CN208310278U - A kind of concrete and masonry mixed column ruggedized construction - Google Patents
A kind of concrete and masonry mixed column ruggedized construction Download PDFInfo
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- CN208310278U CN208310278U CN201820456327.3U CN201820456327U CN208310278U CN 208310278 U CN208310278 U CN 208310278U CN 201820456327 U CN201820456327 U CN 201820456327U CN 208310278 U CN208310278 U CN 208310278U
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Abstract
The utility model provides a kind of concrete and masonry mixed column ruggedized construction, and the ruggedized construction includes existed concrete bridge column, existing masonry column, newly-increased concrete frame column, steel mesh, horizontal bar planting, the bar planting of oblique pull angle；The existed concrete bridge column is the concrete parts for accounting for former mixed column half volume；The existing masonry column is the masonry rod structure for accounting for former mixed column half volume；The existed concrete bridge column and existing masonry column merge to form building rectangular frame mixed column；The newly-increased concrete frame column is the concrete frame rod structure wrapped up in outside Xiu Zhus outside mixed column；The steel mesh is the steel bar framework structure being arranged in newly-increased concrete frame column；The horizontal bar planting is that one end is welded on steel mesh, and the other end runs through the bar planting of newly-increased concrete frame column embedment existed concrete bridge column；Oblique pull angle bar planting is that the bar planting in corresponding two corners of existing masonry column is arranged in, and oblique pull angle bar planting both ends are respectively welded on the steel mesh of corner both sides.
Description
Technical field
The utility model relates to building structure technology fields more particularly to a kind of concrete and masonry mixed column to reinforce knot
Structure.
Background technique
Last century part building using half concrete, half masonry structure as building frame, for of the remote past and have important
The building of historic significance needs to safeguard building by being transformed to reinforce.By prolonged sedimentation and deformation, original building
The mixed structure frame of object will appear different degrees of deformation, in general, being able to satisfy building carrying by reinforcing after maintenance
It is required that but in most of engineering due to material or construction the problem of and occur the case where consolidation effect does not reach requirement frequently.
Utility model content
The purpose of this utility model is that in view of the drawbacks of the prior art and insufficient, a kind of concrete and masonry mixing are provided
Column ruggedized construction, the structure can meet reinforcement criteria, and structure in the case where not changing original building appearance and basic layout
Simply, easy for construction.
A kind of in order to achieve the above purposes, the technical solution adopted by the utility model is: concrete and masonry mixed column are reinforced
Structure, the ruggedized construction include existed concrete bridge column, existing masonry column, newly-increased concrete frame column, steel mesh, horizontal bar planting,
The bar planting of oblique pull angle；The existed concrete bridge column is the concrete parts for accounting for former mixed column half volume；The existing masonry column is
Account for the masonry rod structure of former mixed column half volume；The existed concrete bridge column and existing masonry column merge to form building rectangle
Frame mixed column；The newly-increased concrete frame column is the concrete frame rod structure wrapped up in outside Xiu Zhus outside mixed column；The steel mesh
For the steel bar framework structure being arranged in newly-increased concrete frame column；The horizontal bar planting is that one end is welded on steel mesh, the other end
Through the bar planting of newly-increased concrete frame column embedment existed concrete bridge column；Oblique pull angle bar planting is that setting is corresponding in existing masonry column
Two corners bar planting, oblique pull angle bar planting both ends are respectively welded on the steel mesh of corner both sides.
Preferably, reinforcing bar of the steel mesh having a size of diameter 8mm, spacing 100mm.
Preferably, the reinforcing bar of the horizontal bar planting and the bar planting of oblique pull angle having a size of 8mm, spacing 100mm.
The beneficial effects of the utility model are: the structure can be in the case where not changing original building appearance and basic layout
Meet reinforcement criteria, and structure is simple, it is easy for construction.
Detailed description of the invention
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 ruggedized construction schematic diagram.
Wherein: 1 is existed concrete bridge column, and 2 be existing masonry column, and 3 be newly-increased concrete frame column, and 4 be steel mesh, and 5 be cross
Bar planting, 6 be the bar planting of oblique pull angle.
Specific embodiment
In conjunction with attached drawing, the utility model is described in further detail.
As shown, a kind of concrete and masonry mixed column ruggedized construction, the ruggedized construction include existed concrete bridge
Column 1, existing masonry column 2, newly-increased concrete frame column 3, steel mesh 4, horizontal bar planting 5, oblique pull angle bar planting 6；The existed concrete bridge column 1
For the concrete parts for accounting for former mixed column half volume；The existing masonry column 2 is the masonry column for accounting for former mixed column half volume
Structure；The existed concrete bridge column 1 and the merging of existing masonry column 2 form building rectangular frame mixed column；The newly-increased coagulation
Native frame column 3 is the concrete frame rod structure wrapped up in outside Xiu Zhus outside mixed column；The steel mesh 4 is to be arranged in newly-increased concrete frame column
Steel bar framework structure in 3；The horizontal bar planting 5 is that one end is welded on steel mesh 4, and the other end runs through newly-increased concrete frame column 3
It is embedded to the bar planting of existed concrete bridge column 1；Oblique pull angle bar planting 6 is that the plant in existing 2 corresponding two corners of masonry column is arranged in
Muscle, 6 both ends of oblique pull angle bar planting are respectively welded on corner both sides steel mesh 4.
When it is implemented, the reinforcing bar of the steel mesh 4 having a size of diameter 8mm, spacing 100mm.
When it is implemented, the reinforcing bar of the horizontal bar planting 5 and oblique pull angle bar planting 6 having a size of 8mm, spacing 100mm.
When practice of construction, former mixed column concrete parts are first carried out dabbing operation, then in existed concrete bridge column 1 and existing
2 surface of masonry column carries out the setting of steel mesh 4, and horizontal bar planting 5 is embedded into the existed concrete bridge column 1 of design position, cross
Bar planting 5 and oblique pull angle bar planting 6 are welded on steel mesh 4, and last Reperfu- sion is built into newly-increased concrete frame column 3.
Claims (3)
1. a kind of concrete and masonry mixed column ruggedized construction, it is characterised in that: the ruggedized construction includes existed concrete bridge
Column, existing masonry column, newly-increased concrete frame column, steel mesh, horizontal bar planting, the bar planting of oblique pull angle；The existed concrete bridge column is to account for original
The concrete parts of mixed column half volume；The existing masonry column is the masonry rod structure for accounting for former mixed column half volume；Institute
It states existed concrete bridge column and existing masonry column merges to form building rectangular frame mixed column；The newly-increased concrete frame column is outer
Wrap up in the concrete frame rod structure built outside mixed column；The steel mesh is the steel bar framework being arranged in newly-increased concrete frame column
Structure；The horizontal bar planting is that one end is welded on steel mesh, and the other end runs through newly-increased concrete frame column and is embedded to existed concrete bridge column
Bar planting；Oblique pull angle bar planting is that the bar planting in corresponding two corners of existing masonry column is arranged in, oblique pull angle bar planting both ends point
It is not welded on the steel mesh of corner both sides.
2. a kind of concrete according to claim 1 and masonry mixed column ruggedized construction, it is characterised in that: the steel mesh
Reinforcing bar having a size of diameter 8mm, spacing 100mm.
3. a kind of concrete according to claim 1 and masonry mixed column ruggedized construction, it is characterised in that: the horizontal bar planting
Reinforcing bar with the bar planting of oblique pull angle having a size of 8mm, spacing 100mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820456327.3U CN208310278U (en) | 2018-03-29 | 2018-03-29 | A kind of concrete and masonry mixed column ruggedized construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820456327.3U CN208310278U (en) | 2018-03-29 | 2018-03-29 | A kind of concrete and masonry mixed column ruggedized construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208310278U true CN208310278U (en) | 2019-01-01 |
Family
ID=64718241
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820456327.3U Active CN208310278U (en) | 2018-03-29 | 2018-03-29 | A kind of concrete and masonry mixed column ruggedized construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208310278U (en) |
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2018
- 2018-03-29 CN CN201820456327.3U patent/CN208310278U/en active Active
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CP03 | Change of name, title or address |
Address after: 518000 zhuoyuhui b1810, excellence Meilin Central Plaza (South District), No. 126, Zhongkang Road, Meidu community, Meilin street, Futian District, Shenzhen, Guangdong Province Patentee after: Shenzhen Zhonggu Construction Group Co.,Ltd. Patentee after: Pan Fuxiang Address before: 518000 808, block a, Haoming Fortune Plaza, Shennan Avenue, Futian District, Shenzhen, Guangdong Patentee before: SHENZHEN ZHONGGU BUILDING REINFORCING TECHNOLOGY Co.,Ltd. Patentee before: Pan Fuxiang |
|
| CP03 | Change of name, title or address |