CN109706979A - A kind of pile foundation damped junction device - Google Patents
A kind of pile foundation damped junction device Download PDFInfo
- Publication number
- CN109706979A CN109706979A CN201910118020.1A CN201910118020A CN109706979A CN 109706979 A CN109706979 A CN 109706979A CN 201910118020 A CN201910118020 A CN 201910118020A CN 109706979 A CN109706979 A CN 109706979A
- Authority
- CN
- China
- Prior art keywords
- ring flange
- curved plate
- support tube
- pile foundation
- pedestal
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
Links
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 claims abstract description 35
- 238000013016 damping Methods 0.000 claims abstract description 29
- 239000002184 metal Substances 0.000 claims description 6
- 229910052751 metal Inorganic materials 0.000 claims description 6
- 238000009434 installation Methods 0.000 claims description 3
- 239000000463 material Substances 0.000 claims description 3
- 239000003292 glue Substances 0.000 claims 1
- 230000000694 effects Effects 0.000 abstract description 4
- 239000000872 buffer Substances 0.000 abstract description 2
- 229910000831 Steel Inorganic materials 0.000 description 4
- 239000010959 steel Substances 0.000 description 4
- 239000011449 brick Substances 0.000 description 3
- 239000004568 cement Substances 0.000 description 3
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 230000015572 biosynthetic process Effects 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 239000004035 construction material Substances 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
Landscapes
- Piles And Underground Anchors (AREA)
Abstract
The invention discloses a kind of pile foundation damped junction devices, it includes pedestal, ring flange, shock-damping connector, gasket and top attachment base, the ring flange locking is on pedestal, the shock-damping connector includes support tube and the curved plate that is fixed together with the bottom end of support tube, curved plate cooperates in ring flange, support tube passes through ring flange, and the gasket cooperation is between the bottom end and pedestal of curved plate, and the top attachment base cooperation is on the support tube top of shock-damping connector.The present invention cooperates the curved plate of shock-damping connector between ring flange and bottom plate by gasket, when the tubular pole being mounted on the pile foundation damped junction device is shaken, it can be automatically adjusted by the curved plate of shock-damping connector, and buffer shaking force, seismaesthesia is reduced, to play cushioning effect；And curved plate and gasket cooperation can make the tubular pole uniform force being mounted on the shock-damping connector, and can guarantee the vertical of tubular pole.
Description
Technical field
The present invention relates to the technical fields of assembled architecture, particularly relate to a kind of pile foundation damped junction device.
Background technique
Conventional house basis is usually to be poured with brick or cement concrete, and brick house foundation is cumbersome, and is tied
Structure is not firm；It is poured using cement concrete, needs that ground is first poured slot with plank or steel form and make, be then placed in
Iron cage pours again, and plank or steel form are removed the vallum that can just lay bricks again after concrete setting, long in time limit and waste timber,
Steel etc., and cement concrete pour the objective condition such as basic climate, geography, geology, construction material influence it is bigger, no
Good environment can make house foundation sink, deform, and then influence the bearing capacity and safe handling in house.
Since its is easy for construction, popularity rate is greatly improved prefabricated buildings, fabricated house generally include pedestal,
The supporting beam being fixed on pedestal and plank or the steel plate etc. built in supporting beam form.Existing supporting beam and pedestal
Connection type be that supporting beam is vertically arranged on pedestal, locked by ring flange, be between supporting beam and pedestal and ring flange
Rigid connection, when supporting beam is collided or hits, impact force is big, and the seismaesthesia of generation is strong, and after supporting beam installation
It does not allow bit space, can not be adjusted in time after inclination, to influence the bearing capacity of prefabricated buildings；Furthermore work as supporting beam
When by biggish power, it may be detached from pedestal, and there are certain risks.
Summary of the invention
It is simple that a kind of structure is provided it is an object of the invention to overcome the deficiencies in the prior art, uniform force can be reduced
The pile foundation damped junction device of vibration.
In order to achieve the above objectives, solution of the invention is:
A kind of pile foundation damped junction device comprising pedestal, ring flange, shock-damping connector, gasket and top attachment base, institute
Ring flange cooperation locking is stated on pedestal, the shock-damping connector includes support tube and is fixed together with the bottom end of support tube
Curved plate, curved plate cooperate in ring flange, and support tube passes through ring flange, and the gasket cooperation is in the bottom end of curved plate
Between pedestal, the top attachment base cooperation is on the top of shock-damping connector.
Further, the center of the ring flange has through-hole, and the top of the ring flange has the gear wall towards through-hole, makes method
It is formed between blue disk and through-hole and allows bit space, curved plate cooperates allowing in bit space in ring flange, and support tube passes through ring flange
Through-hole.
Further, the width of the curved plate is greater than the outer diameter of support tube, and curved plate is made to cooperate allowing in ring flange
In bit space and by the gear wall backstop of ring flange.
Further, between the bottom end of curved plate and the top surface of pedestal, gasket is ring structure, ring for the gasket cooperation
The top of shape gasket is formed matches toward the bottom surface arc that inclined cambered surface or inclined-plane, cambered surface or inclined-plane and curved plate are reduced in center
It closes.
Further, the gasket is rubber material, the double-layer structure of rubber and metal combination or two layers of rubber intermetallic metal
Three-decker in any one.
Further, the top attachment base includes top mounting plate and top connecting tube, and top mounting plate is fixed on damping
The support tube top of connector, top connecting tube are fixed on the mounting plate of top.
Further, the top connecting tube be hollow cylindrical structure or square hollow column structure, hollow cylindrical structure
The cooperation of the tubular pole of top connecting tube and cylindrical structure, the top connecting tube and square column tube pile structure of square hollow column structure
Cooperation.
Further, the top attachment base is a mounting plate, and the support tube of the impact absorbing connector is directly plugged with tubular pole
Cooperation, then support tube and tubular pole are fixed together by mounting plate.
Further, the bottom surface of the curved plate of the impact absorbing connector is arcuate structure, and top surface is integrally solid with support tube
The planar structure connect, the top surface width of curved plate are greater than the outer diameter of support tube, and the both ends of curved plate is made to be stuck in ring flange gear
Wall bottom end.
Further, the pedestal is equipped with the mounting hole of multiple strips, and ring flange is equipped with multiple mounting holes with pedestal
The lockhole of corresponding matching passes through the lockhole and corresponding base installing hole of ring flange by lock screw, by pedestal and ring flange
It is fixed together.
After adopting the above structure, pile foundation attachment device of the present invention is to cooperate the curved plate of shock-damping connector by gasket
Between ring flange and bottom plate, when the tubular pole being mounted on the pile foundation damped junction device is shaken, it can be connected by damping
The curved plate of fitting automatically adjusts, and buffers shaking force, seismaesthesia is reduced, to play cushioning effect；And arc
Bottom plate and gasket cooperation can make the tubular pole uniform force being mounted on the pile foundation shock-damping connector, and can guarantee the vertical of tubular pole.
Curved plate is stuck in the allowing in bit space of ring flange, may also function as the effect of resistance to plucking.
Detailed description of the invention
Fig. 1 is the perspective view of the first preferred embodiment of the invention.
Fig. 2 is the cross-sectional view of the first preferred embodiment of the invention.
Fig. 3 is the perspective view of the second preferred embodiment of the invention.
Fig. 4 is the cross-sectional view of the second preferred embodiment of the invention.
Fig. 5 is the perspective view of third preferred embodiment of the present invention.
Fig. 6 is the cross-sectional view of third preferred embodiment of the present invention.
Specific embodiment
In order to further explain the technical solution of the present invention, being explained in detail below by specific embodiment the present invention
It states.
In the description of the present invention, it is to be understood that, term " center ", " longitudinal direction ", " transverse direction ", "upper", "lower",
The indicating positions such as "front", "rear", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outside" or positional relationship are base
In orientation or positional relationship shown in the drawings, it is merely for convenience of description of the present invention and simplification of the description, rather than indication or suggestion
Signified device or element must have a particular orientation, be constructed and operated in a specific orientation, therefore should not be understood as to this
The limitation of invention.In the description of the present invention, unless otherwise indicated, the meaning of " plurality " is two or more.
As shown in Figures 1 to 6, present invention discloses a kind of pile foundation damped junction devices 100 comprising pedestal 1, ring flange
2, shock-damping connector 3, gasket 4 and top attachment base 5.
Fig. 1 and Fig. 2 is the first preferred embodiment of the invention, and the pedestal 1 is equipped with the mounting hole 11 of multiple strips,
On pedestal 1, the center of the ring flange 2 has through-hole 21 for the cooperation of ring flange 2 locking, and the top of the ring flange 21 has court
To the gear wall 22 in logical 21 holes, make to be formed between ring flange 2 and through-hole 21 and allow bit space 23, ring flange 2 is additionally provided with multiple with pedestal 1
Mounting hole 11 cooperation locking lockhole 24, by lock screw pass through ring flange 21 mounting hole of lockhole and corresponding pedestal
11, pedestal 1 and ring flange 2 can be fixed together.The strip mounting hole 11 of pedestal 1 is also matched simultaneously for ground pile or ground nail etc.
It closes, is fixed on the ground pedestal 1 by ground pile or ground nail.
The curved plate 32 that the shock-damping connector 3 is fixed together including support tube 31 and with the bottom end of support tube 31,
In the present embodiment, the top surface and bottom surface of the curved plate 32 are arc, and the thickness of curved plate 32 is uniform, and curved plate
32 width is greater than the outer diameter of support tube 31, makes curved plate 32 that can cooperate allowing in bit space 23 and by flange in ring flange 2
22 backstop of gear wall of disk 2, plays the role of resistance to plucking, and support tube 31 passes through the through-hole 21 and the top attachment base 51 of ring flange 2
It is fixed together.
Between the bottom end and pedestal 1 of curved plate 32, gasket 4 is preferably ring structure, ring-shaped for the cooperation of gasket 4
The top of gasket 4 forms toward center and reduces inclined cambered surface or inclined-plane 41, the bottom surface arc of cambered surface or inclined-plane 41 and curved plate 32
Shape cooperation.Preferably, the gasket 4 can be rubber material, it can also be the double-layer structure or two layers of rubber of rubber and metal combination
The three-decker of intermetallic metal.Gasket 4 is set up directly between curved plate 32 and the top surface of pedestal 1, is connected by operation damping
The position of the fine-tuning gasket 4 of fitting 3, is combined together gasket 4 preferably with curved plate 32.
The cooperation of top attachment base 5 is in 31 top of support tube of shock-damping connector 3, the present embodiment, top connection
Seat 5 includes top mounting plate 51 and top connecting tube 52, and the support tube 31 that top mounting plate 51 is fixed on shock-damping connector 3 pushes up
End, top connecting tube 52 are fixed on the mounting plate 51 of top, which is hollow cylindrical structure, can be used to connect circle
The tubular pole of rod structure.
When the present invention assembles, bit space 23 is allowed to pass through flange by 2 bottom end of ring flange the support tube 31 of shock-damping connector 3
The through-hole 21 of disk 2 makes curved plate 32 be stuck in the allowing in bit space 23 of ring flange 2, and the bottom surface of curved plate 32 is described in the installing
Gasket 4；The ring flange 2 for being installed with damping connection 3 and gasket 4 is locked on pedestal 1, in the support tube 31 of shock-damping connector 3
The mounting plate 51 and top connecting tube 52 of top installation top attachment base 5 can be in top connecting tubes 52 after fixing pedestal 1
Install tubular pole.
Pile foundation attachment device 100 of the present invention is to cooperate the curved plate 32 of shock-damping connector 3 in ring flange by gasket 4
2 allow in bit space 23, when the tubular pole being mounted in the pile foundation attachment device is shaken, can pass through shock-damping connector 3
Curved plate 32 is automatically adjusted allowing in bit space 23, so that shaking force be made to be buffered, reduces seismaesthesia, and curved plate 32
Cooperate the tubular pole uniform force that can make to be mounted on the shock-damping connector 3 with gasket 4, and can guarantee that tubular pole is vertical.Arc
Bottom plate 32 is stuck in the effect that may also function as resistance to plucking that allows in bit space 23 of ring flange 2.
As shown in Figures 3 and 4, be the second preferred embodiment of the invention, the present embodiment it is different from first embodiment it
Be in: in the present embodiment, the top connecting tube 52 of top attachment base 5 is square hollow cylinder, the top of the top attachment base 5
Connecting tube 52 with the tubular pole of square column for connecting.
As shown in Figures 5 and 6, be third preferred embodiment of the invention, the present embodiment it is different from first embodiment it
Be in: in the present embodiment, the top attachment base 5 be a mounting plate 51, the support tube 31 of the impact absorbing connector 3 directly with
Tubular pole plugs cooperation, then support tube 31 is fixed together with tubular pole by mounting plate 51, in the present embodiment, the damping connection
The bottom surface of the curved plate 32 of device 3 is arcuate structure, and top surface is the planar structure affixed with 31 one of support tube, makes curved plate
32 formation thick middle both sides are thin, and the top surface width of curved plate 32 is greater than the outer diameter of support tube 31, make the both ends of curved plate 32
It may be stuck in ring flange 2 and keep off 22 bottom end of wall.
Above-described embodiment and schema and non-limiting product form and style of the invention, any technical field it is common
The appropriate changes or modifications that technical staff does it all should be regarded as not departing from patent category of the invention.
Claims (10)
1. a kind of pile foundation damped junction device characterized by comprising pedestal, ring flange, shock-damping connector, gasket and top
Attachment base, on pedestal, the shock-damping connector includes support tube and is fixed on the bottom end of support tube for the ring flange locking
Curved plate together, curved plate cooperate in ring flange, and support tube passes through ring flange, and the gasket cooperation is in curved plate
Bottom end and pedestal between, top attachment base cooperation is on the support tube top of shock-damping connector.
2. a kind of pile foundation damped junction device as described in claim 1, it is characterised in that: the center of the ring flange has logical
Hole, the top of the ring flange have the gear wall towards through-hole, make to be formed between ring flange and through-hole and allow bit space, and curved plate is matched
Allowing in bit space in ring flange is closed, support tube passes through the through-hole of ring flange.
3. a kind of pile foundation damped junction device as claimed in claim 2, it is characterised in that: the width of the curved plate is greater than
The outer diameter of support tube, curved plate cooperate allowing in bit space and by the gear wall backstop of ring flange in ring flange.
4. a kind of pile foundation damped junction device as described in any one of claims 1 to 3, it is characterised in that: the gasket
Cooperation is between the bottom end of curved plate and the top surface of pedestal, and gasket is ring structure, and the top of ring-shaped gasket is formed into
Mandrel reduces inclined cambered surface or inclined-plane, and the cambered surface or inclined-plane of the gasket and the bottom surface arc of curved plate cooperate.
5. a kind of pile foundation damped junction device as claimed in claim 4, it is characterised in that: the gasket is rubber material, rubber
Any one in the three-decker of the double-layer structure or two layers of rubber intermetallic metal of glue and metal combination.
6. a kind of pile foundation damped junction device as described in claim 1, it is characterised in that: the top attachment base includes top
Mounting plate and top connecting tube, top mounting plate are fixed on the support tube top of shock-damping connector, and top connecting tube is fixed on top
On portion's mounting plate.
7. a kind of pile foundation damped junction device as claimed in claim 6, it is characterised in that: the top connecting tube is hollow circle
The tubular pole of rod structure or square hollow column structure, the top connecting tube of hollow cylindrical structure and cylindrical structure cooperates, it is rectangular in
The top connecting tube and square column tube pile structure of empty column structure cooperate.
8. a kind of pile foundation damped junction device as described in claim 1, it is characterised in that: the top attachment base is an installation
Plate, the support tube of the impact absorbing connector directly plugs cooperation with tubular pole, then is fixed on support tube and tubular pole by mounting plate
Together.
9. a kind of pile foundation damped junction device as claimed in claim 2, it is characterised in that: the arcuate bottom of the impact absorbing connector
The bottom surface of plate is arcuate structure, and top surface is that integrally affixed planar structure, the top surface width of curved plate are greater than branch with support tube
The outer diameter of stay tube makes the both ends of curved plate be stuck in the gear wall bottom end of ring flange.
10. a kind of pile foundation damped junction device as described in claim 1, it is characterised in that: the pedestal is equipped with multiple length
The mounting hole of bar shaped, ring flange are equipped with multiple lockholes with the mounting hole corresponding matching of pedestal, pass through flange by lock screw
The lockhole of disk and corresponding base installing hole, pedestal and ring flange are fixed together.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910118020.1A CN109706979A (en) | 2019-02-15 | 2019-02-15 | A kind of pile foundation damped junction device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910118020.1A CN109706979A (en) | 2019-02-15 | 2019-02-15 | A kind of pile foundation damped junction device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN109706979A true CN109706979A (en) | 2019-05-03 |
Family
ID=66263660
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910118020.1A Pending CN109706979A (en) | 2019-02-15 | 2019-02-15 | A kind of pile foundation damped junction device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN109706979A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110593326A (en) * | 2019-10-11 | 2019-12-20 | 西南交通大学 | Basin hills abrupt slope area high-rise building synthesizes earthquake-resistant structure |
Citations (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1342821A (en) * | 2001-04-29 | 2002-04-03 | 姜立平 | Earthquake damper and construction method for earthquake-damping building |
| JP2006233444A (en) * | 2005-02-22 | 2006-09-07 | Hitachi Metals Techno Ltd | Seismic response control column base structure and seismic response control structure using this structure |
| JP2006233488A (en) * | 2005-02-23 | 2006-09-07 | Hitachi Metals Techno Ltd | Seismic response control column base structure and seismic response control structure using this structure |
| KR101515789B1 (en) * | 2014-08-21 | 2015-05-04 | 성보전기공업 주식회사 | Earthquake-proofing distribute & switch board |
| CN205206077U (en) * | 2015-12-11 | 2016-05-04 | 刘静然 | Hydraulic pressure energy dissipation damping device |
| CN205637218U (en) * | 2016-05-23 | 2016-10-12 | 长安大学 | Practical building structure |
| CN106764269A (en) * | 2017-01-18 | 2017-05-31 | 瑞安市智造科技有限公司 | A kind of shock-absorbing supporting device for plant equipment |
| CN107245943A (en) * | 2017-08-15 | 2017-10-13 | 四川大学 | The shock mount and damping bridging apparatus of convertible antidetonation pattern |
| CN207619819U (en) * | 2017-11-28 | 2018-07-17 | 深圳市交运工程集团有限公司 | A kind of shock-damping structure for packaged type bridges |
| CN209854782U (en) * | 2019-02-15 | 2019-12-27 | 漳州和瑞建材有限公司 | Pile foundation shock attenuation connecting device |
-
2019
- 2019-02-15 CN CN201910118020.1A patent/CN109706979A/en active Pending
Patent Citations (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1342821A (en) * | 2001-04-29 | 2002-04-03 | 姜立平 | Earthquake damper and construction method for earthquake-damping building |
| JP2006233444A (en) * | 2005-02-22 | 2006-09-07 | Hitachi Metals Techno Ltd | Seismic response control column base structure and seismic response control structure using this structure |
| JP2006233488A (en) * | 2005-02-23 | 2006-09-07 | Hitachi Metals Techno Ltd | Seismic response control column base structure and seismic response control structure using this structure |
| KR101515789B1 (en) * | 2014-08-21 | 2015-05-04 | 성보전기공업 주식회사 | Earthquake-proofing distribute & switch board |
| CN205206077U (en) * | 2015-12-11 | 2016-05-04 | 刘静然 | Hydraulic pressure energy dissipation damping device |
| CN205637218U (en) * | 2016-05-23 | 2016-10-12 | 长安大学 | Practical building structure |
| CN106764269A (en) * | 2017-01-18 | 2017-05-31 | 瑞安市智造科技有限公司 | A kind of shock-absorbing supporting device for plant equipment |
| CN107245943A (en) * | 2017-08-15 | 2017-10-13 | 四川大学 | The shock mount and damping bridging apparatus of convertible antidetonation pattern |
| CN207619819U (en) * | 2017-11-28 | 2018-07-17 | 深圳市交运工程集团有限公司 | A kind of shock-damping structure for packaged type bridges |
| CN209854782U (en) * | 2019-02-15 | 2019-12-27 | 漳州和瑞建材有限公司 | Pile foundation shock attenuation connecting device |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110593326A (en) * | 2019-10-11 | 2019-12-20 | 西南交通大学 | Basin hills abrupt slope area high-rise building synthesizes earthquake-resistant structure |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| KR100717766B1 (en) | Hollow pipe unit of slab and slab thereof | |
| US9540783B2 (en) | Tie rod for structural projects | |
| CN108222545B (en) | Precast floor plank strutting arrangement | |
| CN210737767U (en) | Cold-formed thin-wall light steel structure house | |
| US20140318059A1 (en) | Bracket and an arrangement for supporting a precast slab element of concrete on a precast structure element of concrete | |
| CN109706979A (en) | A kind of pile foundation damped junction device | |
| KR100795084B1 (en) | Post supporting base | |
| US3685232A (en) | Method of erecting a grain bin | |
| CN213143950U (en) | Replacement, reinforcement and support device for concrete building shear wall | |
| CN209854782U (en) | Pile foundation shock attenuation connecting device | |
| CN209292857U (en) | Energy-saving arch rib Hanger Anchor case | |
| CN208502394U (en) | A kind of antidetonation connection structure of steel construction pipe fitting and fabricated base | |
| CN214695706U (en) | A antidetonation formula building pile structure for building engineering | |
| KR102504725B1 (en) | Assembly type wireless traffic light pole | |
| CN213742713U (en) | Building wall base structure | |
| CN208502395U (en) | A kind of fixed precast base of steel structural upright column | |
| CN209779660U (en) | Steel structure base for building | |
| KR101136945B1 (en) | An earthquake-proof house and building | |
| CN111305596A (en) | Rapid dismounting and mounting reinforcing structure for beamless floor slab of basement and construction method thereof | |
| CN213324877U (en) | Fixing device of cement tank | |
| CN210713180U (en) | Basement roof back-jacking structure | |
| CN212866429U (en) | Assembled building structure damping device | |
| JP2556351Y2 (en) | Long connection pillar | |
| CN220301852U (en) | ALC slat door head transverse plate reinforcing device for construction wall | |
| CN217204201U (en) | Assembled independent foundation connection node unit |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination |