CN109779066A - A kind of building aseismicity structure - Google Patents
A kind of building aseismicity structure Download PDFInfo
- Publication number
- CN109779066A CN109779066A CN201910220276.3A CN201910220276A CN109779066A CN 109779066 A CN109779066 A CN 109779066A CN 201910220276 A CN201910220276 A CN 201910220276A CN 109779066 A CN109779066 A CN 109779066A
- Authority
- CN
- China
- Prior art keywords
- steel disc
- vibration damper
- damper plate
- hump
- disc grid
- 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.)
- Pending
Links
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 47
- 239000010959 steel Substances 0.000 claims abstract description 47
- 239000000463 material Substances 0.000 claims description 12
- 239000013013 elastic material Substances 0.000 claims description 6
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 5
- 238000000465 moulding Methods 0.000 claims description 4
- OKTJSMMVPCPJKN-UHFFFAOYSA-N Carbon Chemical compound [C] OKTJSMMVPCPJKN-UHFFFAOYSA-N 0.000 claims description 3
- 229910052799 carbon Inorganic materials 0.000 claims description 3
- 229920001971 elastomer Polymers 0.000 claims description 3
- 239000000835 fiber Substances 0.000 claims description 3
- 238000009940 knitting Methods 0.000 claims description 3
- 238000012856 packing Methods 0.000 claims description 3
- 239000004033 plastic Substances 0.000 claims description 3
- 229920003023 plastic Polymers 0.000 claims description 3
- 239000004814 polyurethane Substances 0.000 claims description 3
- 229920002635 polyurethane Polymers 0.000 claims description 3
- 150000001336 alkenes Chemical class 0.000 claims 1
- 229920001596 poly (chlorostyrenes) Polymers 0.000 claims 1
- 238000013016 damping Methods 0.000 abstract description 19
- 230000000694 effects Effects 0.000 abstract description 9
- 238000010276 construction Methods 0.000 abstract description 8
- 238000004519 manufacturing process Methods 0.000 abstract description 4
- 238000009826 distribution Methods 0.000 abstract description 2
- 238000010586 diagram Methods 0.000 description 2
- 229920000915 polyvinyl chloride Polymers 0.000 description 2
- 239000004800 polyvinyl chloride Substances 0.000 description 2
- 238000004080 punching Methods 0.000 description 2
- 230000035939 shock Effects 0.000 description 2
- 238000003466 welding Methods 0.000 description 2
- 238000010146 3D printing Methods 0.000 description 1
- 238000006424 Flood reaction Methods 0.000 description 1
- 230000003139 buffering effect Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000004880 explosion Methods 0.000 description 1
- 238000001746 injection moulding Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000005498 polishing Methods 0.000 description 1
- 238000002360 preparation method Methods 0.000 description 1
- 239000011435 rock Substances 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 238000005488 sandblasting Methods 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 239000000243 solution Substances 0.000 description 1
- 239000002341 toxic gas Substances 0.000 description 1
Landscapes
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
- Vibration Prevention Devices (AREA)
Abstract
The invention proposes a kind of building aseismicity structures, including upper steel disc grid, waveform vibration damper plate and lower steel disc grid, criss-cross hump is formed on the waveform vibration damper plate, contoured pocket between the hump, it is welded with the upper steel disc grid above the waveform vibration damper plate, is welded with the lower steel disc grid below the waveform vibration damper plate；The upper steel disc grid is identical with the lower steel disc mesh shape and is all made of criss-cross lateral connection bar and longitudinal bond strip and is welded.A kind of arc-shaped convex hump increase structural strength that building aseismicity structure passes through distribution of gathering, and damping is carried out using hump natural resiliency, improve damping effect, structure is simple, manufacturing cost is low, long service life, and the shock-damping structure that thickness is different, hump quantity is different can be produced according to the height of building, meet the construction demand under different situations.
Description
Technical field
The present invention relates to building aseismicity technical fields, more particularly, to a kind of building aseismicity structure.
Background technique
Earthquake is vibration caused by during earth's crust quick release of energy, seismic wave during which can be generated, in addition to directly contributing
Room falls room and collapses and emit outside water with landslide, ground cleave, sand liquefaction, sandblasting, can also cause fire, explosion, poison gas sprawling, floods, landslide,
The secondary disasters such as mud-rock flow, pestilence.
When earthquake occurs, intensity, height and the shock resistance of building determine whether building can collapse, and whether house
Collapsing has decided on whether to cause damages to building interior and surrounding people.In recent years, global earthquakes took place frequently, and caused greatly to pass through
Ji loss and casualties.
In order to reduce the loss of earthquake, the shock resistance for improving building and the construction quality for building itself are to be highly desirable
's.
Building aseismicity is mainly laid the foundations and is realized using damping device, damping device used at present by deep at present
At high cost, manufacture is difficult, causes to apply time cost big.
Summary of the invention
The present invention propose one kind be simple to manufacture, low-cost building aseismicity structure.
The technical scheme of the present invention is realized as follows:
A kind of building aseismicity structure, including upper steel disc grid, waveform vibration damper plate and lower steel disc grid, the waveform subtract
Criss-cross hump is formed on shake plate, contoured pocket between the hump, waveform vibration damper plate top welding is
Steel disc grid is stated, is welded with the lower steel disc grid below the waveform vibration damper plate；
The upper steel disc grid is identical with the lower steel disc mesh shape and is all made of criss-cross lateral connection
Item and longitudinal bond strip are welded.
Further, the compact dimensions of the waveform vibration damper plate are 2m*4m, the waveform vibration damper plate thickness after molding
Degree is 15mm-50mm.
Further, the waveform vibration damper plate using elastic material be integrally formed, elastic material can for elastic metallic,
Carbon fibre material, elastic rubber, plastic material, any one in polyurethane material.
Further, the hump and the pit are interspersed, and the center of the hump is away from for 10mm-100mm.
Further, between the upper steel disc grid and the waveform vibration damper plate, the lower steel disc grid and the wave
Flexible filling is set in the space between shape wave vibration damper plate.
Further, the elasticity is filled with polyvinyl chloride water tight packing.
Further, the longitudinal bond strip and the lateral connection bar are divided into two layers and staggeredly weld together in cross.
Further, the longitudinal bond strip and the lateral connection bar successively laminate knitting forming, and crosspoint up and down
Weld together.
Further, the crosspoint of the upper steel disc grid and the lower steel disc grid corresponds to the hump and the pit
Position, and contact point is fixed together.
Further, longitudinal spacing column is welded on the inside of the hump, nesting is fixed with slow outside the longitudinal spacing column
Spring is rushed, described buffer spring one end intersects point contact with the lower steel disc grid.
Using above-mentioned technical proposal, the invention has the benefit that a kind of building aseismicity structure passes through distribution of gathering
Arc-shaped convex hump increase structural strength, and carry out damping using hump natural resiliency, improve damping effect, structure is simple
Single, manufacturing cost is low, long service life, and the damping that thickness is different, hump quantity is different can be produced according to the height of building
Structure meets the construction demand under different situations.
Detailed description of the invention
In order to more clearly explain the embodiment of the invention or the technical proposal in the existing technology, to embodiment or will show below
There is attached drawing needed in technical description to be briefly described, it should be apparent that, the accompanying drawings in the following description is only this
Some embodiments of invention without any creative labor, may be used also for those of ordinary skill in the art
To obtain other drawings based on these drawings.
Fig. 1 is space multistory view of the invention；
Fig. 2 is cross-sectional view of the invention；
Fig. 3 is waveform vibration damper plate space multistory view of the invention；
Fig. 4 is that waveform vibration damper plate of the invention overlooks lines figure；
Fig. 5 is upper the first structural schematic diagram of steel disc grid of the invention；
Fig. 6 is upper second of structural schematic diagram of steel disc grid of the invention.
Wherein: 1, upper steel disc grid；2, elasticity filling；3, longitudinal spacing column；4, lower steel disc grid；5, waveform damping
Plate；6, buffer spring；7, hump；8, pit；9, longitudinal bond strip；10, lateral connection bar.
Specific embodiment
Following will be combined with the drawings in the embodiments of the present invention, and technical solution in the embodiment of the present invention carries out clear, complete
Site preparation description, it is clear that described embodiments are only a part of the embodiments of the present invention, instead of all the embodiments.It is based on
Embodiment in the present invention, it is obtained by those of ordinary skill in the art without making creative efforts every other
Embodiment shall fall within the protection scope of the present invention.
As shown in figures 1 to 6, a kind of building aseismicity structure, including upper steel disc grid 1, waveform vibration damper plate 5 and lower steel disc net
Lattice 4 form criss-cross hump 7, contoured pocket 8 between hump 7,5 top of waveform vibration damper plate on waveform vibration damper plate 5
It is welded with steel disc grid 1, lower steel disc grid 4 is welded with below waveform vibration damper plate 5；
Upper steel disc grid 1 is identical with 4 shape and structures of lower steel disc grid and is all made of criss-cross 10 He of lateral connection bar
Longitudinal bond strip 9 is welded.
In the present embodiment, the compact dimensions of waveform vibration damper plate 5 are 2m*4m, and area is small, facilitates processing and transport, wave
Shape vibration damper plate 5 is after molding with a thickness of 15mm-50mm, the waveform vibration damper plate 5 of different-thickness is processed according to construction requirement, then
The monolithic architecture construction of building is completed by splicing.
In the present embodiment, waveform vibration damper plate 5 using elastic material be integrally formed, elastic material can for elastic metallic,
Punching press, injection molding can be used in carbon fibre material, elastic rubber, plastic material, any one in polyurethane material, when integrated molding
With the mode of 3D printing, it is integrally formed so that all humps 7 link together, intensity is big, good damping effect.
In the present embodiment, hump 7 and pit 8 are interspersed, and the center of hump 7 subtracts away from for 10mm-100mm according to building
Shake demand determines the compact density of hump 7, to control damping effect.
In the present embodiment, between upper steel disc grid 1 and waveform vibration damper plate 5, lower steel disc grid 4 and waveform vibration damper plate 5
Between space in the flexible filling 2 of setting, elasticity filling 2 can further increase damping effect.
In the present embodiment, elasticity filling 2 is polyvinyl chloride water tight packing, is prevented while with damping effect with certain
Water effect, prolongs the service life.
In the present embodiment, longitudinal bond strip 9 and lateral connection bar 10, which divide, staggeredly to be welded together for two layers in cross, is processed
Simply, it may be implemented quickly to produce.
In the present embodiment, longitudinal bond strip 9 and lateral connection bar 10 successively laminate knitting forming up and down, and intersect spot welding
Together, longitudinal bond strip 9 and 10 bonding strength of lateral connection bar are big, improve integral strength.
In the present embodiment, upper steel disc grid 1 and lower steel disc grid 4 can be molded by blanking mode and form, and be formed in length and breadth
Staggeredly and the longitudinal bond strip 9 and lateral connection bar 10 that are connected as one, punching aperture after edge carries out polishing deburring.
In the present embodiment, the crosspoint of upper steel disc grid 1 and lower steel disc grid 4 corresponds to the position of hump 7 and pit 8, and
Contact point is fixed together, and by the drawing fixed function of upper steel disc grid 1 and lower steel disc grid 4, shock-damping structure can be improved
Integral shock-absorbing effect.
In the present embodiment, longitudinal spacing column 3 is welded on the inside of hump 7,3 outside nesting of longitudinal spacing column is fixed with buffering elastic
Spring 6, the point contact of intersecting of 6 one end of buffer spring and lower steel disc grid 4, longitudinal spacing column 3 and buffer spring 6 can be to humps 7
Inside is further supported, and the intensity and damping effect of hump 7 are improved.
Before construction, according to the shock-damping structure of the antidetonation demand of building and the height selection appropriate size for building itself, construction
When, the shock-damping structure is placed below the building body and at bottom side of the wall, is then laid with waterproof material and other materials, using mixed
Solidifying soil, which completes being connected and fixed between shock-damping structure and architecture noumenon, can be completed the damping construction of building.
The foregoing is merely illustrative of the preferred embodiments of the present invention, is not intended to limit the invention, all in essence of the invention
Within mind and principle, any modification, equivalent replacement, improvement and so on be should all be included in the protection scope of the present invention.
Claims (10)
1. a kind of building aseismicity structure, it is characterised in that: including upper steel disc grid (1), waveform vibration damper plate (5) and lower steel disc net
Lattice (4) form criss-cross hump (7) on the waveform vibration damper plate (5), contoured pocket between the hump (7)
(8), the upper steel disc grid (1), weldering below the waveform vibration damper plate (5) are welded with above the waveform vibration damper plate (5)
It is connected to the lower steel disc grid (4)；
The upper steel disc grid (1) is identical with lower steel disc grid (4) shape and structure and is all made of criss-cross transverse direction and connects
Narrow bars (10) and longitudinal bond strip (9) are welded.
2. a kind of building aseismicity structure according to claim 1, it is characterised in that: the waveform vibration damper plate (5) at
Molded dimension is 2m*4m, and the waveform vibration damper plate (5) is after molding with a thickness of 15mm-50mm.
3. a kind of building aseismicity structure according to claim 1, it is characterised in that: the waveform vibration damper plate (5) uses
Elastic material is integrally formed, and elastic material can be elastic metallic, carbon fibre material, elastic rubber, plastic material, polyurethane material
Any one in material.
4. a kind of building aseismicity structure according to claim 1, it is characterised in that: the hump (7) and the pit (8)
It is interspersed, the center of the hump (7) is away from for 10mm-100mm.
5. a kind of building aseismicity structure according to claim 1, it is characterised in that: the upper steel disc grid (1) with it is described
It is provided in space between waveform vibration damper plate (5), between the lower steel disc grid (4) and the waveform vibration damper plate (5)
Elasticity filling (2).
6. a kind of building aseismicity structure according to claim 5, it is characterised in that: the elasticity filling (2) is polychlorostyrene second
Alkene water tight packing.
7. a kind of building aseismicity structure according to claim 1, it is characterised in that: the longitudinal bond strip (9) and described
Lateral connection bar (10) is divided into two layers and staggeredly welds together in cross.
8. a kind of building aseismicity structure according to claim 1, it is characterised in that: the longitudinal bond strip (9) and described
Lateral connection bar (10) successively laminates knitting forming up and down, and crosspoint welds together.
9. a kind of building aseismicity structure according to claim 1, it is characterised in that: the upper steel disc grid (1) and described
The crosspoint of lower steel disc grid (4) corresponds to the position of the hump (7) and the pit (8), and contact point is fixed together.
10. a kind of building aseismicity structure according to claim 1, it is characterised in that: be welded on the inside of the hump (7) vertical
To limited post (3), the external nesting of the longitudinal spacing column (3) is fixed with buffer spring (6), described buffer spring (6) one end with
The intersection point contact of the lower steel disc grid (4).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910220276.3A CN109779066A (en) | 2019-03-22 | 2019-03-22 | A kind of building aseismicity structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910220276.3A CN109779066A (en) | 2019-03-22 | 2019-03-22 | A kind of building aseismicity structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN109779066A true CN109779066A (en) | 2019-05-21 |
Family
ID=66490348
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910220276.3A Pending CN109779066A (en) | 2019-03-22 | 2019-03-22 | A kind of building aseismicity structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN109779066A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112729008A (en) * | 2020-12-08 | 2021-04-30 | 上海复合材料科技有限公司 | Gradient vibration-damping anti-adsorption adaptation layer, missile adapter and forming method thereof |
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| CN207829203U (en) * | 2018-01-08 | 2018-09-07 | 江苏恒绿建设工程有限公司 | A kind of assembled architecture energy consumption antidetonation component |
| CN109197251A (en) * | 2017-06-29 | 2019-01-15 | 刘建华 | Greenhouse energy saving glass reinforced plastic sunlight board |
| CN210263471U (en) * | 2019-03-22 | 2020-04-07 | 周瑜 | Building earthquake-resistant structure |
-
2019
- 2019-03-22 CN CN201910220276.3A patent/CN109779066A/en active Pending
Patent Citations (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2003171998A (en) * | 2001-12-07 | 2003-06-20 | Kobe Steel Ltd | High-rigidity panel |
| JP2003232103A (en) * | 2002-02-07 | 2003-08-22 | Kobe Steel Ltd | High-rigidity panel |
| CN102454239A (en) * | 2011-12-13 | 2012-05-16 | 中冶建工集团有限公司 | Precast slab construction member |
| CN104018622A (en) * | 2014-06-07 | 2014-09-03 | 王睿敏 | Reinforcement mesh easy to automatically produce for shear wall, production method of reinforcement mesh and formed shear wall |
| CN204414675U (en) * | 2014-11-21 | 2015-06-24 | 贵州大自然科技有限公司 | The flexible Novel plant fiber elastomeric material of a kind of raising |
| CN205219983U (en) * | 2015-12-21 | 2016-05-11 | 湖北工业大学 | Paper honeycomb sandwich structure composite board |
| CN205857427U (en) * | 2016-06-13 | 2017-01-04 | 四川建筑职业技术学院 | A kind of anti-flaming thermal-insulation plate with shock resistance effect |
| CN106739201A (en) * | 2016-11-29 | 2017-05-31 | 张家港市鑫华易金属材料有限公司 | A kind of damping, buffering metal making sheet |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN112729008A (en) * | 2020-12-08 | 2021-04-30 | 上海复合材料科技有限公司 | Gradient vibration-damping anti-adsorption adaptation layer, missile adapter and forming method thereof |
| CN112729008B (en) * | 2020-12-08 | 2023-03-14 | 上海复合材料科技有限公司 | Gradient vibration-damping anti-adsorption adaptation layer, missile adapter and forming method thereof |
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