CN108005246B - Anti-seismic system of simulation tree house - Google Patents
Anti-seismic system of simulation tree house Download PDFInfo
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- CN108005246B CN108005246B CN201711197670.7A CN201711197670A CN108005246B CN 108005246 B CN108005246 B CN 108005246B CN 201711197670 A CN201711197670 A CN 201711197670A CN 108005246 B CN108005246 B CN 108005246B
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- 238000004088 simulation Methods 0.000 title claims abstract description 10
- 238000013016 damping Methods 0.000 claims abstract description 56
- 230000007246 mechanism Effects 0.000 claims abstract description 29
- 230000035939 shock Effects 0.000 claims description 12
- 229910000831 Steel Inorganic materials 0.000 claims description 10
- 239000010959 steel Substances 0.000 claims description 10
- 238000010521 absorption reaction Methods 0.000 claims description 4
- 230000000149 penetrating effect Effects 0.000 claims description 3
- 230000003139 buffering effect Effects 0.000 abstract description 3
- 230000000694 effects Effects 0.000 description 4
- 238000009413 insulation Methods 0.000 description 4
- 230000008859 change Effects 0.000 description 3
- 230000006872 improvement Effects 0.000 description 3
- 230000009471 action Effects 0.000 description 2
- 230000008878 coupling Effects 0.000 description 2
- 238000010168 coupling process Methods 0.000 description 2
- 238000005859 coupling reaction Methods 0.000 description 2
- 238000007667 floating Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 230000008569 process Effects 0.000 description 2
- 238000004804 winding Methods 0.000 description 2
- 208000004350 Strabismus Diseases 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 239000004033 plastic Substances 0.000 description 1
- 238000001953 recrystallisation Methods 0.000 description 1
- 238000010008 shearing Methods 0.000 description 1
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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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- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
- Vibration Prevention Devices (AREA)
Abstract
The invention discloses an earthquake-resistant system of a simulation tree house, which comprises: the horizontal damping mechanism is fixedly arranged on the foundation and arranged below the tree house and used for supporting the tree house; the vertical damping mechanism is embedded between the foundations; and the elastic connecting piece is fixed between the center of the bottom plate of the tree house and the ground and is used for pressing and holding the horizontal damping mechanism. The new mechanical structure of this scheme adoption, when taking place the earthquake, the vibrations of earthquake are the wave form and conduct to the tree room on, utilize horizontal damper to reduce the lateral thrust that the tree room received, utilize vertical damper to slow down the vertical thrust that the tree room received to improved and reduced the rigid thrust that the tree room received in the earthquake, make the tree room can receive the buffering when the motion, reduce the probability that the tree room collapses, reduced the potential safety hazard.
Description
Technical Field
The invention relates to a tree house, in particular to an anti-seismic system of a simulation tree house.
Background
The tree house is a house built on a tree, the simulation tree house is a house built on a simulation tree, and the simulation tree house is not limited by the tree due to the size, the structure and the shape of the simulation tree and can be customized according to the real requirements of people.
Along with the development of social economy, people no longer satisfy in living in ordinary hotel room when the tourism, emulation tree house has become the object that everybody favored, and the house hangs in partly empty highly, is full of the field interest, and people increase increasingly to the space demand leaf in tree house, leads to the more showing height that emulation tree house often built to lead to the emulation tree house to collapse easily when the emulation tree house meets the earthquake, buried the potential safety hazard, exist and can improve the part.
Disclosure of Invention
The invention aims to provide an earthquake-resistant system of a simulation tree house, which utilizes a vertical shock-absorbing mechanism and a horizontal shock-absorbing mechanism to effectively reduce the probability of collapse of the tree house in an earthquake.
The technical purpose of the invention is realized by the following technical scheme: an earthquake resistant system for a simulated tree house, comprising:
the horizontal damping mechanism is fixedly arranged on the foundation and arranged below the tree house and used for supporting the tree house;
the vertical damping mechanism is embedded between the foundations; and the number of the first and second groups,
and the elastic connecting piece is fixed between the center of the bottom plate of the tree house and the ground and is used for pressing and holding the horizontal damping mechanism.
Through adopting above-mentioned technical scheme, when taking place the earthquake, earthquake vibrations are the wave form and conduct to the tree room on, utilize horizontal damper to reduce the lateral thrust that the tree room received, utilize vertical damper to slow down the vertical thrust that the tree room received to improved and reduced the rigid thrust that the tree room received in the earthquake, make the tree room can receive the buffering when the motion, reduce the probability that the tree room collapses, reduced the potential safety hazard.
The horizontal shock absorption mechanism further comprises a plurality of damping rods which are arranged in an inclined state at intervals along the circumferential direction of the tree house, and the distance from one end, close to the tree house, of each damping rod to the elastic connecting piece is smaller than the distance from one end, far away from the tree house, of each damping rod to the elastic connecting piece.
Through adopting above-mentioned technical scheme, horizontal damper and ground coupling part's diameter is greater than with the diameter of tree room coupling part to can carry out the stable support to the tree room, and the damping rod has elastic thrust, makes the tree room can receive the elastic force of a plurality of directions of damping rod, and the tree room can be in the activity of horizontal direction, and the energy of earthquake is absorbed by horizontal damper and vertical damper, thereby reduces the probability that the tree room collapses.
The invention further provides a structure that foundations below the damping rods are mutually independent, a mounting plate is fixedly arranged on the foundations, the mounting plate is rotatably connected with the damping rods through a first pin shaft, a connecting plate is fixedly arranged below a bottom plate of the tree house, and the top ends of the damping rods are rotatably connected with the connecting plate through a second pin shaft.
Through adopting above-mentioned technical scheme, with damping rod one end and mounting panel normal running fit, the other end and connecting plate normal running fit, when taking place the earthquake, the tree room can be in the horizontal direction activity, and the damping rod takes place to stretch out and draw back and rotate, and the energy of earthquake is absorbed by the damping rod to reduce the probability that the tree room collapses.
According to the invention, the included angle between adjacent damping rods is 60 degrees.
Through adopting above-mentioned technical scheme, the damping rod contained angle of double-phase same length is 60 degrees for two damping rods form the regular triangle structure with ground, make the damping rod can make many damping rod atresss even when supporting the tree room.
According to the invention, the lower part of the bottom plate of the tree house is provided with the convex ring, the horizontal damping mechanism comprises an annular trunk which is vertically arranged on the foundation and is used for supporting the tree house and hydraulic dampers which are horizontally arranged on the periphery of the convex ring at intervals, one end of each hydraulic damper is connected with the convex ring, and the other end of each hydraulic damper is connected with the annular trunk.
Through adopting above-mentioned technical scheme, the tree room receives a plurality of hydraulic damper's thrust at the horizontal direction, and when taking place the earthquake, the tree room can take place to squint at horizontal direction and vertical direction, and the tree room produces relative motion with horizontal damper, and the energy of earthquake is absorbed by hydraulic damper to reduce the probability that the tree room collapses, after the earthquake, the tree room can be returned to the normal position under hydraulic damper's thrust effect.
The invention further provides a convex ring, wherein an embedding groove used for embedding the hydraulic damper is formed in the convex ring, a first rotating shaft penetrating through a base plate of the hydraulic damper is fixedly connected in the embedding groove, a fixed plate is fixedly arranged on the inner wall of the annular trunk, and the top end of the hydraulic damper is rotatably connected with the fixed plate through a second rotating shaft.
Through adopting above-mentioned technical scheme, with hydraulic damper one end and bulge loop normal running fit, the other end and annular trunk normal running fit, when taking place the earthquake, the skew can take place for the tree room, and hydraulic damper takes place to stretch out and draw back, and hydraulic damper can take place to rotate simultaneously and prevent to produce the interference to the tree room.
The invention is further provided that the elastic connecting piece is a steel cable, a winch is arranged on the foundation right below the steel cable, one end of the steel cable is fixedly connected with the center of the tree house bottom plate, and the other end of the steel cable is wound on the winch.
Through adopting above-mentioned technical scheme, utilize the hoist engine winding cable wire for the taut tree room of cable wire compresses tightly the tree room on horizontal damper, and the tensioning degree through adjusting the cable wire can change the thrust of horizontal damper to the tree room, makes the tree room when the bearing changes, can not take place great the floating in vertical direction, thereby the stability of the tree room of improvement, and the cable wire has certain elasticity, when the earthquake takes place, the cable wire can not produce the skew interference to the tree room in tree room.
According to the invention, the vertical shock absorption mechanism is a lead core shock insulation rubber support, a fault structure is arranged between the foundations, and the lead core shock insulation rubber support is embedded in the fault structure.
By adopting the technical scheme, the lead core shock insulation rubber support has enough vertical bearing capacity, can stably support a building, and can be stably supported by the multi-layer rubber support in an earthquake, the lead core absorbs energy by plastic deformation, and after the earthquake, the lead core can be automatically restored to the original position by the dynamic restoration and recrystallization processes and the action of the shearing tension of rubber, so that a good earthquake-resistant effect is achieved.
In conclusion, the invention has the following beneficial effects:
1. the arrangement of the horizontal damping mechanism and the vertical damping mechanism enables the horizontal damping mechanism to reduce the transverse thrust borne by the tree house, and the vertical damping mechanism can reduce the vertical thrust borne by the tree house, so that the tree house can be buffered during movement, and the probability of collapse of the tree house is reduced;
2. the setting of cable wire and hoist engine for the tensioning degree through adjusting the cable wire can change the thrust of horizontal damper to the tree house, when the tree house changes at the bearing, can not take place great floating in vertical direction, thereby the stability of the tree house of improvement, and the cable wire has certain elasticity, when the earthquake takes place, the cable wire can not produce the interference to the tree house skew of tree house.
Drawings
FIG. 1 is a schematic view of an assembly structure of an artificial tree house according to an embodiment;
FIG. 2 is a schematic view of an assembly structure of a vertical shock absorbing mechanism according to a first embodiment;
FIG. 3 is a schematic view of an assembly structure of the artificial tree house according to the second embodiment;
fig. 4 is a schematic cross-sectional view of the artificial tree house according to the second embodiment.
Reference numerals: 1. a foundation; 2. a horizontal shock absorbing mechanism; 21. a damping lever; 22. a hydraulic damper; 23. a ring-shaped trunk; 3. a vertical shock absorbing mechanism; 4. mounting a plate; 5. a first pin shaft; 6. a connecting plate; 7. a second pin shaft; 8. a tree house floor; 9. a connecting ring; 10. a steel cord; 11. a winch; 12. a convex ring; 13. caulking grooves; 14. a first rotating shaft; 15. a fixing plate; 16. and a second rotating shaft.
Detailed Description
The present invention will be described in further detail with reference to the accompanying drawings.
The first embodiment is as follows: referring to fig. 1 and 2, an antidetonation system in emulation tree room is including setting firmly horizontal damper 2 that is used for supporting the tree room on ground 1, is provided with fault structure between ground 1, inlays between this fault structure and is equipped with vertical damper 3, and vertical damper 3 is lead core shock insulation rubber bearing. Thereby when taking place the earthquake, utilize horizontal damper 2 can reduce the lateral thrust that the tree room received, utilize vertical damper 3 can slow down the vertical thrust that the tree room received for the tree room can receive the buffering when the motion, reduces the probability that the tree room collapses.
Referring to fig. 1, the horizontal damping mechanism 2 includes a plurality of damping rods 21 disposed at intervals in the circumferential direction of the tree house, the damping rods 21 are disposed in an inclined manner, and the distance from one end of the damping rod 21 close to the tree house to the elastic connecting member is smaller than the distance from one end of the damping rod 21 far away from the tree house to the elastic connecting member, so that the diameter of the connection part between the horizontal damping mechanism 2 and the foundation 1 is larger than the diameter of the connection part with the tree house, thereby stably supporting the tree house.
Referring to fig. 2, foundation 1 below a plurality of damping rods 21 is mutually independent, a mounting plate 4 is fixedly arranged on foundation 1, mounting plate 4 is rotatably connected with damping rods 21 through a pin shaft 5, a connecting plate 6 is fixedly arranged below tree house bottom plate 8, the top end of damping rods 21 is rotatably connected with connecting plate 6 through a pin shaft 7, and damping rods 21 have certain elasticity, so that damping rods 21 can rotate when stretching. In order to make the force between the damping rods 21 uniform, the included angle between the adjacent damping rods 21 is 60 degrees.
Referring to fig. 1 and 2, be provided with elastic connection between tree house bottom plate 8 center and ground, elastic connection is cable wire 10, install hoist engine 11 on ground 1 under cable wire 10, tree house bottom plate 8's center has set firmly go-between 9, cable wire 10 one end system is on go-between 9, the other end twines on hoist engine 11, utilize hoist engine 11 winding cable wire 10, make the taut tree house of cable wire 10, compress tightly the tree house on horizontal damper 2, can change the thrust of horizontal damper 2 to the tree house through the tensioning degree of adjusting cable wire 10, make the tree house when the bearing changes, can not take place great float in vertical direction, thereby the stability of the tree of improvement, and cable wire 10 has certain elasticity, when taking place the earthquake, cable wire 10 can not produce the skew of the tree house of tree house and disturb.
The working process is summarized as follows: when an earthquake occurs, the tree house and the damping rods 21 generate relative motion, the damping rods 21 stretch and rotate, the energy of the earthquake is absorbed by the damping rods 21, and therefore the collapse probability of the tree house is reduced, and after the earthquake occurs, the tree house can return to the original position under the thrust action of the damping rods 21.
Example two: referring to fig. 3 and 4, the difference from the first embodiment is that a convex ring 12 is provided under the tree roof 8, the horizontal shock absorbing mechanism 2 includes a ring trunk 23 vertically provided on the foundation 1 and hydraulic dampers 22 provided at intervals on the circumferential side of the convex ring 12, the hydraulic dampers 22 are horizontally provided, the convex ring 12 is provided with an embedding groove 13 for embedding the hydraulic damper 22, a first rotating shaft 14 penetrating through a bottom plate of the hydraulic damper 22 is fixedly connected in the embedding groove 13, a fixed plate 15 is correspondingly and fixedly arranged on the inner wall of the annular trunk 23, the top end of the hydraulic damper 22 is rotatably connected with the fixed plate 15 through a second rotating shaft 16, when an earthquake occurs, the tree house and the horizontal shock absorption mechanism 2 generate relative motion, and the energy of the earthquake is absorbed by the hydraulic damper 22, so that the probability of collapse of the tree house is reduced, after an earthquake, the tree house can be restored to the original position under the thrust of the hydraulic damper 22.
The present embodiment is only for explaining the present invention, and it is not limited to the present invention, and those skilled in the art can make modifications of the present embodiment without inventive contribution as needed after reading the present specification, but all of them are protected by patent law within the scope of the claims of the present invention.
Claims (6)
1. An earthquake-resistant system for a simulated tree house, comprising: the horizontal damping mechanism (2) is fixedly arranged on the foundation (1) and arranged below the tree house and used for supporting the tree house; a vertical damping mechanism (3) embedded between the foundations (1); the elastic connecting piece is fixed between the center of the tree house bottom plate (8) and the ground and used for pressing and holding the horizontal damping mechanism (2), the elastic connecting piece is a steel rope (10), a winch (11) is installed on the foundation (1) right below the steel cable (10), one end of the steel cable (10) is fixedly connected with the center of the tree house bottom plate (8), and the other end of the steel cable is wound on the winch (11); the horizontal shock absorption mechanism (2) comprises a plurality of damping rods (21) which are arranged in an inclined state at intervals along the circumferential direction of the tree house, and the distance from one end, close to the tree house , of each damping rod (21) to the elastic connecting piece is smaller than the distance from one end, far away from the tree house, of each damping rod to the elastic connecting piece; the tensioning degree of the steel cable is adjusted through the winch so as to adjust the thrust of the horizontal damping mechanism to the tree house, and when the tree house changes in bearing, the tree house cannot float greatly in the horizontal direction and the vertical direction, so that the stability of the tree house is improved.
2. An earthquake-resistant system for an artificial tree house according to claim 1, wherein the foundations (1) below the damping rods (21) and are independent of each other, the foundations (1) are fixedly provided with the mounting plates (4), the mounting plates (4) are rotatably connected with the damping rods (21) through the first pin shafts (5), the tree house bottom plates (8) are fixedly provided with the connecting plates (6), and the top ends of the damping rods (21) are rotatably connected with the connecting plates (6) through the second pin shafts (7) of .
3. An earthquake proofing system for artificial tree houses according to claim 2, wherein the angle between adjacent damping bars (21) is 60 degrees.
4. An earthquake-resistant system for an artificial tree house according to claim 1, wherein a convex ring (12) is arranged below of the bottom plate (8) of the tree house, the horizontal shock-absorbing mechanism (2) comprises an annular trunk (23) vertically arranged on the foundation (1) for supporting the tree house and hydraulic dampers (22) horizontally arranged on the periphery of the convex ring (12) at intervals, one end of each hydraulic damper (22) is connected with the convex ring (12), and the other end of each hydraulic damper is connected with the annular trunk (23).
5. The earthquake-resistant system of the artificial tree house according to claim 4, wherein the bulge loop (12) is provided with an embedding groove (13) for embedding the hydraulic damper (22), the embedding groove (13) is fixedly connected with a first rotating shaft (14) penetrating through a bottom plate of the hydraulic damper (22), the inner wall of the annular trunk (23) is fixedly provided with a fixing plate (15), and the top end of the hydraulic damper (22) is rotatably connected with the fixing plate (15) through a second rotating shaft (16).
6. An earthquake-resistant system for a simulation tree house according to claim 1, wherein the vertical shock-absorbing mechanisms (3) are lead-isolated rubber bearings, and a fault structure is arranged between the foundations (1), and the lead-isolated rubber bearings are 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 |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711197670.7A CN108005246B (en) | 2017-11-25 | 2017-11-25 | Anti-seismic system of simulation tree house |
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| Publication Number | Publication Date |
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| CN108005246A CN108005246A (en) | 2018-05-08 |
| CN108005246B true CN108005246B (en) | 2020-10-20 |
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| CN201711197670.7A Active CN108005246B (en) | 2017-11-25 | 2017-11-25 | Anti-seismic system of simulation tree house |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| 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 (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2001020384A (en) * | 1999-07-06 | 2001-01-23 | Takakon Kk | Building |
| 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 |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20070130875A1 (en) * | 2005-12-13 | 2007-06-14 | Detal Gerardo E | Systems and methods for fabricating a structure on an uneven surface |
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- 2017-11-25 CN CN201711197670.7A patent/CN108005246B/en active Active
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2001020384A (en) * | 1999-07-06 | 2001-01-23 | Takakon Kk | Building |
| 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 |
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| CN108005246A (en) | 2018-05-08 |
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