CN109779020A - A kind of steel building aseismatic mechanism - Google Patents
A kind of steel building aseismatic mechanism Download PDFInfo
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- CN109779020A CN109779020A CN201910102800.7A CN201910102800A CN109779020A CN 109779020 A CN109779020 A CN 109779020A CN 201910102800 A CN201910102800 A CN 201910102800A CN 109779020 A CN109779020 A CN 109779020A
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- board
- eaves
- roofing
- column
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Abstract
The present invention provides a kind of steel building aseismatic mechanism, including ground, bottom plate, column, elastic base, circular resilient divider, eaves board, crossbeam, roofing board, elastic baffle, bottom plate is fixedly mounted on ground, several circular resilient dividers are separately mounted in open slot, several elastic bases are mounted on ground, several columns are separately mounted on elastic base, its central post is contacted with circular resilient divider, eaves board and crossbeam are located at the top of column, one end of two roofing boards is movably arranged on eaves board respectively, and it is hinged by pin shaft between two roofing boards, elastic baffle is wherein equipped between roofing board and eaves board.It is mounted on elastic base by column and is contacted with circular resilient divider, and then the vibration on horizontal plane can be buffered, it is hinged by roofing board and be movably arranged on eaves board, and then roofing board can be along the swing of eaves board by a small margin when vertical direction generates jerk.
Description
Technical field
The present invention relates to steel building technical field, specially a kind of steel building aseismatic mechanism.
Background technique
Earthquake is that the mankind is threatened to cause one of natural calamity of safety of life and property.Longitudinal wave makes building pitch,
Building has little time and then to move, and bottom pillar and wall is made to increase dynamic load suddenly, is superimposed the gravity pressure on building top, if
Bearing capacity beyond bottom column, wall, bottom will collapse, above it is several layers of as hammer is pounded, allow whole building " seat "
Get off；Shear wave makes building horizontal pan, if the intensity or deformability of bottom column, wall are inadequate, whole solitary building will be to same
One direction skew is toppled over；Come as seismic wave is turned on " whirlpool ", or the time difference that shear wave reaches building both ends occur,
It will lead to building twisting.It is shockproof to carry out that existing building mostly uses greatly the mode of reinforcing, and then is unfavorable for buffering ground
The impact of the building of shake.
Summary of the invention
It is mentioned above in the background art to solve the purpose of the present invention is to provide a kind of steel building aseismatic mechanism
Problem.
To achieve the above object, the invention provides the following technical scheme:
A kind of steel building aseismatic mechanism, including ground, bottom plate, column, elastic base, circular resilient divider, room
Eaves board, crossbeam, roofing board, elastic baffle, damper and reinforcing beam, in which:
The bottom plate is fixedly mounted on ground, and the bottom plate is surrounded by several open slots, several semicircles
Elastic divider is separately mounted in open slot, and circular resilient divider is located on three inner planes of open slot,
Several elastic bases are mounted on the underface on ground and being located at open slot, if several columns are separately mounted to
Do on the elastic base, central post penetrates through open slot and contacts with circular resilient divider, two eaves boards and
Two crossbeams are located at the top of column, and one end of two roofing boards is movably arranged on eaves board respectively, and two
It is hinged by pin shaft between a roofing board, elastic baffle is wherein equipped between roofing board and eaves board.
Preferably, the eaves board is equipped with guide rail, and one end of the roofing board is equipped with guide pad, wherein on roofing board
Guide pad is fitted in guide rail, and the elastic baffle is mounted in guide rail, and the both ends of elastic baffle respectively with guide rail
End face and guide pad be fixedly connected.
Preferably, two eaves board opposition are arranged and are separately mounted to be located on ipsilateral column, two cross
Beam opposition is arranged simultaneously to be fixedly connected with the column for not installing eaves board respectively, wherein state the both ends of crossbeam respectively with two rooms
Eaves board is fixedly connected.
Preferably, several dampers are separately mounted between ipsilateral two adjacent upright.
Preferably, several reinforcing beams are equipped between the eaves board and the column for installing eaves board.
Compared with prior art, the beneficial effects of the present invention are:
1. the present invention is mounted on elastic base by column and is contacted with circular resilient divider, and then can be to water
Vibration in plane is buffered, and is connected between column by damper, and then do not influence support strength.
2. the present invention is hinged by roofing board and is movably arranged on eaves board, and then generates in vertical direction
Roofing board can be along the swing of eaves board by a small margin when jerk, and then can effectively buffer the vibration punching of vertical direction
It hits, and in roofing board swing by a small margin, roofing board presses to elastic baffle along eaves board, and then on elastic baffle
It is able to carry out damping vibration impact.
Detailed description of the invention
Fig. 1 is overall structure schematic three dimensional views of the present invention；
Fig. 2 is the portion A schematic diagram in Fig. 1；
Fig. 3 is the portion B schematic diagram in Fig. 1；
Fig. 4 is the schematic three dimensional views of insole board of the present invention；
Fig. 5 is the schematic three dimensional views of roofing board in the present invention.
In figure: 1 ground, 2 bottom plates, 3 columns, 4 elastic bases, 5 circular resilient dividers, 6 eaves boards, 7 crossbeams, 8 roofs
Plate, 9 elastic baffles, 10 dampers, 11 reinforcing beams, 21 open slots, 61 guide rails, 81 guide pads.
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.
Embodiment:
Fig. 1 to Fig. 5 is please referred to, the present invention provides a kind of technical solution:
A kind of steel building aseismatic mechanism, including ground 1, bottom plate 2, column 3, elastic base 4, circular resilient divider
5, eaves board 6, crossbeam 7, roofing board 8, elastic baffle 9, damper 10 and reinforcing beam 11, in which:
Bottom plate 2 is fixedly mounted on ground 1 by several support columns of its bottom, and between having between bottom plate 2 and ground 1
Gap, bottom plate 2 are surrounded by several open slots 21, and several circular resilient dividers 5 are separately mounted in open slot 21, and half
Round and elastic divider 5 is located on three inner planes of open slot 21, wherein being located at three semicircles of same open slot 21
For being inserted into column 3, several elastic bases 4 are mounted by means of bolts on ground 1 in phase mutual gap between shape elasticity divider 5
And it is located at the underface of open slot 21, wherein the quantity of elastic base 4 is consistent with the quantity of open slot 21, several columns 3
It is mounted by means of bolts on several elastic bases 4 respectively, central post 3 penetrates through open slot 21 and keeps off with circular resilient
Frame 5 contacts, and column 3 surrounds bottom plate 2 to form building frame, and when building receives jerk, column 3 can be open
It is shaken between three circular resilient dividers 5 in slot 21, and then is capable of the jerk of buffered water in-plane, two eaves
The opposition of plate 6 is arranged and is separately mounted to be located on ipsilateral column 3, and is fixedly connected between eaves board 6 and column 3, two
The opposition of crossbeam 7 is arranged simultaneously to be fixedly connected with the column 3 for not installing eaves board 6 respectively, wherein state the both ends of crossbeam 7 respectively with two
The both ends of eaves board 6 are fixedly connected, and then surround the building body of completion, eaves board 6 be equipped with guide rail 61, the one of roofing board 8
End is equipped with guide pad 81, and wherein the guide pad 81 on roofing board 8 is fitted in guide rail 61 and forms movement in guide rail 61
Pair, one end that two of them roofing board 8 is not provided with guide pad 81 are mutually hinged by pin shaft, and elastic baffle 9 is mounted on
In guide rail 61, and the both ends of elastic baffle 9 are fixedly connected with the end face of guide rail 61 and guide pad 81 respectively, and then are being built
Angle when object is impacted by transverse vibration between two eaves boards 6 is able to carry out change, and the guide pad 81 on roofing board 8
It is moved in guide rail 61, roofing board 8 carries out the swing of low-angle at this time, leads during guide pad 81 moves in guide rail 61
Elastic baffle 9 is squeezed to block 81, and then elastic baffle 9 plays the role of buffering, and then passes through column 3 and circular resilient divider
Buffering between buffering and roofing board 8 and elastic baffle 9 between 5 can buffer secondary wave and longitudinal wave rushes building
It hits；
The both ends of several dampers 10 pass through bolt respectively and are fixedly connected with ipsilateral two adjacent upright 3 is located at, Jin Ertong
Column 3 is connected in parallel by overdamp device 10 increases whole intensity, is equipped between eaves board 6 and the column 3 for installing eaves board 6
Several reinforcing beams 11, and then enhance the support strength of eaves board 6.
It although an embodiment of the present invention has been shown and described, for the ordinary skill in the art, can be with
A variety of variations, modification, replacement can be carried out to these embodiments without departing from the principles and spirit of the present invention by understanding
And modification, the scope of the present invention is defined by the appended.
Claims (5)
1. a kind of steel building aseismatic mechanism, including ground (1), bottom plate (2), column (3), elastic base (4), semicircle bullet
Property divider (5), eaves board (6), crossbeam (7), roofing board (8), elastic baffle (9), damper (10) and reinforcing beam (11), it is special
Sign is:
The bottom plate (2) is fixedly mounted on ground (1), and the bottom plate (2) is surrounded by several open slots (21), Ruo Gansuo
It states circular resilient divider (5) to be separately mounted in open slot (21), and circular resilient divider (5) is located at and is being open
On three inner planes of slot (21), several elastic bases (4) are mounted on ground (1) and are located at open slot (21)
Underface, several columns (3) are separately mounted on several elastic bases (4), and central post (3) penetrates through open slot
(21) and with circular resilient divider (5) it contacts, two eaves boards (6) and two crossbeams (7) are located at column (3)
One end of top, two roofing boards (8) is movably arranged on respectively on eaves board (6), and two roofing boards (8) it
Between it is hinged by pin shaft, wherein between roofing board (8) and eaves board (6) equipped with elastic baffle (9).
2. a kind of steel building aseismatic mechanism according to claim 1, it is characterised in that: set on the eaves board (6)
Have guide rail (61), one end of the roofing board (8) is equipped with guide pad (81), wherein guide pad (81) cooperation on roofing board (8)
Be mounted in guide rail (61), the elastic baffle (9) is mounted in guide rail (61), and the both ends of elastic baffle (9) respectively with
The end face of guide rail (61) and guide pad (81) are fixedly connected.
3. a kind of steel building aseismatic mechanism according to claim 1, it is characterised in that: two eaves boards (6)
Opposition, which is arranged, to be simultaneously separately mounted to be located on ipsilateral column (3), two crossbeams (7) opposition settings and respectively with do not install
The column (3) of eaves board (6) is fixedly connected, wherein the both ends for stating crossbeam (7) are fixed with two eaves boards (6) connect respectively
It connects.
4. a kind of steel building aseismatic mechanism according to claim 1, it is characterised in that: several dampers (10)
It is separately mounted between ipsilateral two adjacent upright (3).
5. a kind of steel building aseismatic mechanism according to claim 1, it is characterised in that: the eaves board (6) and peace
It fills and is equipped with several reinforcing beams (11) between the column (3) of eaves board (6).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910102800.7A CN109779020B (en) | 2019-02-01 | 2019-02-01 | Steel construction building shockproof mechanism |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910102800.7A CN109779020B (en) | 2019-02-01 | 2019-02-01 | Steel construction building shockproof mechanism |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN109779020A true CN109779020A (en) | 2019-05-21 |
| CN109779020B CN109779020B (en) | 2020-07-24 |
Family
ID=66504138
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910102800.7A Active CN109779020B (en) | 2019-02-01 | 2019-02-01 | Steel construction building shockproof mechanism |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN109779020B (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112942178A (en) * | 2021-04-26 | 2021-06-11 | 江苏华木空间结构有限公司 | Steel construction stand and steel construction system that takes precautions against earthquakes |
| CN112942560A (en) * | 2021-02-03 | 2021-06-11 | 四川洪瑞建工集团有限公司 | Structure is built to antidetonation room |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20040093816A1 (en) * | 1995-10-17 | 2004-05-20 | Smythe Timothy D. | Drywall finishing system |
| CN101936084A (en) * | 2010-09-26 | 2011-01-05 | 江苏省天一中学 | Anti-seismic building structure |
| CN105401772A (en) * | 2015-12-17 | 2016-03-16 | 黄淮学院 | Damping and anti-vibration section steel structured house |
| CN107338859A (en) * | 2017-08-24 | 2017-11-10 | 河北金昌华安实业有限公司 | A kind of simple assembling room |
| CN208105587U (en) * | 2018-04-13 | 2018-11-16 | 青岛瑞港重工有限公司 | A kind of steel structure earthquake-resistant workshop |
| CN109024959A (en) * | 2018-07-21 | 2018-12-18 | 四川启创建设工程有限公司 | A kind of Antiseismic house builds structure |
-
2019
- 2019-02-01 CN CN201910102800.7A patent/CN109779020B/en active Active
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20040093816A1 (en) * | 1995-10-17 | 2004-05-20 | Smythe Timothy D. | Drywall finishing system |
| CN101936084A (en) * | 2010-09-26 | 2011-01-05 | 江苏省天一中学 | Anti-seismic building structure |
| CN105401772A (en) * | 2015-12-17 | 2016-03-16 | 黄淮学院 | Damping and anti-vibration section steel structured house |
| CN107338859A (en) * | 2017-08-24 | 2017-11-10 | 河北金昌华安实业有限公司 | A kind of simple assembling room |
| CN208105587U (en) * | 2018-04-13 | 2018-11-16 | 青岛瑞港重工有限公司 | A kind of steel structure earthquake-resistant workshop |
| CN109024959A (en) * | 2018-07-21 | 2018-12-18 | 四川启创建设工程有限公司 | A kind of Antiseismic house builds structure |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112942560A (en) * | 2021-02-03 | 2021-06-11 | 四川洪瑞建工集团有限公司 | Structure is built to antidetonation room |
| CN112942178A (en) * | 2021-04-26 | 2021-06-11 | 江苏华木空间结构有限公司 | Steel construction stand and steel construction system that takes precautions against earthquakes |
Also Published As
| Publication number | Publication date |
|---|---|
| CN109779020B (en) | 2020-07-24 |
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