CN208202201U - A kind of building shock isolating pedestal - Google Patents

A kind of building shock isolating pedestal Download PDF

Info

Publication number
CN208202201U
CN208202201U CN201820635430.4U CN201820635430U CN208202201U CN 208202201 U CN208202201 U CN 208202201U CN 201820635430 U CN201820635430 U CN 201820635430U CN 208202201 U CN208202201 U CN 208202201U
Authority
CN
China
Prior art keywords
welded
support
cylindrical
connecting plate
ring
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.)
Expired - Fee Related
Application number
CN201820635430.4U
Other languages
Chinese (zh)
Inventor
杨宁
王涛
王彪
张保忠
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Hengshui Motto New Mstar Technology Ltd
Original Assignee
Hengshui Motto New Mstar Technology Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Hengshui Motto New Mstar Technology Ltd filed Critical Hengshui Motto New Mstar Technology Ltd
Priority to CN201820635430.4U priority Critical patent/CN208202201U/en
Application granted granted Critical
Publication of CN208202201U publication Critical patent/CN208202201U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Buildings Adapted To Withstand Abnormal External Influences (AREA)
  • Vibration Prevention Devices (AREA)

Abstract

It is disclosed by the utility model to belong to earthquake isolating equipment technical field, specially a kind of building shock isolating pedestal, including lower connecting plate, cylindrical support ring and cylindrical separator are symmetrically welded at left and right sides of the lower connecting plate top surface, the cylindrical separator inner cavity is provided with elastic support, the elastic support includes steel plate layer, rubber layer and metal-rubber stratum granulosum, elastic support body center position is vertically installed with lead block, run through at the top of elastic support at the top of the lead block and extends, weld restraining position ring block in lead block top surface edge position, ball is placed at the top of the lead block, lower support ring is welded at the top of the cylindrical support ring outer wall, the lower support ring top surface uniform crossover is welded with support rod, the support bar top welds upper connection ring, public's security of the lives and property can be effectively ensured in the utility model, Utility model is strong.

Description

A kind of building shock isolating pedestal
Technical field
The utility model earthquake isolating equipment technical field, specially a kind of building shock isolating pedestal.
Background technique
In constructure shakeproof technology, traditional technology relies primarily on the deformation of engineering structure to reduce damage caused by earthquake Evil, but when violent earthquake or special violent earthquake, rely solely on structure and its building role is limited, often still result in Serious casualties then cooperates shockproof technology to grow up from many aspects, and seismic isolation technology is exactly wherein a one point Branch, seismic isolation technology are not necessarily to external energy, are applied in the structures such as building, bridge, and existing earthquake isolating equipment is often all It is to add some elastic shock-absorbing devices between ground and superstructure, earthquake institute band is absorbed by the deformation of elastic material The energy come, to achieve the purpose that damping, but due to the particularity of construction technology, damping device does not often have replaceable function Can, after this results in slight earthquake occurs early period, deformation occurs or destroys for the elastic material in damping device, in deuterogenesis The function of weakening damping when large-scale earthquake, endangers public's security of the lives and property, for this purpose, it is proposed that a kind of constructure shakeproof branch Seat.
Utility model content
It is mentioned above in the background art to solve the purpose of this utility model is to provide a kind of constructure shakeproof support Existing earthquake isolating equipment is all often that some elastic shock-absorbing devices are added between ground and superstructure, by elastic material Deformation absorb energy brought by earthquake, to achieve the purpose that damping, but due to the particularity of construction technology, damping device Often do not have replaceable function, after this results in slight earthquake occurs early period, shape occurs for the elastic material in damping device The problem of becoming or destroying, weaken the function of damping in deuterogenesis's large size earthquake, endanger public's security of the lives and property.
To achieve the above object, the utility model provides the following technical solutions: a kind of building shock isolating pedestal, including lower company Fishplate bar, the lower connecting plate top surface left and right sides are symmetrically welded with cylindrical support ring and cylindrical separator, the cylinder Shape support ring is located at the outside of cylindrical separator, and the cylindrical separator inner cavity is provided with elastic support, the elastic support packet Steel plate layer, rubber layer and metal-rubber stratum granulosum are included, elastic support body center position is vertically installed with lead block, the lead Column top is at the top of elastic support and extends, and restraining position ring block, the lead block top are welded in lead block top surface edge position Portion is placed with ball, and installation screw, the cylindrical support ring outer wall top are symmetrically arranged at left and right sides of the lower connecting plate It is welded with lower support ring, the lower support ring top surface uniform crossover is welded with support rod, in the support bar top welding Connection ring, the upper connection ring inner cavity are welded with upper building connecting plate, and the upper building connecting plate bottom is along edge Position offers the annular mounting groove to match with cylindrical support ring, the weldering of upper building connecting plate bottom central location It is connected to the movable disk to match with cylindrical separator, the movable disk lower center position offers the activity to match with lead block Slot.
Preferably, the elastic support is sequentially overlapped and is formed by rubber layer, steel plate layer and metal-rubber stratum granulosum.
Preferably, the annular mounting groove width is greater than the width of cylindrical support ring.
Preferably, the ball is tungsten steel alloy ball.
Preferably, the support rod is evanohm support rod.
Compared with prior art, the utility model has the beneficial effects that the utility model will not when small-sized earthquake occurs Make in device that deformation occurs for elastic material, guarantees that device plays the effect of damping in large-scale earthquake to the greatest extent, effectively Guarantee public's security of the lives and property, it is practical.
Detailed description of the invention
Fig. 1 is the utility model section view;
Fig. 2 is the utility model top view.
In figure: 1 upper building connecting plate, connection ring on 2,3 annular mounting grooves, 4 loose slots, 5 movable disks, 6 support rods, 7 lower support rings, 8 cylindrical support rings, 9 cylindrical separators, 10 installation screws, 11 lower connecting plates, 12 steel plate layers, 13 rubber layers, 14 metal-rubber stratum granulosums, 15 lead blocks, 16 stop collars, 17 balls, 18 elastic supports.
Specific embodiment
The following will be combined with the drawings in the embodiments of the present invention, carries out the technical scheme in the embodiment of the utility model Clearly and completely describe, it is clear that the described embodiments are only a part of the embodiments of the utility model, rather than whole Embodiment.Based on the embodiments of the present invention, those of ordinary skill in the art are without making creative work Every other embodiment obtained, fall within the protection scope of the utility model.
The utility model provides a kind of technical solution referring to FIG. 1-2: a kind of building shock isolating pedestal, including lower connection Plate 11,11 top surface of the lower connecting plate left and right sides is symmetrically welded with cylindrical support ring 8 and cylindrical separator 9, described Cylindrical support ring 8 is located at the outside of cylindrical separator 9, and 9 inner cavity of cylindrical separator is provided with elastic support 18, the bullet Property pillar 18 include steel plate layer 12, rubber layer 13 and metal-rubber stratum granulosum 14, the 18 body center position of elastic support hang down It is directly provided with lead block 15,18 top of elastic support is run through at the top of the lead block 15 and is extended, 15 top surface edge of lead block Restraining position ring block 16 is welded in position, and ball 17 is placed at the top of the lead block 15, is symmetrical arranged at left and right sides of the lower connecting plate 11 There is installation screw 10, is welded with lower support ring 7, lower 7 top surface of support ring at the top of 8 outer wall of cylindrical support ring Uniform crossover is welded with support rod 6, upper connection ring 2 is welded at the top of the support rod 6, upper 2 inner cavity of connection ring is welded with Portion's building connecting plate 1,1 bottom of upper building connecting plate offer and 8 phase of cylindrical support ring along marginal position The annular mounting groove 3 matched, 1 lower center position of upper building connecting plate is welded with to match with cylindrical separator 9 Movable disk 5,5 lower center position of movable disk offer the loose slot 4 to match with lead block 15.
Wherein, the elastic support 18 is to be sequentially overlapped group by rubber layer 12, steel plate layer 13 and metal-rubber stratum granulosum 14 At 3 width of annular mounting groove is greater than the width of cylindrical support ring 8, and the ball 17 is tungsten steel alloy ball, the branch Strut 6 is evanohm support rod.
Working principle: in use, the installation screw 10 by 11 left and right sides of lower connecting plate is equal for the utility model It is even to be mounted on structure foundation, it is connected by upper building connecting plate 1 with building, is encountering slighter earthquake When, earthquake is tided over by the shock resistance of building itself, not will use the elastic material in device, it is relatively large encountering When earthquake, by the lower connecting plate 1 being connected with ground and the cylindrical support ring 8 being welded at the top of connecting plate 1, earthquake is produced In raw energy transmission to the lower support ring 7 being welded at the top of 8 outer wall of cylindrical support ring, pushed up so that being welded on lower support ring 7 Portion's surface support bar 6 absorbs energy production deformation and is broken, while upper building connecting plate 1 is fallen, so that movable disk 5 is fallen Under, by 15 grafting of lead block into loose slot 4, so that the ball 17 for being placed on 15 top of lead block is contacted with movable disk 5, so that building It builds object and generates certain slosh frequency, offset vibration frequency caused by a part of earthquake, while movable disk 5 squeezes and is arranged in circle The elastic support 18 of 9 inner cavity of columnar spacer, by 14 deformation of steel plate layer 12, rubber layer 13 and metal-rubber stratum granulosum, to absorb The energy that earthquake generates, achievees the purpose that damping.
While there has been shown and described that the embodiments of the present invention, for the ordinary skill in the art, It is understood that these embodiments can be carried out with a variety of variations in the case where not departing from the principles of the present invention and spirit, repaired Change, replacement and variant, the scope of the utility model is defined by the appended claims and the equivalents thereof.

Claims (5)

1. a kind of building shock isolating pedestal, including lower connecting plate (11), it is characterised in that: lower connecting plate (11) top surface The left and right sides is symmetrically welded with cylindrical support ring (8) and cylindrical separator (9), and the cylindrical support ring (8) is located at cylinder The outside of shape partition (9), cylindrical separator (9) inner cavity are provided with elastic support (18), and the elastic support (18) includes Steel plate layer (12), rubber layer (13) and metal-rubber stratum granulosum (14), elastic support (18) the body center position are vertically set It is equipped with lead block (15), runs through at the top of elastic support (18) at the top of the lead block (15) and extends, lead block (15) top surface Marginal position welds restraining position ring block (16), is placed with ball (17) at the top of the lead block (15), lower connecting plate (11) left and right Two sides are symmetrically arranged with installation screw (10), are welded with lower support ring (7) at the top of cylindrical support ring (8) outer wall, described Lower support ring (7) top surface uniform crossover is welded with support rod (6), is welded at the top of the support rod (6) upper connection ring (2), Upper connection ring (2) inner cavity is welded with upper building connecting plate (1), and upper building connecting plate (1) bottom is along side Edge position offers the annular mounting groove (3) to match with cylindrical support ring (8), upper building connecting plate (1) bottom Portion central location is welded with the movable disk (5) to match with cylindrical separator (9), and movable disk (5) lower center position is opened Equipped with the loose slot (4) to match with lead block (15).
2. a kind of building shock isolating pedestal according to claim 1, it is characterised in that: the elastic support (18) is by rubber Glue-line (13), steel plate layer (12) and metal-rubber stratum granulosum (14) are sequentially overlapped composition.
3. a kind of building shock isolating pedestal according to claim 1, it is characterised in that: annular mounting groove (3) width Greater than the width of cylindrical support ring (8).
4. a kind of building shock isolating pedestal according to claim 1, it is characterised in that: the ball (17) is tungsten steel alloy Ball.
5. a kind of building shock isolating pedestal according to claim 1, it is characterised in that: the support rod (6) is evanohm Support rod.
CN201820635430.4U 2018-05-01 2018-05-01 A kind of building shock isolating pedestal Expired - Fee Related CN208202201U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201820635430.4U CN208202201U (en) 2018-05-01 2018-05-01 A kind of building shock isolating pedestal

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201820635430.4U CN208202201U (en) 2018-05-01 2018-05-01 A kind of building shock isolating pedestal

Publications (1)

Publication Number Publication Date
CN208202201U true CN208202201U (en) 2018-12-07

Family

ID=64522699

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201820635430.4U Expired - Fee Related CN208202201U (en) 2018-05-01 2018-05-01 A kind of building shock isolating pedestal

Country Status (1)

Country Link
CN (1) CN208202201U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113864379A (en) * 2021-09-24 2021-12-31 福州大学 Second grade bridge isolator based on metal rubber

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113864379A (en) * 2021-09-24 2021-12-31 福州大学 Second grade bridge isolator based on metal rubber
CN113864379B (en) * 2021-09-24 2023-12-08 福州大学 Secondary bridge vibration isolator based on metal rubber

Similar Documents

Publication Publication Date Title
CN104563322B (en) Multi-dimensional earthquake reducing and isolating supporting seat
CN206467556U (en) A kind of spring-rubber damping device with multistage function of seismic resistance
CN206143944U (en) Universal rotation shock insulation layer tensile and horizontal spacing device
CN102182478B (en) Fast wave eliminating/energy dissipating/cushioning device for mining
CN207620476U (en) A kind of waveform soft steel shearing damper and frame column
CN112160232B (en) Embedded roof beam device that falls is prevented
CN208202201U (en) A kind of building shock isolating pedestal
CN106869356B (en) The replaceable two benches power consumption sealing node damper of damping sheet
CN207211439U (en) A kind of attachment structure of light steel wall and building foundation
CN102912849B (en) Function-recoverable giant framework structure with vibration absorption sub structure
CN208250900U (en) A kind of steel construction shock mount
CN204098055U (en) A kind of district structure earthquake proof foundation
CN106320570B (en) A kind of compound shear wall with easy replacement vibration damper steel plate damper
CN206309096U (en) Damping type building
CN105113655B (en) Prestressing force viscoelasticity damps wall
CN103982208A (en) Mine inner and outer turnover resistive energy-absorption anti-impact device
CN106703248B (en) Two benches power consumption sealing node damper
CN203938961U (en) Outer tube constraint rubber concrete damping solid pier
CN208415084U (en) A kind of road and bridge construction device
CN203741888U (en) Anti-seismic foundation
CN204435213U (en) A kind of composite sphere aseismatic bearing
CN206971253U (en) Column bottom bindiny mechanism
CN207405473U (en) A kind of road and bridge shock mount
CN103243637B (en) For anti-seismic damper and the Antivibration block thereof of bridge
CN213836538U (en) Protector of hydraulic and hydroelectric engineering side slope

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20181207

Termination date: 20210501