CN206591636U - Damping building structure reinforcing bar - Google Patents
Damping building structure reinforcing bar Download PDFInfo
- Publication number
- CN206591636U CN206591636U CN201720304681.XU CN201720304681U CN206591636U CN 206591636 U CN206591636 U CN 206591636U CN 201720304681 U CN201720304681 U CN 201720304681U CN 206591636 U CN206591636 U CN 206591636U
- Authority
- CN
- China
- Prior art keywords
- reinforcing bar
- isolation cushion
- supporting plate
- building structure
- column
- 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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Abstract
The utility model discloses damping building structure reinforcing bar, column connects the H-shaped reinforcing bar framework to be formed by horizontal girder steel for the middle part of two parallel vertical frameworks, the two ends of column are outwardly to be set to L-shaped crossbeam, one outside of reinforcing bar framework is provided with isolation cushion, the internal layer of isolation cushion is provided with " Y " font steelframe of laterally arrangement, the outer layer of isolation cushion is provided with concave and builds wall, arch bridge curved support supporting plate is set up across the two ends of L-shaped crossbeam, support supporting plate is set to the curved plate filled with concrete, and the end of support supporting plate is bolted with L-shaped crossbeam.Be conducive to improving the building structure of structural strength, the steadiness of whole framework is stronger, and convenience quick for installation；Isolation cushion plays sound insulation, heat-insulating property while improving shock resistance, seismic energy normally can be passed into isolation cushion under geological process, improve damping effect.Apply in construction, by increasing capacitance it is possible to increase the intensity in room, prevent from collapsing in earthquake.
Description
Technical field
The utility model belongs to building structure equipment technical field, and in particular to damping building structure reinforcing bar.
Background technology
Earthquake is a kind of harm extraordinary serious natural calamity, property loss and casualties that earthquake is caused, in earthquake
In cause casualties and main causes of death, be exactly the destruction of building, collapse caused by.After house is lived for many years,
Secondary decoration is carried out unavoidably, and local vibrations and noise are often produced in fitment process.At present, building with isolating affection
The continuous wall of building structure is only located at 70-100 centimeters of four abutment wall on main building periphery, so the structural strength subsidiary factory of continuous wall
Weakness, therefore, once when occurring earthquake, the soil pressure moment increase of peripheral soil, continuous wall easily occurs front and caved in so that build
The underground position for building thing is under pressure and destroyed, so that situation about caving in.In addition, current building basic structure is equal
It is frame system, then adds building wall brick.Current building frame is the building frame using steel and concrete structure, and this framework is real
Body is heavy, once occurring earthquake, building frame inherently causes threat to human body.What it is for building bearing wall is building wall
Brick, where this building wall brick is also a kind of dangerous in earthquake.Shockproof rank using the building of steel and concrete structure is higher, builds
The cost built is also higher.Therefore, damping building structure reinforcing bar how is researched and developed, is had important practical significance.
Utility model content
For the technical problem that building structural steel bone isolating affection present in prior art is poor, mesh of the present utility model
Be provide damping building structure reinforcing bar.
The technical scheme that the utility model is taken is：
Damping building structure reinforcing bar, including column, isolation cushion and support supporting plate, column is the middle part of two parallel vertical frameworks
The H-shaped reinforcing bar framework to be formed is connected by horizontal girder steel, the two ends of column are outwardly to be set to L-shaped crossbeam, reinforcing bar framework
One outside is provided with isolation cushion, and isolation cushion is set to double-deck hemisphere structure, and the internal layer of isolation cushion is provided with " Y " of laterally arrangement
Font steelframe, the divergent ends of " Y " font steelframe are set to rectangular steel tube, and the outer layer of isolation cushion is provided with concave and builds wall, horizontal
Arch bridge curved support supporting plate is set up across the two ends of L-shaped crossbeam, support supporting plate is set to the curved plate filled with concrete, support
The end of supporting plate is bolted with L-shaped crossbeam.
Further, the alternate internal of the L-shaped crossbeam is provided with trapezoidal balancing weight.
Further, the end of the horizontal girder steel is set to offer on hemisphere jut, column and hemisphere jut phase
The jack matched somebody with somebody, hemisphere jut insertion jack is simultaneously welded on column.
Further, the L-shaped crossbeam offers connection through hole along longitudinal direction, and bolt is fixed peace by connecting through hole
Dress.
Further, it is provided with a spacing between the periphery of the support supporting plate and the neighboring of isolation cushion.
The beneficial effects of the utility model are：
The supportive of H-shaped reinforcing bar framework in the utility model is stable, is conducive to improving the building structure of structural strength, L
Shape crossbeam is along more firm support is laterally played, and the steadiness of whole framework is stronger, and convenience quick for installation；Isolation cushion is carried
Sound insulation, heat-insulating property are played while high shock resistance, seismic energy normally can be passed into isolation cushion under geological process,
Improve damping effect.Apply in construction, by increasing capacitance it is possible to increase the intensity in room, prevent from collapsing in earthquake.
Brief description of the drawings
Fig. 1 is sidepiece dimensional structure diagram of the present utility model.
Wherein, 1, L-shaped crossbeam；2nd, column；3rd, horizontal girder steel；4th, trapezoidal balancing weight；5th, " Y " font steelframe；6th, " recessed " word
Shape builds wall；7th, supporting plate is supported.
Embodiment
The utility model is further illustrated below in conjunction with the accompanying drawings.
Embodiment 1
As shown in figure 1, damping building structure reinforcing bar, including column 2, isolation cushion and support supporting plate 7, column 2 is two parallel
The middle part of vertical framework connects the H-shaped reinforcing bar framework formed by horizontal girder steel 3, and the supportive of H-shaped reinforcing bar framework is stable, favorably
In the building structure for improving structural strength, the two ends of column 2 are outwardly to be set to L-shaped crossbeam 1, and L-shaped crossbeam 1 rises along horizontal
To more firm support, the end of horizontal girder steel 3 is set to offer on hemisphere jut, column 2 to match with hemisphere jut
Jack, hemisphere jut insertion jack simultaneously be welded on column 2, the adhesion of inner concrete and column 2, whole frame can be improved
The steadiness of frame is stronger；The alternate internal of L-shaped crossbeam 1 is provided with trapezoidal balancing weight 4, plays good position-limiting action, and structure is steady
Fixed, L-shaped crossbeam 1 offers connection through hole along longitudinal direction, and bolt is fixed installation by connecting through hole.Column 2 and L-shaped crossbeam 1
Synergy stable supporting role, and convenience quick for installation are played on vertically and horizontally；Reinforcing bar framework
One outside is provided with isolation cushion, and isolation cushion is set to double-deck hemisphere structure, and the internal layer of isolation cushion is provided with laterally arrangement " Y "
Font steelframe 5, " divergent ends of Y " fonts steelframe 5 are set to rectangular steel tube, and the thickness of rectangular steel tube is thicker, and the dichotomous beginning
Be conducive to carrying out transverse vibration forces effectively to disperse, the outer layer of isolation cushion is provided with " recessed " font base wall 6, " recessed " font base wall 6
Versatility structural framing light weight, Stability Analysis of Structures, with good energy-saving effect, the double-decker of isolation cushion is by inner space weight
It is new regular, sound insulation, heat-insulating property are played while improving shock resistance, arch bridge curved support is set up across the two ends of L-shaped crossbeam 1
Supporting plate 7, support supporting plate 7 is set to the curved plate filled with concrete, and the end and L-shaped crossbeam 1 for supporting supporting plate 7 pass through bolt
Support supporting plate 7, can securely be combined together, support the periphery of supporting plate 7 and the periphery of isolation cushion by connection with L-shaped crossbeam 1
A spacing is provided between side, it is ensured that seismic energy normally can be passed into isolation cushion under geological process, will not be in isolation cushion
Destroyed in advance before reaching surrender completely, improve damping effect.Apply in construction, by increasing capacitance it is possible to increase the intensity in room,
Prevent from collapsing in earthquake.The personnel inside roof and the wall collapsed, protection room and property can effectively be prevented.
Described above is not to limitation of the present utility model, it should be pointed out that：For the ordinary skill people of the art
For member, on the premise of the utility model essential scope is not departed from, some variations, modifications, additions or substitutions can also be made,
These improvements and modifications also should be regarded as protection domain of the present utility model.
Claims (5)
1. damping building structure reinforcing bar, it is characterised in that including column, isolation cushion and support supporting plate, column is two parallel verticals
The middle part of framework connects the H-shaped reinforcing bar framework to be formed by horizontal girder steel, and the two ends of column are outwardly to be set to L-shaped crossbeam,
One outside of reinforcing bar framework is provided with isolation cushion, and isolation cushion is set to double-deck hemisphere structure, and the internal layer of isolation cushion is provided with horizontal stroke
To " Y " font steelframe of arrangement, the divergent ends of " Y " font steelframe are set to rectangular steel tube, and the outer layer of isolation cushion is provided with " recessed "
Font builds wall, and arch bridge curved support supporting plate is set up across the two ends of L-shaped crossbeam, and support supporting plate is set to the arc filled with concrete
Shape steel plate, the end of support supporting plate is bolted with L-shaped crossbeam.
2. damping building structure reinforcing bar according to claim 1, it is characterised in that the L-shaped crossbeam is internally provided with ladder
Shape balancing weight.
3. damping building structure reinforcing bar according to claim 1, it is characterised in that the end of the horizontal girder steel is set to ball
Shape is raised, and the jack matched with hemisphere jut is offered on column, and hemisphere jut insertion jack is simultaneously welded on column.
4. damping building structure reinforcing bar according to claim 1, it is characterised in that the L-shaped crossbeam is along the longitudinal direction company of offering
Hole is connected, bolt is fixed installation by connecting through hole.
5. damping building structure reinforcing bar according to claim 1, it is characterised in that the periphery of the support supporting plate and isolation cushion
Neighboring between be provided with a spacing.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720304681.XU CN206591636U (en) | 2017-03-27 | 2017-03-27 | Damping building structure reinforcing bar |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720304681.XU CN206591636U (en) | 2017-03-27 | 2017-03-27 | Damping building structure reinforcing bar |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206591636U true CN206591636U (en) | 2017-10-27 |
Family
ID=60122186
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720304681.XU Expired - Fee Related CN206591636U (en) | 2017-03-27 | 2017-03-27 | Damping building structure reinforcing bar |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206591636U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113463759A (en) * | 2021-08-16 | 2021-10-01 | 任建利 | Arch structure frame, multi-curved-cavity wall, power generation building and colorful power generation city |
-
2017
- 2017-03-27 CN CN201720304681.XU patent/CN206591636U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113463759A (en) * | 2021-08-16 | 2021-10-01 | 任建利 | Arch structure frame, multi-curved-cavity wall, power generation building and colorful power generation city |
| CN113463759B (en) * | 2021-08-16 | 2022-09-13 | 任建利 | Arch structure frame, multi-curved-cavity wall, power generation building and colorful power generation city |
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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 |
Granted publication date: 20171027 Termination date: 20180327 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |