CN109024959A - A kind of Antiseismic house builds structure - Google Patents
A kind of Antiseismic house builds structure Download PDFInfo
- Publication number
- CN109024959A CN109024959A CN201810807590.7A CN201810807590A CN109024959A CN 109024959 A CN109024959 A CN 109024959A CN 201810807590 A CN201810807590 A CN 201810807590A CN 109024959 A CN109024959 A CN 109024959A
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- support
- buffering
- support base
- support column
- baseboard
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Business, Economics & Management (AREA)
- Emergency Management (AREA)
- Environmental & Geological Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
- Vibration Prevention Devices (AREA)
Abstract
The invention discloses a kind of Antiseismic houses to build structure, is related to room and builds construction applications.It aims to solve the problem that traditional worker-house anti-seismic performance is low, influences the problem of human life's safety.Its drip irrigation device includes support base, and the support base roof offers damping trough, and several steel balls are provided in the damping trough, are provided with support baseboard on the steel ball；The support baseboard roof is flushed with support base roof, and the support baseboard side wall is provided with the flexible damped ring of first contacted with damping trough inner sidewall；Support frame is provided on the support baseboard.Invention achieves can be improved room to build the effect of structural seismic performance, so that in coming earthquake one layer of guarantee can be added to the life security of personnel.
Description
Technical field
The present invention relates to rooms to build construction applications, more specifically, it relates to which a kind of Antiseismic house builds structure.
Background technique
In general, as natural calamity in recent years takes place frequently, earthquake is a kind of to endanger extraordinary serious natural calamity.Earthquake is made
At property loss and casualties, mainly as caused by the collapsing of building.Earthquake to go also fast, often
The even more than ten seconds very of short duration time at tens seconds occurs.People are difficult to be especially high building out of room within the so short time
In escape, especially night, people are greatly all in sleep state, and in case of earthquake, the injures and deaths caused by personnel are just more tight
Weight.The generation of earthquake very not have rule can be followed, and current technology also ram-jolt can not be applied over the ground and be difficult accurate forecast.Though now
There are some earthquake prewarning devices, but these earthquake prewarning devices are difficult popularity, therefore how to reduce in earthquake and build
Building collapsing with casualties caused by the falling of floor and property loss for object is current problem to be solved.
General building all can all have certain during construction by more critically calculating and predicting
Seismic behavior.It is all to belong to temporarily to build but relative to the building on building site, especially worker-house, input cost is less, convenient
Dismounting.
Existing notification number is the Chinese patent of CN105113633B, discloses a kind of interim room in quick detachable building site and builds structure,
It includes supporting mechanism and top mechanism, and supporting mechanism includes strut, pillar and reinforcing rod, and strut, pillar and reinforcing rod are logical
Cross fastening assembly connection；Top mechanism includes two pieces of top plates being obliquely installed and support plate, support plate and reinforcing rod, top plate and branch
It is connected by fastening assembly between column；Fastening assembly includes main body, grafting body, electromagnet, fixture block and sliding block, is equipped in sliding block
First magnet, inserted terminal are equipped with the second magnet.By opening or closing for magnet control fastening assembly, to realize in structure
Close connection between each component, total are avoided being connected by screw bolts, so that dismounting maintenance is more convenient.
But the above-mentioned interim room in quick detachable building site is built between each component of structure and is connected using fastening assembly, and avoid using
It is bolted, although dismounting is easy to maintain, when coming earthquake, lacks and easily collapse, jeopardize the life security of personnel.
Summary of the invention
In view of the deficiencies of the prior art, the present invention intends to provide a kind of Antiseismic house to build structure, with energy
Enough improve the advantage of anti-seismic performance.
To achieve the above object, the present invention provides the following technical scheme that
A kind of Antiseismic house builds structure, including support base, and the support base roof offers damping trough, sets in the damping trough
Several steel balls are equipped with, are provided with support baseboard on the steel ball；The support baseboard roof is flushed with support base roof, described
Support baseboard side wall is provided with the flexible damped ring of first contacted with damping trough inner sidewall；Support is provided on the support baseboard
Skeleton.
By using above-mentioned technical proposal, support base is embedded in ground, and roof is flushed with ground；Support baseboard is set
It sets on the steel ball in damping trough, the first flexible damped ring is provided between side wall and damping trough inner sidewall, so as to protect
The stability for demonstrate,proving support frame on support baseboard, facilitates personnel's normal use；When coming earthquake, support frame is with support bottom
Plate slightly slides on steel ball, can weaken the destructive power of earthquake significantly, so as to improve the anti-seismic performance that structure is built in room；
Damped ring can deformation occurs for first flexibility, is on the one hand capable of providing the displacement that support baseboard slightly slides, another aspect energy
Buffer function is enough played, so as to weaken the destructive power of earthquake, improves the anti-seismic performance that structure is built in room.
Further, the support frame includes four support posts connecting with support baseboard, on the support post
It is arranged with the support column contacted with support baseboard, is provided with the support bullet contacted with support post roof in the support column
Spring；The support beam positioned at top is provided between the adjacent support column.
By using above-mentioned technical proposal, support post is connect with support baseboard, and support column is set on support post,
And support column bottom wall is contacted with support baseboard, so as to guarantee to support the stability of column；Support column in be provided with
The support spring of support post roof contact, support spring is in compressive state, and when coming earthquake, support spring plays buffering and makees
With the destructive power of support frame can be reduced, so as to improve the anti-seismic performance that structure is built in room.
Further, the support column bottom wall is provided with the flexible damped ring of second contacted with support baseboard.
By using above-mentioned technical proposal, damped ring can deformation occurs for the second flexibility, on the one hand can give support column
Slight displacement is provided along the vertical direction, cooperates support spring, so as to reduce earthquake to the destructive power of support frame；Separately
On the one hand the second flexible damped ring can play cushioning buffer effect, can equally reduce earthquake to the destructive power of support frame,
So as to improve the anti-seismic performance that structure is built in room.
Further, sector lead viscoelastic damper is provided between the support beam and support column.
By using above-mentioned technical proposal, on the one hand sector lead viscoelastic damper plays the role of energy-dissipating and shock-absorbing, thus
Earthquake can be reduced to the destructive power of support beam and support column connecting node, improve the seismic stability of support frame；Separately
On the one hand support beam can be reinforced and support the structural strength of column connecting node, to improve the stability against earthquake of support frame
Property.
Further, the sector lead viscoelastic damper both ends, which are respectively arranged with, is set in support beam and support column
On horizontal bush and vertical sleeve.
By using above-mentioned technical proposal, sector lead viscoelastic damper passes through horizontal bush and vertical sleeve and branch respectively
Support crossbeam is connected with support column, is acted on so as to improve the structural strengthening of support beam and support column connecting node,
And then improve the seismic stability of support frame.
Further, positioning pillars opposite with support column respectively, institute there are four being uniformly arranged in the support base
State positioning pillars side wall be provided be set in support column on abutment sleeve, the abutment sleeve inner sidewall and support column outside
Side wall is in gap setting.
By using above-mentioned technical proposal, positioning pillars are connect with support base, and abutment sleeve is set on support column,
So as to improve the structural stability that support base is connect with support frame, and then it can be improved the shock resistance that structure is built in room
Energy；Abutment sleeve inner sidewall and support column lateral wall are in gap setting, can cooperate the sliding of support baseboard, give support column
Slight displacement is provided, so as to improve the anti-seismic performance that structure is built in room.
Further, the abutment sleeve inner sidewall is provided with the third flexibility contacted with support column lateral wall and damps
Circle.
By using above-mentioned technical proposal, on the one hand third flexibility damped ring can be improved support column and positioning column
The stability of connection；On the other hand, third flexibility damped ring can deformation occurs, will not influence the slight displacement of support column
Amount, and cushioning buffer effect can be played, so as to improve the anti-seismic performance that structure is built in room.
Further, the support base bottom end is provided with buffering bottom plate, between buffering bottom plate and the support base
Cloth is provided with several elastic buffering mechanisms.
It by using above-mentioned technical proposal, buffers bottom plate and is embedded in ground, and be arranged between support base flexible
Buffer unit then buffers bottom plate and elastic buffering mechanism and cooperates, and can reduce earthquake to the destructive power of support base, so as to
Improve the anti-seismic performance that structure is built in room.
Further, the support base surrounding is provided with buffering side plate, the buffering side plate and support base outside
Several elastic buffering mechanisms have been uniformly arranged between wall.
By using above-mentioned technical proposal, side plate and buffering bottom plate cooperation are buffered, support base can be played comprehensive
Protective effect, be further reduced earthquake to the destructive power of support base, so as to improve the anti-seismic performance that structure is built in room.
Further, the elastic buffering mechanism includes buffer spring, and the buffer spring both ends are symmetrically arranged with and prop up
Support pedestal, buffering bottom plate buffer the buffering supporting plate that side plate is fixedly connected.
By using above-mentioned technical proposal, buffer spring plays the role of elastic buffer, so as to reduce earthquake to support
The destructive power of pedestal.
In conclusion the invention has the following advantages:
1, support base, steel ball, support baseboard and the first flexible damped ring are used, room is built to generate and can reduce earthquake
Structural damage power improves the effect that structural seismic performance is built in room；
2, support post, support column and support spring are used, so that destruction of the earthquake to support frame can be reduced by generating
Power improves the effect that structural seismic performance is built in room；
3, sector lead viscoelastic damper is used, to generate the effect of energy-dissipating and shock-absorbing reinforcing, and then room is can be improved and builds knot
The anti-seismic performance of structure.
Detailed description of the invention
Fig. 1 builds the overall structure diagram of structure for Antiseismic house a kind of in embodiment 1；
Fig. 2 is the cross-sectional view of support base in embodiment 1, abutment sleeve and support column；
Fig. 3 is the structural schematic diagram of shock mount in embodiment 2.
In figure: 1, support base；11, damping trough；12, steel ball；13, support baseboard；14, the first flexible damped ring；21, it props up
Support column；22, column is supported；23, support spring；24, the second flexible damped ring；3, support beam；4, sector lead viscoelastic hinders
Buddhist nun's device；41, horizontal bush；42, vertical sleeve；5, positioning pillars；51, abutment sleeve；52, third flexibility damped ring；6, it buffers
Bottom plate；71, buffer spring；72, supporting plate is buffered；8, side plate is buffered；91, viscoelasticity layer；92, junction steel plate；93, bolt anchor pole.
Specific embodiment
Below in conjunction with attached drawing, invention is further described in detail.
This specific embodiment is only explanation of the invention, is not limitation of the present invention, those skilled in the art
Member can according to need the modification that not creative contribution is made to the present embodiment after reading this specification, but as long as at this
All by the protection of Patent Law in the scope of the claims of invention.
Embodiment 1:
A kind of Antiseismic house builds structure, referring to Fig.1 comprising support base 1, support base 1 are embedded in ground, roof and ground
Face flushes；1 bottom end of support base is provided with the buffering bottom plate 6 of insertion ground, and surrounding is provided with the buffering side plate 8 of insertion ground,
And several elastic buffering mechanisms are provided between buffering side plate 8 and buffering bottom plate 6 and support base 1；Elastic buffering mechanism packet
Buffer spring 71 is included, 71 both ends of buffer spring are fixedly installed buffering supporting plate 72, buffering supporting plate 72 and buffering side plate 8, buffering bottom
Plate 6 and support base 1 are fixedly connected with；Four buffering side plates 8 and buffering bottom plate 6 play comprehensive guarantor to support base 1
Shield effect, cooperates the antidetonation cushioning effect of buffer spring 71, can be improved the anti-seismic performance that structure is built in room.
Referring to Fig. 2,1 roof of support base offers damping trough 11, intensive steel ball 12, this reality is provided in damping trough 11
The preferred stainless steel steel ball of steel ball 12 in example is applied, so as to extend the service life of steel ball 12；Support bottom is provided on steel ball 12
Plate 13,13 roof of support baseboard are flushed with 1 roof of support base；13 side wall of support baseboard is fixedly installed the first flexible damped ring
14, the first flexible damped ring 14 is contacted with 11 inner sidewall of damping trough, cooperates supporting role of the steel ball 12 to support baseboard 13, thus
It can guarantee the stability of support baseboard 13.When coming earthquake, support baseboard 13 slightly slides on steel ball 12, Ke Yi great
The big destructive power for weakening earthquake, so as to improve the anti-seismic performance that structure is built in room；Shape can occur for the first flexible damped ring 14
Become, is on the one hand capable of providing the displacement that support baseboard 13 slightly slides, on the other hand can play buffer function, so as to
Weaken the destructive power of earthquake, improves the anti-seismic performance that structure is built in room.
Referring to Fig. 2, support frame is provided on support baseboard 13, support frame includes four and is uniformly arranged in support baseboard
Support post 21 on 13, support post 21 are to be fixedly connected with support baseboard 13；Support column is arranged on support post 21
22, it supports in column 22 and is provided with support spring 23；23 top of support spring is contacted with support 22 inner roof wall of column, bottom end and branch
Support the contact of 21 roof of column；Support spring 23 is in compressive state under the gravity of support column 22, then 23 energy of support spring
Cushioning buffer effect is played, enough so as to reduce earthquake to the destructive power of support frame.
Referring to Fig. 2, support 22 bottom end of column is provided with the second flexible damped ring 24, the second flexible damped ring 24 and support bottom
The contact of 13 roof of plate；Damped ring 24 can deformation occurs for second flexibility, on the one hand can mention along the vertical direction to support column 22
For slight displacement, cooperate support spring 23, so as to reduce earthquake to the destructive power of support frame；On the other hand second
Flexible damped ring 24 can play cushioning buffer effect, can equally reduce earthquake to the destructive power of support frame, so as to
Improve the anti-seismic performance that structure is built in room.
Referring to Fig. 2, there are four positioning pillars 5 opposite with support column 22 respectively, positioning pillars for setting in support base 1
5 with support base 1 be fixedly connected；5 side wall top of positioning pillars is provided with abutment sleeve 51, and abutment sleeve 51 is set in support
On column 22；It is provided with gap between 51 inner sidewall of abutment sleeve and support 22 lateral wall of column, so as to cooperate support bottom
The slight sliding of plate 13.
Referring to Fig. 2,51 inner sidewall of abutment sleeve is provided with the third flexibility damped ring contacted with support 22 lateral wall of column
52,52 one side of third flexibility damped ring can be improved the stability that support column 22 is connect with abutment sleeve 51；On the other hand,
Third flexibility damped ring 52 can deformation occurs, will not influence the slight displacement amount of support column 22, and can play damping
Buffer function, so as to improve the anti-seismic performance that structure is built in room；The first flexible resistance of flexible damped ring 14, second in the present embodiment
Buddhist nun's circle 24 and the equal preferred rubber circle of third flexibility damped ring 52.
Referring to Fig.1, support frame further includes the support beam 3 between two neighboring support column 22, support beam 3
It is fixedly connected positioned at support 22 top of column, and with support column 22.The primary structure of structure is built as support in room in the present embodiment
Pedestal 1 and support frame can be built to form complete worker-house on the basis of support frame.
Referring to Fig.1, it supports and is provided with sector lead viscoelastic damper 4 between column 22 and support beam 3, in the present embodiment
The quantity of sector lead viscoelastic damper 4 is four；4 both ends of sector lead viscoelastic damper, which are respectively arranged with, is set in support cross
Horizontal bush 41 on beam 3, and the vertical sleeve 42 being set on support column 22；Sector lead viscoelastic damper 4 and water
Flat sleeve 41 and vertical sleeve 42 cooperate, and can be realized the seismic hardening of support frame connecting node, build so as to improve room
The anti-seismic performance of structure.
Working principle is as follows:
Support base 1, buffering side plate 8, buffering bottom plate 6 and elastic buffering mechanism are embedded in ground, then four bufferings
Side plate 8 and buffering bottom plate 6 play comprehensive protective effect to support base 1, cooperate the antidetonation cushion performance of buffer spring 71,
It can be improved the anti-seismic performance that structure is built in room；
When coming earthquake, support baseboard 13 slightly slides on steel ball 12, can weaken the destructive power of earthquake significantly, thus
It can be improved the anti-seismic performance that structure is built in room；
Support spring 23 and sector lead viscoelastic damper 4 cooperate, and can be improved the anti-seismic performance of support frame, so as to mention
The anti-seismic performance of structure is built in high room.
Embodiment 2:
A kind of Antiseismic house builds structure, and referring to Fig. 3 and Fig. 1, based on embodiment 1, the difference of the present embodiment and embodiment 1 exists
In: shock mount is provided between support beam 3 and support column 22 in the present embodiment；Shock mount includes two junction steel plates
92, viscoelasticity layer 91 is provided between two junction steel plates 92, and junction steel plate 92 is uniformly arranged far from the end face of viscoelasticity layer 91
There are four bolt anchor poles 93；Shock mount is connect with support beam 3 and support column 22 respectively by bolt anchor pole 93, viscoelasticity
Layer 91 plays cushioning buffer effect, can further increase the anti-seismic performance of support frame, and so as to improve room, to build structure whole
The anti-seismic performance of body.
Working principle is as follows: the difference from embodiment 1 is that: support beam 3 and support column 22 are connected by shock mount
It connects, the anti-seismic performance of support frame can be further increased, so as to improve the anti-seismic performance that structure entirety is built in room.
Claims (10)
1. a kind of Antiseismic house builds structure, it is characterised in that: including support base (1), support base (1) roof, which offers, to be subtracted
It shakes slot (11), is provided with several steel balls (12) in the damping trough (11), is provided with support baseboard (13) on the steel ball (12)；
Support baseboard (13) roof is flushed with support base (1) roof, and support baseboard (13) side wall is provided with and damping trough
(11) the first of inner sidewall contact the flexible damped ring (14)；Support frame is provided on the support baseboard (13).
2. Antiseismic house according to claim 1 builds structure, it is characterised in that: the support frame includes four and support bottom
The support post (21) of plate (13) connection, is arranged with the support column contacted with support baseboard (13) on the support post (21)
(22), the support spring (23) contacted with support post (21) roof is provided in support column (22)；The adjacent branch
The support beam (3) positioned at top is provided between support column (22).
3. Antiseismic house according to claim 2 builds structure, it is characterised in that: support column (22) bottom wall be provided with
The flexible damped ring (24) of the second of support baseboard (13) contact.
4. Antiseismic house according to claim 2 builds structure, it is characterised in that: the support beam (3) and support column
(22) sector lead viscoelastic damper (4) are provided between.
5. Antiseismic house according to claim 4 builds structure, it is characterised in that: the sector lead viscoelastic damper (4) two
End is respectively arranged with the horizontal bush (41) and vertical sleeve (42) being set in support beam (3) and support column (22).
6. building structure according to Antiseismic house described in any claim in claim 2-5, it is characterised in that: the support base
(1) it is uniformly arranged on there are four positioning pillars (5) opposite with support column (22) respectively, positioning pillars (5) side wall is set
It is equipped with the abutment sleeve (51) being set in support column (22), abutment sleeve (51) inner sidewall and support column (22) are outside
Side wall is in gap setting.
7. Antiseismic house according to claim 6 builds structure, it is characterised in that: abutment sleeve (51) inner sidewall is provided with
The third flexibility damped ring (52) contacted with support column (22) lateral wall.
8. Antiseismic house described in any claim builds structure in -5 according to claim 1, it is characterised in that: the support base
(1) bottom end is provided with buffering bottom plate (6), the buffering bottom plate (6) and support base (1) if between be uniformly arranged dry elasticity and delayed
Flushing device.
9. Antiseismic house according to claim 8 builds structure, it is characterised in that: support base (1) surrounding is provided with
It buffers side plate (8), has been uniformly arranged several elastic buffering mechanisms between the buffering side plate (8) and support base (1) lateral wall.
10. Antiseismic house according to claim 9 builds structure, it is characterised in that: the elastic buffering mechanism includes buffering elastic
Spring (71), buffer spring (71) both ends are symmetrically arranged with and support base (1), buffering bottom plate (6) or buffering side plate (8)
The buffering supporting plate (72) being fixedly connected.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810807590.7A CN109024959A (en) | 2018-07-21 | 2018-07-21 | A kind of Antiseismic house builds structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810807590.7A CN109024959A (en) | 2018-07-21 | 2018-07-21 | A kind of Antiseismic house builds structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN109024959A true CN109024959A (en) | 2018-12-18 |
Family
ID=64644832
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810807590.7A Pending CN109024959A (en) | 2018-07-21 | 2018-07-21 | A kind of Antiseismic house builds structure |
Country Status (1)
| Country | Link |
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| CN (1) | CN109024959A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109779020A (en) * | 2019-02-01 | 2019-05-21 | 江苏华木空间结构有限公司 | A kind of steel building aseismatic mechanism |
| CN112814423A (en) * | 2021-03-11 | 2021-05-18 | 宁波万基建设有限公司 | Anti-seismic building structure |
| 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 |
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| CN1303978A (en) * | 2000-01-10 | 2001-07-18 | 王俊斗 | Aseismic technology for high-rise building |
| CN201268894Y (en) * | 2008-09-28 | 2009-07-08 | 董传治 | Rolling and sliding type shock-proof device for building |
| CN201420308Y (en) * | 2009-06-01 | 2010-03-10 | 舒文超 | Steel ball-spring vibration isolation support structure |
| KR20140142512A (en) * | 2013-06-04 | 2014-12-12 | 한국수력원자력 주식회사 | The isolating device with seismic isolators against wind |
| CN107574944A (en) * | 2017-09-12 | 2018-01-12 | 上海应用技术大学 | A kind of anti-buckling fan-shaped metal damper applied to assembled beam-column node region |
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Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1303978A (en) * | 2000-01-10 | 2001-07-18 | 王俊斗 | Aseismic technology for high-rise building |
| CN201268894Y (en) * | 2008-09-28 | 2009-07-08 | 董传治 | Rolling and sliding type shock-proof device for building |
| CN201420308Y (en) * | 2009-06-01 | 2010-03-10 | 舒文超 | Steel ball-spring vibration isolation support structure |
| KR20140142512A (en) * | 2013-06-04 | 2014-12-12 | 한국수력원자력 주식회사 | The isolating device with seismic isolators against wind |
| CN107574944A (en) * | 2017-09-12 | 2018-01-12 | 上海应用技术大学 | A kind of anti-buckling fan-shaped metal damper applied to assembled beam-column node region |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109779020A (en) * | 2019-02-01 | 2019-05-21 | 江苏华木空间结构有限公司 | A kind of steel building aseismatic mechanism |
| CN109779020B (en) * | 2019-02-01 | 2020-07-24 | 江苏华木空间结构有限公司 | Steel construction building shockproof mechanism |
| 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 |
| CN112814423A (en) * | 2021-03-11 | 2021-05-18 | 宁波万基建设有限公司 | Anti-seismic building structure |
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Application publication date: 20181218 |