CN208220254U - Repairing and reinforcement structure after a kind of shake of prefabricated floor - Google Patents
Repairing and reinforcement structure after a kind of shake of prefabricated floor Download PDFInfo
- Publication number
- CN208220254U CN208220254U CN201820493182.4U CN201820493182U CN208220254U CN 208220254 U CN208220254 U CN 208220254U CN 201820493182 U CN201820493182 U CN 201820493182U CN 208220254 U CN208220254 U CN 208220254U
- Authority
- CN
- China
- Prior art keywords
- floor
- existing wall
- angle
- steel
- channel steel
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
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- Working Measures On Existing Buildindgs (AREA)
Abstract
The utility model provides repairing and reinforcement structure after a kind of shake of prefabricated floor, and the ruggedized construction includes existing wall, floor, channel steel, angle steel, bolt;The existing wall is original building bearing wall structure;The floor is original building floor prefabricated partition, which extends vertically through in existing wall, and it is to need to repair floor after shaking that floor, which is located at two existing wall interludes,;The opening up fitting setting of channel steel need to repair soffit, and extend to existing wall to both sides;The angle steel is separately positioned on existing wall and floor top surface angle, existing wall and soffit angle and channel steel bottom surface and existing wall angle;The bolt-through floor and existing wall mutually fasten angle steel and channel steel.
Description
Technical field
The utility model relates to repairing and reinforcement knots behind building structure technology field more particularly to a kind of shake of prefabricated floor
Structure.
Background technique
For the building in earthquake zone area, need to meet anti-seismic structure requirement and rigidity requirement.Even if in this way, earthquake
It the case where still will appear damaged and malformation afterwards, needs to carry out repairing and reinforcement transformation to it.For prefabricated floor, due to knot
Structure and problem of materials, often crack and Stiffness are unsatisfactory for the case where requiring after appearance shake, need to carry out repairing and reinforcement to this.
Utility model content
The purpose of this utility model is that in view of the drawbacks of the prior art and insufficient, repaired after a kind of prefabricated floor shake is provided
It is added with fixing structure, which carries after being able to satisfy building shake and rigidity requirement, does not influence original appearance, and structure is simple, applies
Work is convenient.
Repairing and reinforcement after a kind of prefabricated floor shake that in order to achieve the above purposes, the technical solution adopted by the utility model is:
Structure, the ruggedized construction include existing wall, floor, channel steel, angle steel, bolt;The existing wall holds for original building
Weight wall body structure;The floor is original building floor prefabricated partition, which extends vertically through in existing wall, and floor is located at
Two existing wall interludes are to need to repair floor after shaking;The opening up fitting setting of channel steel need to repair soffit,
And existing wall is extended to both sides;The angle steel is separately positioned on existing wall and floor top surface angle, existing wall and building
Board bottom face angle and channel steel bottom surface and existing wall angle;The bolt-through floor and existing wall are mutual angle steel and channel steel
Fastening.
Preferably, being equipped with equidistant horizontally disposed three steel plate in the channel steel.
The beneficial effects of the utility model are: the structure carries after being able to satisfy building shake and rigidity requirement, this is not influenced
Carry out appearance, 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 facade diagrammatic cross-section, and Fig. 2 is ruggedized construction side profile schematic diagram.
Wherein: 1 is existing wall, and 2 be floor, and 3 be channel steel, and 4 be angle steel, and 5 be bolt.
Specific embodiment
In conjunction with attached drawing, the utility model is described in further detail.
As shown, repairing and reinforcement structure after a kind of shake of prefabricated floor, the ruggedized construction include existing wall 1,
Floor 2, channel steel 3, angle steel 4, bolt 5;The existing wall 1 is original building bearing wall structure;The floor 2 is original building
Object floor prefabricated partition, the floor 2 are extended vertically through in existing wall 1, and it is to shake that floor 2, which is located at two existing 1 interludes of wall,
After need repair floor;The channel steel 3 opening up fitting setting need to repair 2 bottom surface of floor, and extend to existing wall to both sides
Body 1;The angle steel 4 is separately positioned on existing wall 1 and 2 top surface angle of floor, existing wall 1 and 2 bottom surface angle of floor and slot
3 bottom surface of steel and existing 1 angle of wall;The bolt 5 mutually fastens angle steel 4 and channel steel 3 through floor 2 and existing wall 1.
When it is implemented, being equipped with equidistant horizontally disposed three steel plate in the channel steel 3.
When practice of construction, first the horizontal steel plate in channel steel 3 and channel steel 3 is arranged in fitting under 2 bottom surface of problem floor, then right
It answers position to install angle steel 4, finally angle steel 4 and channel steel 3 is fastened on existing wall 1 and floor 2 with bolt 5.
Claims (2)
1. repairing and reinforcement structure after a kind of prefabricated floor shake, it is characterised in that: include existing wall, floor, channel steel, angle
Steel, bolt;The existing wall is original building bearing wall structure;The floor is original building floor prefabricated partition,
The floor is extended vertically through in existing wall, and it is to need to repair floor after shaking that floor, which is located at two existing wall interludes,;The channel steel
Opening up fitting setting need to repair soffit, and extend to existing wall to both sides;The angle steel is separately positioned on both
There are wall and floor top surface angle, existing wall and soffit angle and channel steel bottom surface and existing wall angle;The bolt
Angle steel and channel steel are mutually fastened through floor and existing wall.
2. repairing and reinforcement structure after a kind of prefabricated floor shake according to claim 1, it is characterised in that: in the channel steel
Equipped with equidistant horizontally disposed three steel plate.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201820493182.4U CN208220254U (en) | 2018-03-30 | 2018-03-30 | Repairing and reinforcement structure after a kind of shake of prefabricated floor |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201820493182.4U CN208220254U (en) | 2018-03-30 | 2018-03-30 | Repairing and reinforcement structure after a kind of shake of prefabricated floor |
Publications (1)
Publication Number | Publication Date |
---|---|
CN208220254U true CN208220254U (en) | 2018-12-11 |
Family
ID=64514363
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201820493182.4U Expired - Fee Related CN208220254U (en) | 2018-03-30 | 2018-03-30 | Repairing and reinforcement structure after a kind of shake of prefabricated floor |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN208220254U (en) |
-
2018
- 2018-03-30 CN CN201820493182.4U patent/CN208220254U/en not_active Expired - Fee Related
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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: 20181211 Termination date: 20190330 |