CN205369976U - House reinforcement device - Google Patents
House reinforcement device Download PDFInfo
- Publication number
- CN205369976U CN205369976U CN201620178666.0U CN201620178666U CN205369976U CN 205369976 U CN205369976 U CN 205369976U CN 201620178666 U CN201620178666 U CN 201620178666U CN 205369976 U CN205369976 U CN 205369976U
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- pillar
- plate
- lower plate
- upper plate
- reinforce
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- 230000002787 reinforcement Effects 0.000 title abstract description 13
- 230000003014 reinforcing effect Effects 0.000 claims description 36
- 238000005728 strengthening Methods 0.000 claims description 17
- 230000000694 effects Effects 0.000 description 19
- 238000000034 method Methods 0.000 description 6
- 238000007596 consolidation process Methods 0.000 description 4
- 238000011900 installation process Methods 0.000 description 4
- 230000009545 invasion Effects 0.000 description 4
- 238000010276 construction Methods 0.000 description 3
- 229910000831 Steel Inorganic materials 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000011435 rock Substances 0.000 description 1
- 229910001220 stainless steel Inorganic materials 0.000 description 1
- 239000010935 stainless steel Substances 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
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- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The utility model provides a house reinforcement device, includes the pillar, is provided with circular or square upper plate on the pillar, and upper plate below is provided with the hypoplastron, is connected through the curb plate between upper plate and the hypoplastron, and the curb plate is perhaps leanin outwards, is the contained angle between curb plate and the hypoplastron and is 15~75, be provided with a plurality of between upper plate and the hypoplastron and consolidate pillar A, all be connected with between per two reinforcement pillar A and consolidate pillar B, the one end and a reinforcement pillar A's the top that consolidate pillar B are connected and are constituted triangle -shaped between the other end and adjacent another reinforcement pillar A's the feasible reinforcement pillar A of end -to -end connection, reinforcement pillar B and upper plate or the hypoplastron. The hypoplastron below is provided with L type backup pad, and L type backup pad is fixed on the pillar through annular snap close piece. A house reinforcement device's advantage lie in, rational in infrastructure, more firm, can resist the earthquake, safer, can prolong service life of house.
Description
Technical field
This utility model relates to high-story house construction applications, particularly to a kind of device that can reinforce house crossbeam.
Background technology
Along with the development in city, skyscraper is more and more universal.In skyscraper, the girder construction of building needs the load that carrying is very big, causes that the girder construction common configuration of building is complicated, and weight is big, transport inconvenience.Frequently there is big small earthquake in present various places, has certain hidden danger at various earthquake middle-high buildings, and crossbeam is then particularly important as the nervus centralis of building.
Documents CN201420297341.5, although also the crossbeam in skyscraper has been carried out reinforcement effect, but stainless steel strut does not have supporting plate then to make weight capacity greatly reduce only by securing member locking lower section, still there is certain potential safety hazard.Simultaneously, it is be arranged in parallel to be perpendicular to horizontal plane between each reinforcing bar, it is not most stable of shape that reinforcing bar forms tetragon with cover plate and steel plate framework, certain protection effect is not had for earthquake, the process of rocking is easily deformed, thus causing the inclination of high-rise, form very big potential safety hazard.
Summary of the invention
Technical problem to be solved in the utility model is to provide a kind of rational in infrastructure, firmly, it is possible to resist earthquake, more safer, it is possible to extend the building strengthening device of the house's vives.
The technical scheme that this utility model solves above-mentioned technical problem is as follows:
A kind of building strengthening device, including pillar, pillar is provided with circular or square upper plate, and upper plate is arranged below lower plate, is connected by side plate between upper plate with lower plate, and side plate outwardly or inwardly tilts, and between side plate and lower plate, be angle is 15 ° ~ 75 °；It is provided with several between described upper plate and lower plate and reinforces pillar A, all be connected to reinforcing pillar B between every two reinforcing pillar A, one end of described reinforcing pillar B and the top of a reinforcing pillar A connect the other end reinforce with another adjacent root the end of pillar A connect make to reinforce pillar A, reinforce between pillar B and upper plate or lower plate triangle.It is known that, triangle is most stable of shape, reinforce pillar A as can be seen here, reinforce and triangle between pillar B and upper plate or lower plate can bear bigger weight, so that skyscraper is safer, it also is able to resist greatly the invasion and attack of earthquake, constantly vibrations keep stablizing of building structure to be unlikely to offset such that it is able to extend the inhabitation service life in house.
Further, described lower plate is arranged below L-type gripper shoe, and L-type gripper shoe is fixed on pillar by ring lock fastener.The position of upper plate and lower plate can be further strengthened by arranging L-type gripper shoe, it is unlikely to glide, better adds the stability of house beam, it is prevented that cause in seismic process and rock, thus causing that lower plate glides or comes off, thus also further extending the inhabitation service life in house.
Further, described L-type gripper shoe is arranged below supporting plate, and supporting plate regulates position by fixture.Owing to supporting plate can move up and down, then in installation process easily, after gripper shoe fixes, gripper shoe, to gripper shoe, is carried out again position and fixes, play better reinforcement effect by mobile pallet.
Further, between described reinforcing pillar A and reinforcing pillar B, institute is angled is 15 ° ~ 120 °.When reinforcing pillar A and to reinforce between pillar B that institute is angled be 15 ° ~ 120 °; the supporting role played is big; can ensure that in the slosh for several times that earthquake arrives upper plate and lower plate will not deform; thus ensureing that whole building structure does not result in inclination or fracture, bring better protected effect can to the citizen lived.
Further, described reinforcing pillar A and pillar are parallel and perpendicular to horizontal plane.
Further, between described reinforcing pillar A and reinforcing pillar B, institute is angled is 45 °.Parallel and perpendicular to horizontal plane and pillar A is reinforced and when to reinforce between pillar B that institute is angled be 45 ° when reinforcing pillar A and pillar; the supporting role played is maximum; can in the arrival resisting most strong earthquakes; slosh for several times ensureing, upper plate and lower plate will not deform; thus ensureing that whole building structure does not result in inclination or fracture, bring best protected effect can to the citizen lived.
Further, between described side plate and lower plate, be angle is 30 °.When between side plate and lower plate, be angle is 30 °, stability consolidation effect is best.
Further, between described side plate and lower plate, be angle is 45 °.When between side plate and lower plate, be angle is 45 °, stability consolidation effect is fine, and in work progress, shared area is also less simultaneously, can not only better install and also ensure that the effect resisting earthquake simultaneously.
Further, between described side plate and lower plate, be angle is 60 °.When between side plate and lower plate, be angle is 60 °, in work progress, shared area is minimum also ensure that certain effect resisting earthquake simultaneously.
The advantage of a kind of building strengthening device described in the utility model is in that, rational in infrastructure, firmly, it is possible to resist earthquake, more safer, it is possible to extend the house's vives.
Accompanying drawing explanation
Below in conjunction with accompanying drawing, this utility model is described further:
Fig. 1 is structural representation of the present utility model.
1, upper plate, 2, pillar, 3, reinforce pillar B, 4, reinforce pillar A, 5, side plate, 6, lower plate, 7, L-type gripper shoe, 8, supporting plate, 9, fixture, 10, ring lock fastener.
Detailed description of the invention
When being embodied as:
Embodiment one: a kind of building strengthening device, including pillar 2, pillar 2 is provided with circular or square upper plate 1, upper plate 1 is arranged below lower plate 6, being connected by side plate 5 between upper plate 1 with lower plate 6, side plate 5 outwardly or inwardly tilts, and between side plate 5 and lower plate, be angle is 15 ° ~ 75 °；It is provided with several between described upper plate 1 and lower plate 6 and reinforces pillar A4, all be connected to reinforcing pillar B3 between every two reinforcing pillar A4, one end of described reinforcing pillar B3 and the top of a reinforcing pillar A4 connect the other end reinforce with another adjacent root the end of pillar A4 connect make to reinforce pillar A4, reinforce between pillar B3 and upper plate 1 or lower plate 6 triangle.It is known that, triangle is most stable of shape, reinforce pillar A4 as can be seen here, reinforce and triangle between pillar B3 and upper plate 1 or lower plate 6 can bear bigger weight, so that skyscraper is safer, it also is able to resist greatly the invasion and attack of earthquake, constantly vibrations keep stablizing of building structure to be unlikely to offset such that it is able to extend the inhabitation service life in house.
Wherein said lower plate 6 is arranged below L-type gripper shoe 7, and L-type gripper shoe 7 is fixed on pillar 2 by ring lock fastener 10.The position of upper plate 1 and lower plate 6 can be further strengthened by arranging L-type gripper shoe 7, it is unlikely to glide, better add the stability of house beam, prevent from causing in seismic process rocking, thus causing that lower plate 6 glides or comes off, thus also further extending the inhabitation service life in house.Described L-type gripper shoe 7 is arranged below supporting plate 8, and supporting plate 8 regulates position by fixture 9.Owing to supporting plate 8 can move up and down, then in installation process easily, after gripper shoe 7 fixes, bottom mobile pallet 8 to gripper shoe 7, gripper shoe 7 is carried out again position and fixes, play better reinforcement effect.
Reinforce pillar A4 and pillar 2 and parallel and perpendicular to horizontal plane and reinforce pillar A4 and to reinforce between pillar B3 that institute is angled be 45 °; the supporting role so played is maximum; can in the arrival resisting most strong earthquakes; slosh for several times ensureing, upper plate 1 and lower plate 6 will not deform; thus ensureing that whole building structure does not result in inclination or fracture, bring best protected effect can to the citizen lived.Meanwhile, between side plate 5 and lower plate 6, be angle is 30 °, and the stability consolidation effect so making whole device is best.
Embodiment two: a kind of building strengthening device, including pillar 2, pillar 2 is provided with circular or square upper plate 1, upper plate 1 is arranged below lower plate 6, being connected by side plate 5 between upper plate 1 with lower plate 6, side plate 5 outwardly or inwardly tilts, and between side plate 5 and lower plate, be angle is 15 ° ~ 75 °；It is provided with several between described upper plate 1 and lower plate 6 and reinforces pillar A4, all be connected to reinforcing pillar B3 between every two reinforcing pillar A4, one end of described reinforcing pillar B3 and the top of a reinforcing pillar A4 connect the other end reinforce with another adjacent root the end of pillar A4 connect make to reinforce pillar A4, reinforce between pillar B3 and upper plate 1 or lower plate 6 triangle.It is known that, triangle is most stable of shape, reinforce pillar A4 as can be seen here, reinforce and triangle between pillar B3 and upper plate 1 or lower plate 6 can bear bigger weight, so that skyscraper is safer, it also is able to resist greatly the invasion and attack of earthquake, constantly vibrations keep stablizing of building structure to be unlikely to offset such that it is able to extend the inhabitation service life in house.
Wherein said lower plate 6 is arranged below L-type gripper shoe 7, and L-type gripper shoe 7 is fixed on pillar 2 by ring lock fastener 10.The position of upper plate 1 and lower plate 6 can be further strengthened by arranging L-type gripper shoe 7, it is unlikely to glide, better add the stability of house beam, prevent from causing in seismic process rocking, thus causing that lower plate 6 glides or comes off, thus also further extending the inhabitation service life in house.Described L-type gripper shoe 7 is arranged below supporting plate 8, and supporting plate 8 regulates position by fixture 9.Owing to supporting plate 8 can move up and down, then in installation process easily, after gripper shoe 7 fixes, bottom mobile pallet 8 to gripper shoe 7, gripper shoe 7 is carried out again position and fixes, play better reinforcement effect.
Reinforce pillar A4 and pillar 2 and parallel and perpendicular to horizontal plane and reinforce pillar A4 and to reinforce between pillar B3 that institute is angled be 30 °; so can not only play a supporting role; simultaneously can in the arrival resisting earthquake; slosh for several times ensureing, upper plate 1 and lower plate 6 will not deform; thus ensureing that whole building structure does not result in inclination or fracture, bring best protected effect can to the citizen lived.Meanwhile, between side plate 5 and lower plate 6, be angle is 45 °, and the stability consolidation effect so making whole device is fine, and in work progress, shared area is also less simultaneously, can not only better install and also ensure that the effect resisting earthquake simultaneously.
Embodiment three: a kind of building strengthening device, including pillar 2, pillar 2 is provided with circular or square upper plate 1, upper plate 1 is arranged below lower plate 6, being connected by side plate 5 between upper plate 1 with lower plate 6, side plate 5 outwardly or inwardly tilts, and between side plate 5 and lower plate, be angle is 15 ° ~ 75 °；It is provided with several between described upper plate 1 and lower plate 6 and reinforces pillar A4, all be connected to reinforcing pillar B3 between every two reinforcing pillar A4, one end of described reinforcing pillar B3 and the top of a reinforcing pillar A4 connect the other end reinforce with another adjacent root the end of pillar A4 connect make to reinforce pillar A4, reinforce between pillar B3 and upper plate 1 or lower plate 6 triangle.It is known that, triangle is most stable of shape, reinforce pillar A4 as can be seen here, reinforce and triangle between pillar B3 and upper plate 1 or lower plate 6 can bear bigger weight, so that skyscraper is safer, it also is able to resist greatly the invasion and attack of earthquake, constantly vibrations keep stablizing of building structure to be unlikely to offset such that it is able to extend the inhabitation service life in house.
Wherein said lower plate 6 is arranged below L-type gripper shoe 7, and L-type gripper shoe 7 is fixed on pillar 2 by ring lock fastener 10.The position of upper plate 1 and lower plate 6 can be further strengthened by arranging L-type gripper shoe 7, it is unlikely to glide, better add the stability of house beam, prevent from causing in seismic process rocking, thus causing that lower plate 6 glides or comes off, thus also further extending the inhabitation service life in house.Described L-type gripper shoe 7 is arranged below supporting plate 8, and supporting plate 8 regulates position by fixture 9.Owing to supporting plate 8 can move up and down, then in installation process easily, after gripper shoe 7 fixes, bottom mobile pallet 8 to gripper shoe 7, gripper shoe 7 is carried out again position and fixes, play better reinforcement effect.
Between reinforcing pillar A4 and reinforcing pillar B3, institute is angled is 120 °; so can not only play a supporting role; simultaneously can in the arrival resisting earthquake; slosh for several times ensureing, upper plate 1 and lower plate 6 will not deform; thus ensureing that whole building structure does not result in inclination or fracture, bring best protected effect can to the citizen lived.Meanwhile, between side plate 5 and lower plate 6, be angle is 60 °, so makes the minimum effect that simultaneously also ensure that certain resistance earthquake of whole device shared area in work progress.
The foregoing is only embodiment of the present utility model; not thereby the scope of the claims of the present utility model is limited; every equivalent structure utilizing this utility model description to make or equivalence flow process convert or are directly or indirectly used in other relevant technical fields, all in like manner include in scope of patent protection of the present utility model.
In sum, the advantage of a kind of building strengthening device is in that, rational in infrastructure, more firmly, it is possible to resist earthquake, safer, it is possible to extend the house's vives.
Claims (9)
1. a building strengthening device, including pillar, it is characterised in that: pillar is provided with circular or square upper plate, upper plate is arranged below lower plate, being connected by side plate between upper plate with lower plate, side plate outwardly or inwardly tilts, and between side plate and lower plate, be angle is 15 ° ~ 75 °；It is provided with several between described upper plate and lower plate and reinforces pillar A, all be connected to reinforcing pillar B between every two reinforcing pillar A, one end of described reinforcing pillar B and the top of a reinforcing pillar A connect the other end reinforce with another adjacent root the end of pillar A connect make to reinforce pillar A, reinforce between pillar B and upper plate or lower plate triangle.
2. a kind of building strengthening device according to claim 1, it is characterised in that: described lower plate is arranged below L-type gripper shoe, and L-type gripper shoe is fixed on pillar by ring lock fastener.
3. a kind of building strengthening device according to claim 2, it is characterised in that: described L-type gripper shoe is arranged below supporting plate, and supporting plate regulates position by fixture.
4. according to a kind of building strengthening device one of claims 1 to 3 Suo Shu, it is characterised in that: between described reinforcing pillar A and reinforcing pillar B, institute is angled is 15 ° ~ 120 °.
5. a kind of building strengthening device according to claim 1, it is characterised in that: described reinforcing pillar A and pillar are parallel and perpendicular to horizontal plane.
6. a kind of building strengthening device according to claim 5, it is characterised in that: between described reinforcing pillar A and reinforcing pillar B, institute is angled is 45 °.
7. a kind of building strengthening device according to claim 1, it is characterised in that: between described side plate and lower plate, be angle is 30 °.
8. a kind of building strengthening device according to claim 1, it is characterised in that: between described side plate and lower plate, be angle is 45 °.
9. a kind of building strengthening device according to claim 1, it is characterised in that: between described side plate and lower plate, be angle is 60 °.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620178666.0U CN205369976U (en) | 2016-03-09 | 2016-03-09 | House reinforcement device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620178666.0U CN205369976U (en) | 2016-03-09 | 2016-03-09 | House reinforcement device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205369976U true CN205369976U (en) | 2016-07-06 |
Family
ID=56265908
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620178666.0U Expired - Fee Related CN205369976U (en) | 2016-03-09 | 2016-03-09 | House reinforcement device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205369976U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111042313A (en) * | 2019-12-28 | 2020-04-21 | 深圳世拓建筑科技有限公司 | Assembled steel skeleton building and construction method thereof |
-
2016
- 2016-03-09 CN CN201620178666.0U patent/CN205369976U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111042313A (en) * | 2019-12-28 | 2020-04-21 | 深圳世拓建筑科技有限公司 | Assembled steel skeleton building and construction method thereof |
| CN111042313B (en) * | 2019-12-28 | 2021-05-07 | 深圳世拓建筑科技有限公司 | Assembled steel skeleton building and construction method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20160706 Termination date: 20170309 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |