CN108005246A - A kind of vibration prevention system in artificial tree room - Google Patents
A kind of vibration prevention system in artificial tree room Download PDFInfo
- Publication number
- CN108005246A CN108005246A CN201711197670.7A CN201711197670A CN108005246A CN 108005246 A CN108005246 A CN 108005246A CN 201711197670 A CN201711197670 A CN 201711197670A CN 108005246 A CN108005246 A CN 108005246A
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- tree room
- ground
- room
- tree
- prevention system
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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
- E04H9/021—Bearing, supporting or connecting constructions specially adapted for such buildings
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- 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 vibration prevention system in artificial tree room, including：It is installed on ground and is arranged on the horizontal shock-absorbing mechanism for being used to be supported tree room below tree room；The vertical damping being embedded between the ground；And it is fixed on the flexible connector for being used for that pressure holding is carried out to horizontal shock-absorbing mechanism between tree room bottom plate center and ground.This programme uses new mechanical structure, when an earthquake occurs, on vibrations conduction in wave shape to the tree room of earthquake, the lateral thrust suffered by tree room can be reduced using horizontal shock-absorbing mechanism, it can slow down the vertical thrust suffered by tree room using vertical damping, reduce the rigid thrust that tree room is subject in earthquake so as to improve so that tree room can be buffered during exercise, reduce the probability that tree room caves in, reduce security risk.
Description
Technical field
The present invention relates to one kind to set room, more particularly to a kind of vibration prevention system in artificial tree room.
Background technology
Tree room refers to build house in the tree, and artificial tree room is then the house built on artificial tree, artificial tree room due to
The size of artificial tree, structure, shape and then can be customized from the limitation of tree according to the real demand of people.
With the development of the social economy, people are no longer satisfied with living in common hotel room within doors when tourism,
The object that artificial tree room is favored into everybody, house are uphang in midair, and full of rustic charm, and people are for the space requirement leaf in tree room
It is growing, cause artificial tree room often to be built more aobvious tall and big, so as to cause the tree room when artificial tree room runs into earthquake easy
Cave in, buried security risk, existing can improvements.
The content of the invention
The object of the present invention is to provide a kind of vibration prevention system in artificial tree room, vertical damping and horizontal shock-absorbing machine are utilized
Structure effectively reduces the probability that tree room caves in earthquake.
The present invention above-mentioned technical purpose technical scheme is that：A kind of antidetonation system in artificial tree room
System, including：
It is installed on ground and is arranged on the horizontal shock-absorbing mechanism for being used to be supported tree room below tree room；
The vertical damping being embedded between the ground；And
It is fixed on the flexible connector for being used for that pressure holding is carried out to horizontal shock-absorbing mechanism between tree room bottom plate center and ground.
By using above-mentioned technical proposal, when an earthquake occurs, on vibrations conduction in wave shape to the tree room of earthquake, water is utilized
Flat damping can reduce the lateral thrust suffered by tree room, can slow down pushing away vertically suffered by tree room using vertical damping
Power, reduces the rigid thrust that tree room is subject in earthquake so that tree room can be buffered during exercise, be reduced so as to improve
The probability that tree room caves in, reduces security risk.
The further setting of the present invention, the horizontal shock-absorbing mechanism include multiple inclined along the circumferentially-spaced of tree room
The damper rod of setting, the damper rod are less than one end away from tree room close to the distance between one end in tree room to flexible connector
Arrive the distance between flexible connector.
By using above-mentioned technical proposal, horizontal shock-absorbing mechanism and the diameter of ground coupling part are more than with setting room connecting portion
The diameter divided, so as to carry out stablizing support to tree room, and damper rod has elastic thrust so that tree room can be damped bar
The elastic force of multiple directions, tree room can be movable in the horizontal direction, and the energy of earthquake is by horizontal shock-absorbing mechanism and vertical damping machine
Structure absorbs, so as to reduce the probability that tree room caves in.
The further setting of the present invention, the ground below the damper rod is separate, and installation is installed with the ground
Plate, the installing plate are rotatablely connected by No.1 axis pin and damper rod, and connecting plate, the resistance are installed with below the tree room bottom plate
Buddhist nun's bar top is rotatablely connected by No. two axis pins and connecting plate.
By using above-mentioned technical proposal, damper rod one end is rotatably assorted with installing plate, the other end is rotated with connecting plate
Coordinate, when an earthquake occurs, tree room can be movable in the horizontal direction, and damper rod occurs flexible and rotates, the energy quilt of earthquake
Damper rod absorbs, so as to reduce the probability that tree room caves in.
The further setting of the present invention, the angle between adjacent dampening bars is 60 degree.
By using above-mentioned technical proposal, the damper rod angle of two equal lengths is in 60 degree so that two damper rods and ground
Face forms equilateral triangle structure so that damper rod can make more damper rod uniform forces when being supported to tree room.
The further setting of the present invention, the tree room bottom plate lower section are provided with bulge loop, and the horizontal shock-absorbing mechanism includes perpendicular
Directly it is arranged on the annular trunk that tree room is used to support on ground and is horizontal and is disposed on the hydraulic pressure resistance of bulge loop side
Buddhist nun's device, described hydraulic damper one end are connected with bulge loop, and the other end is connected with annular trunk.
By using above-mentioned technical proposal, tree room is subject to the thrust of multiple hydraulic dampers in the horizontal direction, in spot
During shake, tree room can shift with vertical direction in the horizontal direction, and tree room produces relative motion, earthquake with horizontal shock-absorbing mechanism
Energy absorbed by hydraulic damper, so as to reduce the probability caved in of tree room, after earthquake, tree room can be in hydraulic damper
Thrust under return back to original position.
The further setting of the present invention, the caulking groove for being embedded hydraulic damper, the caulking groove are offered on the bulge loop
The No.1 shaft for being fed through hydraulic damper bottom plate is inside connected with, fixed plate is installed with the inner wall of the annular trunk, it is described
The top of hydraulic damper is rotatablely connected by No. two shafts and fixed plate.
By using above-mentioned technical proposal, hydraulic damper one end is rotatably assorted with bulge loop, the other end and annular trunk
It is rotatably assorted, when an earthquake occurs, tree room can shift, and hydraulic damper occurs to stretch, while hydraulic damper can occur
Rotation prevents from producing interference to tree room.
The further setting of the present invention, the flexible connector are cable wire, are provided with the ground immediately below the cable wire
Hoist engine, described cable wire one end and the center for setting room bottom plate are affixed, and the other end is wrapped on hoist engine.
By using above-mentioned technical proposal, cable wire is wound using hoist engine so that Cable tension tree room, tree room is pressed on
In horizontal shock-absorbing mechanism, the tensioning degree by adjusting cable wire can change thrust of the horizontal shock-absorbing mechanism to tree room so that tree
Room when load-bearing changes, will not in the vertical direction larger floating occurs so that the stability in the tree room improved, and cable wire
With certain elasticity, when an earthquake occurs, cable wire will not produce interference to the tree room offset for setting room.
The further setting of the present invention, the vertical damping is lead rubber bearing, is set between the ground
Fault structure is equipped with, the lead rubber bearing is embedded in the fault structure.
By using above-mentioned technical proposal, lead rubber bearing has enough vertical bearing capacities, the branch that can stablize
Building is held, when an earthquake occurs the detrusion of multilayer rubber bearing, lead for retractable pencil absorbs energy, after earthquake, lead for retractable pencil by plastic deformation
Set back automatically further through Dynamic- Recovery and recrystallization process, and the effect of the shearing strength of rubber, building, so as to reach
To good anti seismic efficiency.
In conclusion the invention has the advantages that：
1. the setting of horizontal shock-absorbing mechanism and vertical damping so that horizontal shock-absorbing mechanism can reduce the horizontal stroke suffered by tree room
To thrust, the vertical thrust suffered by tree room can be slowed down using vertical damping so that tree room can be delayed during exercise
Punching, reduces the probability that tree room caves in；
2. the setting of cable wire and hoist engine so that the tensioning degree by adjusting cable wire can change horizontal shock-absorbing mechanism to tree
The thrust in room, when setting room and change in load-bearing, will not in the vertical direction larger floating occurs so that the tree room improved
Stability, and cable wire has certain elasticity, when an earthquake occurs, cable wire will not produce interference to the tree room offset for setting room.
Brief description of the drawings
Fig. 1 is the general assembly structure diagram in artificial tree room in embodiment one；
Fig. 2 is the general assembly structure diagram of vertical damping in embodiment one；
Fig. 3 is the general assembly structure diagram in artificial tree room in embodiment two；
Fig. 4 is the cross-sectional view in artificial tree room in embodiment two.
Reference numeral：1st, ground；2nd, horizontal shock-absorbing mechanism；21st, damper rod；22nd, hydraulic damper；23rd, annular trunk；3、
Vertical damping；4th, installing plate；5th, No.1 axis pin；6th, connecting plate；7th, No. two axis pins；8th, room bottom plate is set；9th, connection ring；10、
Cable wire；11st, hoist engine；12nd, bulge loop；13rd, caulking groove；14th, No.1 shaft；15th, fixed plate；16th, No. two shafts.
Embodiment
The present invention is described in further detail below in conjunction with attached drawing.
Embodiment one：It is shown referring to Figures 1 and 2, a kind of vibration prevention system in artificial tree room, including be installed on ground 1 and use
In the horizontal shock-absorbing mechanism 2 being supported to tree room, fault structure is provided between ground 1, it is embedding between the fault structure
Equipped with vertical damping 3, vertical damping 3 is lead rubber bearing.So as to when an earthquake occurs, be subtracted using level
Shake mechanism 2 can reduce the lateral thrust suffered by tree room, can slow down pushing away vertically suffered by tree room using vertical damping 3
Power so that tree room can be buffered during exercise, reduce the probability that tree room caves in.
With reference to shown in Fig. 1, horizontal shock-absorbing mechanism 2 includes multiple along the circumferentially spaced damper rod 21 for setting room, damping
Bar 21 is inclined to set, and damper rod 21 is less than the one of remote tree room close to the distance between one end in tree room to flexible connector
The distance between flexible connector is held, horizontal shock-absorbing mechanism 2 and the diameter of 1 coupling part of ground is more than with setting room connecting portion
The diameter divided, so as to carry out stablizing support to tree room.
With reference to shown in Fig. 2, the ground 1 of multiple lower sections of damper rod 21 is separate, and installing plate 4 is installed with ground 1, is pacified
Loading board 4 is rotatablely connected by No.1 axis pin 5 and damper rod 21, is installed with connecting plate 6 below tree room bottom plate 8, damper rod 21 pushes up
End is rotatablely connected by No. two axis pins 7 with connecting plate 6, since damper rod 21 has certain elastic force so that damper rod 21 is being stretched
It can rotate during contracting.In order to make uniform force between more damper rods 21, the angle between adjacent dampening bars 21 is 60 degree.
It is shown referring to Figures 1 and 2, it is provided with flexible connector, flexible connector between tree 8 center of room bottom plate and ground
For cable wire 10, hoist engine 11 is installed on the ground 1 immediately below cable wire 10, the center of tree room bottom plate 8 is installed with connection ring 9,
10 one end of cable wire is tied up in connection ring 9, and the other end is wrapped on hoist engine 11, winds cable wire 10 using hoist engine 11 so that steel
Rope 10 tenses tree room, and tree room is pressed in horizontal shock-absorbing mechanism 2, can change level by the tensioning degree for adjusting cable wire 10
Damping 2 is to setting the thrust in room so that tree room when load-bearing changes, will not in the vertical direction larger floating occurs,
So as to the stability for setting room improved, and cable wire 10 has certain elasticity, and when an earthquake occurs, cable wire 10 will not be to tree room
Set room offset and produce interference.
The course of work is summarized：When an earthquake occurs, set room and produce relative motion with damper rod 21, damper rod 21 occurs flexible
And rotate, the energy of earthquake is damped bar 21 and absorbs, so as to reduce the probability that tree room caves in, after earthquake, tree room can
Original position is returned back under the thrust of damper rod 21.
Embodiment two：With reference to shown in Fig. 3 and Fig. 4, the difference of itself and embodiment one is, below tree room bottom plate 8
Bulge loop 12 is provided with, horizontal shock-absorbing mechanism 2 includes the annular trunk 23 being vertically arranged on ground 1 and is disposed on bulge loop
The hydraulic damper 22 of 12 sides, hydraulic damper 22 are offered for being embedded hydraulic damping in being horizontally disposed with bulge loop 12
The caulking groove 13 of device 22, is connected with the No.1 shaft 14 for being fed through 22 bottom plate of hydraulic damper in caulking groove 13, annular trunk 23 it is interior
Correspondence is installed with fixed plate 15 on wall, and the top of hydraulic damper 22 is rotatablely connected by No. two shafts 16 with fixed plate 15,
When an earthquake occurs, to set room and produce relative motion with horizontal shock-absorbing mechanism 2, the energy of earthquake is absorbed by hydraulic damper 22, so that
Reduce the probability that tree room caves in, after earthquake, tree room can return back to original position under the thrust of hydraulic damper 22.
This specific embodiment is only explanation of the invention, it is not limitation of the present invention, people in the art
Member as needed can make the present embodiment the modification of no creative contribution after this specification is read, but as long as at this
All protected in the right of invention be subject to Patent Law.
Claims (8)
- A kind of 1. vibration prevention system in artificial tree room, it is characterised in that including：It is installed on ground (1) and is arranged on the horizontal shock-absorbing mechanism (2) for being used to be supported tree room below tree room；The vertical damping (3) being embedded between the ground (1)；AndIt is fixed on the flexible connector that tree room bottom plate (8) is used to carry out horizontal shock-absorbing mechanism (2) pressure holding between center and ground.
- A kind of 2. vibration prevention system in artificial tree room according to claim 1, it is characterised in that the horizontal shock-absorbing mechanism (2) multiple inclined circumferentially spaced damper rods (21) along tree room are included, the damper rod (21) is close to tree room One end be less than one end away from tree room to the distance between flexible connector and arrive the distance between flexible connector.
- 3. the vibration prevention system in a kind of artificial tree room according to claim 2, it is characterised in that below the damper rod (21) Ground (1) independently of each other, be installed with installing plate (4) on the ground (1), the installing plate (4) by No.1 axis pin (5) with Damper rod (21) is rotatablely connected, and is installed with connecting plate (6) below the tree room bottom plate (8), damper rod (21) top passes through No. two axis pins (7) are rotatablely connected with connecting plate (6).
- 4. the vibration prevention system in a kind of artificial tree room according to claim 3, it is characterised in that between adjacent dampening bars (21) Angle be 60 degree.
- 5. the vibration prevention system in a kind of artificial tree room according to claim 1, it is characterised in that under the tree room bottom plate (8) Side is provided with bulge loop (12), and the horizontal shock-absorbing mechanism (2) includes being vertically arranged in the annular for being used to support tree room on ground (1) Trunk (23) and it is horizontal and is disposed on the hydraulic damper (22) of bulge loop (12) side, the hydraulic damper (22) one end is connected with bulge loop (12), and the other end is connected with annular trunk (23).
- 6. the vibration prevention system in a kind of artificial tree room according to claim 5, it is characterised in that opened up on the bulge loop (12) It is useful for being embedded the caulking groove (13) of hydraulic damper (22), is connected with the caulking groove (13) and is fed through hydraulic damper (22) bottom The No.1 shaft (14) of plate, it is described annular trunk (23) inner wall on be installed with fixed plate (15), the hydraulic damper (22) Top pass through No. two shafts (16) and fixed plate (15) and be rotatablely connected.
- 7. the vibration prevention system in a kind of artificial tree room according to claim 1, it is characterised in that the flexible connector is steel Rope (10), is provided with hoist engine (11), described cable wire (10) one end and tree room bottom on the ground (1) immediately below the cable wire (10) The center of plate (8) is affixed, and the other end is wrapped on hoist engine (11).
- A kind of 8. vibration prevention system in artificial tree room according to claim 1, it is characterised in that the vertical damping (3) it is lead rubber bearing, is provided with fault structure between the ground (1), the lead rubber bearing is embedded In the fault structure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711197670.7A CN108005246B (en) | 2017-11-25 | 2017-11-25 | Anti-seismic system of simulation tree house |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711197670.7A CN108005246B (en) | 2017-11-25 | 2017-11-25 | Anti-seismic system of simulation tree house |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN108005246A true CN108005246A (en) | 2018-05-08 |
| CN108005246B CN108005246B (en) | 2020-10-20 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201711197670.7A Active CN108005246B (en) | 2017-11-25 | 2017-11-25 | Anti-seismic system of simulation tree house |
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| Country | Link |
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| CN (1) | CN108005246B (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110425497A (en) * | 2019-08-05 | 2019-11-08 | 东北大学 | A kind of shield tunnel lamps and lanterns support protection damping device |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2001020384A (en) * | 1999-07-06 | 2001-01-23 | Takakon Kk | Building |
| US20070130875A1 (en) * | 2005-12-13 | 2007-06-14 | Detal Gerardo E | Systems and methods for fabricating a structure on an uneven surface |
| CN202031196U (en) * | 2011-04-27 | 2011-11-09 | 浙江舜杰建筑集团股份有限公司 | Anti-seismic building structure |
| CN206309096U (en) * | 2016-12-06 | 2017-07-07 | 乔昱 | Damping type building |
| CN206309098U (en) * | 2016-12-23 | 2017-07-07 | 天津紫荆天工新材料科技有限公司 | A kind of light-duty Isolating Building |
-
2017
- 2017-11-25 CN CN201711197670.7A patent/CN108005246B/en active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2001020384A (en) * | 1999-07-06 | 2001-01-23 | Takakon Kk | Building |
| US20070130875A1 (en) * | 2005-12-13 | 2007-06-14 | Detal Gerardo E | Systems and methods for fabricating a structure on an uneven surface |
| CN202031196U (en) * | 2011-04-27 | 2011-11-09 | 浙江舜杰建筑集团股份有限公司 | Anti-seismic building structure |
| CN206309096U (en) * | 2016-12-06 | 2017-07-07 | 乔昱 | Damping type building |
| CN206309098U (en) * | 2016-12-23 | 2017-07-07 | 天津紫荆天工新材料科技有限公司 | A kind of light-duty Isolating Building |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110425497A (en) * | 2019-08-05 | 2019-11-08 | 东北大学 | A kind of shield tunnel lamps and lanterns support protection damping device |
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| Publication number | Publication date |
|---|---|
| CN108005246B (en) | 2020-10-20 |
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