CN208168417U - A kind of frame column seismic reinforcing structure - Google Patents
A kind of frame column seismic reinforcing structure Download PDFInfo
- Publication number
- CN208168417U CN208168417U CN201820289691.5U CN201820289691U CN208168417U CN 208168417 U CN208168417 U CN 208168417U CN 201820289691 U CN201820289691 U CN 201820289691U CN 208168417 U CN208168417 U CN 208168417U
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- Prior art keywords
- newly
- frame column
- increased
- former frame
- main reinforcement
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- Reinforcement Elements For Buildings (AREA)
Abstract
The utility model provides a kind of frame column seismic reinforcing structure, and the ruggedized construction includes former frame column, expands and build part, newly-increased main reinforcement, newly-increased stirrup, increase short lacing wire newly；The original frame column is existing building concrete frame trestle；Described expand builds part as the part for the build that extends outwardly on the basis of former frame column；The corner location for expanding and building the corresponding former frame column in part is arranged in the newly-increased main reinforcement；The newly-increased stirrup be around newly-increased one surrounding of main reinforcement at rectangle bar construction；Described to increase the short newly-increased stirrup of lacing wire one end connection newly, the other end is extended in former frame column and is connect with former frame column bar planting；The structure can improve basic shearing resistance intensity, the Antiseismic building demand after meeting plus building, and structure is simple, easy for construction.
Description
Technical field
The utility model relates to building foundation technical field more particularly to a kind of frame column seismic reinforcing structures.
Background technique
In general, the frame structure that the building in earthquake section needs more to consolidate is built, to meet Antiseismic building requirement.
For the inhering architecture in earthquake section, such as because demand factor needs plus builds, it is necessary to the frame structure and base of the building
Plinth carries out reinforcing build.The reinforcing of concrete frame trestle is built, often will appear reinforcing deficiency or because construction problem causes
Construction quality it is poor the problems such as.
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 frame column resistance to earthquake strengthening knot is provided
Structure, the structure can improve basic shearing resistance intensity, the Antiseismic building demand after meeting plus building, and structure is simple, easy for construction.
To achieve the above object, the technical solution adopted in the utility model is：A kind of frame column seismic reinforcing structure, it is described
Ruggedized construction includes former frame column, expands and build part, newly-increased main reinforcement, newly-increased stirrup, increase short lacing wire newly；The original frame column
For existing building concrete frame trestle；Described expand builds part as the portion for the build that extends outwardly on the basis of former frame column
Point；The corner location for expanding and building the corresponding former frame column in part is arranged in the newly-increased main reinforcement；The newly-increased stirrup is around newly-increased
One surrounding of main reinforcement at rectangle bar construction；Described to increase the short newly-increased stirrup of lacing wire one end connection newly, the other end extends to former frame
It is connect in column and with former frame column bar planting.
Preferably, the size of the newly-increased main reinforcement is diameter 14mm, every side is arranged four.
Preferably, the size of the newly-increased stirrup is diameter 10mm, spacing 100-200mm.
The utility model has the beneficial effects that：The structure can improve basic shearing resistance intensity, the building after meeting plus building
Antidetonation demand, 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 former frame column structural schematic diagram, and Fig. 2 is ruggedized construction schematic diagram.
Wherein：1 is former frame column, and 2 is expand build part, and 3 be newly-increased main reinforcement, and 4 be newly-increased stirrup, and 5 be to increase short drawing newly
Muscle.
Specific embodiment
In conjunction with attached drawing, the utility model is described in further detail.
As shown, a kind of frame column seismic reinforcing structure, the ruggedized construction includes former frame column 1, expands and build
Part 2, newly-increased stirrup 4, increases short lacing wire 5 newly at newly-increased main reinforcement 3；The original frame column 1 is existing building concrete frame trestle；Institute
It states and expands that build part 2 be the part of build of extending outwardly on the basis of former frame column 1；The setting of newly-increased main reinforcement 3 is being expanded
The big corner location for building the corresponding former frame column 1 in part 2；The newly-increased stirrup 4 be around newly-increased 3 one surrounding of main reinforcement at rectangle steel
Muscle structure；Described to increase the short newly-increased stirrup 4 of 5 one end of lacing wire connection newly, the other end is extended in former frame column 1 and is planted with former frame column
Muscle connection.
In specific implementation, the size of the newly-increased main reinforcement 3 is diameter 14mm, and every side is arranged four.
In specific implementation, the size of the newly-increased stirrup 4 is diameter 10mm, spacing 100-200mm.
It is first pre-buried in former frame column 1 to increase short lacing wire 5 newly when practice of construction, and increasing short lacing wire 5 newly and be arranged in former frame
It is repaired in the newly-increased main reinforcement 3 of 1 corner location of trestle and sets newly-increased stirrup 4, formed to expand finally by concrete perfusion and build part 2.
Claims (3)
1. a kind of frame column seismic reinforcing structure, it is characterised in that：The ruggedized construction includes former frame column, expands build portion
Divide, newly-increased main reinforcement, newly-increased stirrup, increase short lacing wire newly；The original frame column is existing building concrete frame trestle；The expansion is repaired
Part is built as the part for the build that extends outwardly on the basis of former frame column；The newly-increased main reinforcement setting is right in expansion build part
Answer the corner location of former frame column；The newly-increased stirrup be around newly-increased one surrounding of main reinforcement at rectangle bar construction；It is described newly-increased
Short lacing wire one end connects newly-increased stirrup, and the other end is extended in former frame column and connect with former frame column bar planting.
2. a kind of frame column seismic reinforcing structure according to claim 1, it is characterised in that：The size of the newly-increased main reinforcement
For diameter 14mm, every side is arranged four.
3. a kind of frame column seismic reinforcing structure according to claim 1, it is characterised in that：The size of the newly-increased stirrup
For diameter 10mm, spacing 100-200mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820289691.5U CN208168417U (en) | 2018-03-01 | 2018-03-01 | A kind of frame column seismic reinforcing structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820289691.5U CN208168417U (en) | 2018-03-01 | 2018-03-01 | A kind of frame column seismic reinforcing structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208168417U true CN208168417U (en) | 2018-11-30 |
Family
ID=64384835
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820289691.5U Expired - Fee Related CN208168417U (en) | 2018-03-01 | 2018-03-01 | A kind of frame column seismic reinforcing structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208168417U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114086719A (en) * | 2020-08-24 | 2022-02-25 | 江文财 | Combination structure of column-in-column combined enclosure |
-
2018
- 2018-03-01 CN CN201820289691.5U patent/CN208168417U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114086719A (en) * | 2020-08-24 | 2022-02-25 | 江文财 | Combination structure of column-in-column combined enclosure |
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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: 20181130 Termination date: 20190301 |