CN201809873U - Reinforcing aseismatic beam for house - Google Patents
Reinforcing aseismatic beam for house Download PDFInfo
- Publication number
- CN201809873U CN201809873U CN2009202696661U CN200920269666U CN201809873U CN 201809873 U CN201809873 U CN 201809873U CN 2009202696661 U CN2009202696661 U CN 2009202696661U CN 200920269666 U CN200920269666 U CN 200920269666U CN 201809873 U CN201809873 U CN 201809873U
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- CN
- China
- Prior art keywords
- house
- antidetonation
- wall
- antidetonation beam
- aseismatic
- 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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- Load-Bearing And Curtain Walls (AREA)
Abstract
The utility model relates to a reinforcing aseismatic beam for a house, which is characterized in that a plurality of aseismatic beams are mounted on the surface of a load-bearing wall of the house, and the aseismatic beams on the surfaces of different walls are tightened by using steel bars with threads at two ends and nuts; or a steel framework in a precast slab in the house is connected with the reinforcing aseismatic beams for the house together through short steel bars in a welding way. Or, vertical posts can be additionally arranged on the outer surface of an external wall of the house and vertically connected with the aseismatic beams. With the adoption of the reinforcing aseismatic beams for the house, the aseismatic performance of the house can be greatly improved, so that the reinforcing aseismatic beam is particularly applicable to the houses with precast slab structures as a device for improving the aseismatic performance.
Description
Affiliated technical field
The utility model relates to a kind of building strengthening antishock device, and the house with precast plate structure that is particularly useful for having built up is as reinforcing the antidetonation beam.
Background technology
At present, known have a large amount of four sides walls to surround closure side bucket at home, outward to be located on the ground, and steel reinforced concrete precast plate two ends is inserted the house that constitutes in two sidewalls of opposite face respectively.This structure lacks restraint forces to the exterior wall flare, and introversion has very big restraint forces for exterior wall, obviously for house integral structure, and unbalance stress.When taking place, earthquake or inclined building be easy to that precast plate is come off and cause danger and to the destruction in house.Entangle its reason and be since support the distance of the wall at precast plate two ends become big or inclination, collapse due to.
Summary of the invention
For the deficiency of the earthquake-resistant building ability that overcomes pre existing making sheet structure, the utility model provides a kind of building strengthening antidetonation beam.This beam can improve the anti-seismic performance in house, particularly can improve anti-seismic performance to a great extent for the house with precast plate structure that has built up.
The technical scheme that its technical problem that solves the utility model adopts is: a kind of building strengthening antidetonation beam, and on the wall surface in house the antidetonation beam is installed, and the antidetonation beam of different wall surfaces is strained with reinforcing bar.Settle column with the vertical binding of antidetonation beam at the external surface of house sidings.The threaded reinforcing bar in two ends is placed in the precast plate or its below clamps the antidetonation beam again with reinforcing bar and nut welding with pad and nut after passing wall and antidetonation beam again.The antidetonation beam constitutes the antidetonation collar tie beam of closed form or the antidetonation beam of non-closed form.Load bearing wall is arranged in the house, and the precast plate termination is inserted in the house internal loadbearing wall respectively and outward within the walls the time, and internal loadbearing wall both sides, house all will install the antidetonation beam additional and pass this antidetonation beam binding of load bearing wall and exterior wall external surface within doors with reinforcing bar respectively.The antidetonation beam takes the steel frame of welding manner and precast plate inside to link together with bar dowel.
As shown in figures 1 and 3, the external surface that is erected at the external wall of house (5) on the ground (1) faces the precast plate (7) that inserts in the wall and locates to place a closed collar tie beam (2), then the screwed reinforcing bars in two ends (6) are placed in the steel pipe (9) in the precast plate (7), after using pad (3) again and nut (4) being strained the part of the collar tie beam (2) of relative two face walls outside nut and reinforcing bar are welded together.Also will the external surface of wall place vertical binding with collar tie beam and with whole house high column (8) equally.Also can be as shown in Figure 3, reinforcing bar (6) and collar tie beam (2) are placed on the below of precast plate (7).If the wall in house is enough firm, can not install column additional as shown in Figure 2.Also can shown in Fig. 5,6, adopt inc antidetonation beam (10) that column is installed and the inc antidetonation beam (10) that column is not installed.As shown in Figure 7, the house that has load-bearing interior wall (11) that precast plate (7) segmentation is settled for inside, house, can load-bearing interior wall (11) both sides install the antidetonation beam and with two sections reinforcing bars respectively with exterior wall on the structure of antidetonation beam binding.The antidetonation beam can be made with steel concrete or metal material and nonmetals (as plastics, nylon etc.).Also can as shown in Figure 8 the steel frame in the precast plate (as steel pipe (9) or reinforcing bar wherein) be arrived by bar dowel (12) two ends solder joint with antidetonation collar tie beam (2) or antidetonation beam (10).
The beneficial effects of the utility model are that it is balanced making the integrally-built stressed distribution in house, can improve the firm degree and the anti-seismic performance in house to a great extent, thereby prolongs the application life in house.
Description of drawings
Below in conjunction with drawings and Examples the utility model is further specified.
Fig. 1 is the structure principle chart that the utility model has the building strengthening antidetonation collar tie beam of column.
Fig. 2 is that the utility model is not with the structure principle chart of the building strengthening antidetonation collar tie beam of column.
Fig. 3 to be reinforcing bar of the present utility model by precast plate inner and with antidetonation collar tie beam connecting structure schematic diagram.
Fig. 4 is the structure principle chart that antidetonation beam of the present utility model and reinforcing bar are placed on the precast plate below.
Fig. 5 is the structure principle chart that the utility model has the building strengthening antidetonation beam of column.
Fig. 6 is the structure principle chart that the utility model does not have the building strengthening antidetonation beam of column.
Fig. 7 is the structure principle chart that the utility model has the building strengthening antidetonation beam of transition load-bearing interior wall.
Fig. 8 is the direct connecting structure schematic diagram of the utility model precast plate and antidetonation beam.
1. grounds among the figure, 2. collar tie beam, 3. pad, 4. nut, 5. exterior wall, 6. reinforcing bar, 7. precast plate, 8. column, 9. steel pipe, 10. antidetonation beam, 11. load-bearing interior walls, 12. bar dowels.
The specific embodiment
In Fig. 1 or Fig. 2, make the 20 centimetres high collar tie beams (2) that 10 li rice are thick with steel concrete.With diameter is that 20 millimeters reinforcing bar (6) two ends are processed into screw thread and are placed in the inner steel pipe (9) of precast plate (7) and pass wall and collar tie beam (2) welds together nut and reinforcing bar after with pad (3) and nut (4) collar tie beam being strained.Make 20 centimetres wide link vertical of column (8) that 10 cm thicks are equally high with the house with steel concrete with collar tie beam.So just made building strengthening antidetonation collar tie beam.
Claims (6)
1. building strengthening antidetonation beam, the four sides wall surrounds closure side bucket and is located on the ground, steel reinforced concrete precast plate two ends is inserted the house that constitutes in two sidewalls of opposite face respectively, it is characterized in that: the antidetonation beam is installed on the wall surface in the house, and with reinforcing bar the antidetonation beam of different wall surfaces is strained.
2. building strengthening antidetonation beam according to claim 1 is characterized in that: settle column with the vertical binding of antidetonation beam at the external surface of house sidings.
3. building strengthening antidetonation beam according to claim 1 is characterized in that: the threaded reinforcing bar in two ends is placed in the precast plate or its below clamps the antidetonation beam again with reinforcing bar and nut welding with pad and nut after passing wall and antidetonation beam again.
4. building strengthening antidetonation beam according to claim 1 is characterized in that: the antidetonation beam constitutes the antidetonation collar tie beam of closed form.
5. building strengthening antidetonation beam according to claim 1, it is characterized in that: load bearing wall is arranged in the house, the precast plate termination is inserted in the house internal loadbearing wall respectively and outward within the walls the time, and internal loadbearing wall both sides, house all will install the antidetonation beam additional and pass this antidetonation beam binding of load bearing wall and exterior wall external surface within doors with reinforcing bar respectively.
6. building strengthening antidetonation beam according to claim 1 is characterized in that: the antidetonation beam takes the steel frame of welding manner and precast plate inside to link together with bar dowel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009202696661U CN201809873U (en) | 2009-10-31 | 2009-10-31 | Reinforcing aseismatic beam for house |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009202696661U CN201809873U (en) | 2009-10-31 | 2009-10-31 | Reinforcing aseismatic beam for house |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201809873U true CN201809873U (en) | 2011-04-27 |
Family
ID=43892814
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2009202696661U Expired - Fee Related CN201809873U (en) | 2009-10-31 | 2009-10-31 | Reinforcing aseismatic beam for house |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201809873U (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103352584A (en) * | 2013-07-09 | 2013-10-16 | 北京筑福国际工程技术有限责任公司 | Externally covering strengthening method |
| CN103912131A (en) * | 2013-01-08 | 2014-07-09 | 田新明 | Repair method for patand breakage |
| CN104508219A (en) * | 2012-07-02 | 2015-04-08 | Jfe土木株式会社 | Aseismic reinforcing structure |
| CN109356403A (en) * | 2018-11-15 | 2019-02-19 | 浙江华恒建筑设计有限公司 | A kind of antidetonation buffer-type integrated house |
| CN110056201A (en) * | 2019-02-21 | 2019-07-26 | 北京筑福建筑科学研究院有限责任公司 | A kind of old house increases area structure using jacket-type and reinforces and its construction method |
| CN110748186A (en) * | 2019-10-25 | 2020-02-04 | 徐子泰 | Energy-saving construction process for old building transformation |
-
2009
- 2009-10-31 CN CN2009202696661U patent/CN201809873U/en not_active Expired - Fee Related
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104508219A (en) * | 2012-07-02 | 2015-04-08 | Jfe土木株式会社 | Aseismic reinforcing structure |
| CN104508219B (en) * | 2012-07-02 | 2017-07-18 | Jfe土木株式会社 | Antidetonation reinforcement structure |
| CN103912131A (en) * | 2013-01-08 | 2014-07-09 | 田新明 | Repair method for patand breakage |
| CN103352584A (en) * | 2013-07-09 | 2013-10-16 | 北京筑福国际工程技术有限责任公司 | Externally covering strengthening method |
| CN103352584B (en) * | 2013-07-09 | 2015-10-14 | 北京筑福国际工程技术有限责任公司 | A kind of jacket-type reinforcement means |
| CN109356403A (en) * | 2018-11-15 | 2019-02-19 | 浙江华恒建筑设计有限公司 | A kind of antidetonation buffer-type integrated house |
| CN110056201A (en) * | 2019-02-21 | 2019-07-26 | 北京筑福建筑科学研究院有限责任公司 | A kind of old house increases area structure using jacket-type and reinforces and its construction method |
| CN110748186A (en) * | 2019-10-25 | 2020-02-04 | 徐子泰 | Energy-saving construction process for old building transformation |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20110427 Termination date: 20111031 |