The bar-mat reinforcement is the bar construction that fitting is laid on existing wall two sides, is tensed on existing wall by tension rib；The slurry metope of smearing is cement mortar metope of perfusion build on the basis of bar-mat reinforcement；The blinding layer is the foundation of the timber structure roof truss of existing wall；The face layer is house earth surface layer, is laid on blinding layer；The face layer is embedded with bar planting in existing wall two bottom sides, which is welded on the bar-mat reinforcement on existing wall two sides.
Description
Technical field
The utility model is related to building foundation technical field more particularly to the companies of a kind of masonry bearing capacity metope and basis
Binding structure.
Background technology
The last century of most domestic builds based on masonry structure, and stability and service life are all gradually unsatisfactory for wanting
It asks.For part is significant and the masonry structure of use value is built, in order in the case where not destroying script structure more
Good preservation original building, it is common practice to be reinforced in the outside of original structure, but the problem of due to construction nuclear material, very much
The requirement of service life is all not achieved in reinforcing engineering, and problem has more the junction for reinforcing metope and original building basis now.
Utility model content
The purpose of this utility model is that it is in view of the drawbacks of the prior art and insufficient, a kind of masonry bearing capacity metope is provided
With the connection structure on basis, which it is anti-to improve masonry structure building in the case where not destroying original structure and overall appearance
Bearing capacity is pressed, and simple in structure, it is easy for construction.
To achieve the above object, the technical solution adopted in the utility model is：A kind of masonry bearing capacity metope and basis
Connection structure, the connection structure includes existing wall, bar-mat reinforcement, smear slurry metope, blinding layer, face layer, bar planting；It is described
Existing wall is the brick structure wall of original building；The bar-mat reinforcement is the bar construction that fitting is laid on existing wall two sides,
It is tensed on existing wall by tension rib；The slurry metope of smearing is cement mortar wall of perfusion build on the basis of bar-mat reinforcement
Face；The blinding layer is the foundation of the timber structure roof truss of existing wall；The face layer is house earth surface layer, is laid on base
On plinth bed course；The face layer is embedded with bar planting in existing wall two bottom sides, which is welded to the reinforcing bar on existing wall two sides
On the net.
Preferably, the thickness for smearing slurry metope is 30-40mm.
Preferably, the length of embedment of the bar planting is 200-250mm.
The utility model has the beneficial effects that：The structure can be improved in the case where not destroying original structure and overall appearance
Masonry structure builds Compressive Bearing Capacity, and simple in structure, easy for construction.
Description of the drawings
Attached drawing described herein is to be used to provide a further understanding of the present invention, and constitutes one of the application
Point, but do not constitute the restriction to the utility model.
Fig. 1 is attachment structure schematic diagram.
Wherein：1 is existing wall, and 2 be bar-mat reinforcement, and 3 is smear slurry metope, and 4 be basic bed course, and 5 be face layer, and 6 be bar planting.
Specific implementation mode
In conjunction with attached drawing, the utility model is described in further detail.
As shown, the connection structure of a kind of masonry bearing capacity metope and basis, the connection structure includes existing
Wall 1, bar-mat reinforcement 2 smear slurry metope 3, blinding layer 4, face layer 5, bar planting 6；The existing wall 1 is the brick structure of original building
Wall；The bar-mat reinforcement 2 is the bar construction that fitting is laid on 1 two sides of existing wall, is tensed in existing wall 1 by tension rib
On；The slurry metope 3 of smearing is cement mortar metope of perfusion build on the basis of bar-mat reinforcement 2；The blinding layer 4 is existing wall
The foundation of the timber structure roof truss of body 1；The face layer 5 is house earth surface layer, is laid on blinding layer 4；The face layer 5 exists
1 two bottom sides of existing wall are embedded with bar planting 6, which is welded on the bar-mat reinforcement 2 on 1 two sides of existing wall.
When it is implemented, the thickness for smearing slurry metope 3 is 30-40mm.
When it is implemented, the length of embedment of the bar planting 6 is 200-250mm.
When practice of construction, the bar planting 6 of 200-250mm is first embedded into face layer 5.It is bonded and is laid on the two sides of existing wall 1
Bar-mat reinforcement 2, and be fastened on existing wall 1 with tension rib.2 bottom of bar-mat reinforcement and the bar planting 6 in face layer 5 are connected by welding
It connects, processing formation 30-40mm thick smearing finally is perfused on the basis of bar-mat reinforcement 2 and starches metope 3.
Claims (3)
1. the connection structure of a kind of masonry bearing capacity metope and basis, it is characterised in that：The connection structure includes existing
Wall, bar-mat reinforcement smear slurry metope, blinding layer, face layer, bar planting；The existing wall is the brick structure wall of original building；Institute
It is the bar construction that fitting is laid on existing wall two sides to state bar-mat reinforcement, is tensed on existing wall by tension rib；It is described to smear
Slurry metope is cement mortar metope of perfusion build on the basis of bar-mat reinforcement；The blinding layer is the timber structure room of existing wall
The foundation of frame；The face layer is house earth surface layer, is laid on blinding layer；The face layer is in existing wall two bottom sides
It is embedded with bar planting, which is welded on the bar-mat reinforcement on existing wall two sides.
2. the connection structure of a kind of masonry bearing capacity metope according to claim 1 and basis, it is characterised in that：It is described
The thickness for smearing slurry metope is 30-40mm.
3. the connection structure of a kind of masonry bearing capacity metope according to claim 1 and basis, it is characterised in that：It is described
The length of embedment of bar planting is 200-250mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820329353.XU CN207934486U (en) | 2018-03-09 | 2018-03-09 | A kind of connection structure of masonry bearing capacity metope and basis |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820329353.XU CN207934486U (en) | 2018-03-09 | 2018-03-09 | A kind of connection structure of masonry bearing capacity metope and basis |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207934486U true CN207934486U (en) | 2018-10-02 |
Family
ID=63654549
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820329353.XU Expired - Fee Related CN207934486U (en) | 2018-03-09 | 2018-03-09 | A kind of connection structure of masonry bearing capacity metope and basis |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207934486U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109113368A (en) * | 2018-10-18 | 2019-01-01 | 中天建设集团有限公司 | A kind of double net pulling type shear walls and its reinforced construction method |
| CN109184254A (en) * | 2018-10-23 | 2019-01-11 | 贵州中建建筑科研设计院有限公司 | A kind of construction method and structure increasing partition wall newly on existing building floor |
-
2018
- 2018-03-09 CN CN201820329353.XU patent/CN207934486U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109113368A (en) * | 2018-10-18 | 2019-01-01 | 中天建设集团有限公司 | A kind of double net pulling type shear walls and its reinforced construction method |
| CN109184254A (en) * | 2018-10-23 | 2019-01-11 | 贵州中建建筑科研设计院有限公司 | A kind of construction method and structure increasing partition wall newly on existing building floor |
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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: 20181002 Termination date: 20190309 |