CN207228345U - Rubber earthquake isolation support rubber compression spring assembly - Google Patents
Rubber earthquake isolation support rubber compression spring assembly Download PDFInfo
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- CN207228345U CN207228345U CN201721274793.1U CN201721274793U CN207228345U CN 207228345 U CN207228345 U CN 207228345U CN 201721274793 U CN201721274793 U CN 201721274793U CN 207228345 U CN207228345 U CN 207228345U
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- isolation support
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Abstract
Spring spool, spring pull rod, ball-type packing ring and spring fixing bolt between a kind of rubber earthquake isolation support rubber compression spring assembly, including upper sealing plate, lower sealing plate, upper and lower sealing plate, described seal up and down in steel plate are respectively arranged with concave spherical surface bolt hole;The fixed plate equipped with elastic component and the fixed elastic component, spring spool are respectively equipped with the through hole being connected with elastic component in the spring spool;The spring pull rod has T-shaped head and threaded shank, the T-shaped head is arranged in the concave spherical surface bolt hole in the upper sealing plate by ball-type packing ring, and the threaded shank is threadedly coupled through the through hole in the through hole and elastic component of described spring spool one end with the fixed plate;The spring fixing bolt is threadedly coupled through the concave spherical surface bolt hole in the lower sealing plate with the spring spool other end.Compared with the prior art, the anti-pulling ability of bearing can be substantially improved in the utility model, have good practical value, be widely used.
Description
Technical field
It the utility model is related to rubber earthquake isolation support technical field, and in particular to a kind of rubber earthquake isolation support is compressed with rubber
Spring assembly.
Background technology
General rubber shock isolating pedestal is in terms of tensile capacity, depending on the lamination determined by processing and manufacturing technical merit
The bond quality of rubber and stiffened steel plates, this causes the tensile capacity of rubber earthquake isolation support weaker,《Seismic design provision in building code》
GB50011-2010 provides that maximum tension stress of the rubber earthquake isolation support under horizontal and vertical rarely occurred earthquake compound action should not surpass
Cross 1.0MPa.
Authorization Notice No. is that the utility model of CN 201593246U discloses a kind of tensile laminate rubber shock-insulation bracket, and
Disclose and be evenly equipped with several cylindrical holes, each cylindrical hole around its vertical center line in the laminated rubber elastomer of rubber support
An extension spring is inside equipped with, the T-shaped head at extension spring two is matched somebody with somebody with the countersunk head round nut being vertically connected with plate in stepped hole respectively
Close, extension spring hook is drawn in being vertically connected between plate.But the tensible rigidity and pressure of this tensile laminate rubber shock-insulation bracket
Although contracting rigidity compared to smaller, is also far longer than not influence rubber earthquake isolation support horizontal distortion, initial stiffness etc. basic
Improve the rigidity of the spring of bearing tensile capacity on the premise of mechanical property, major part pulling force is still during rubber earthquake isolation support tension
The spring in bearing or outside bearing is undertaken rather than be arranged on by rubber support itself, can not improve the tension energy of rubber earthquake isolation support
Power.
Utility model content
For the deficiency in the presence of the prior art, the utility model, which provides, a kind of can improve rubber earthquake isolation support
A kind of rubber earthquake isolation support rubber compression spring assembly of tensile capacity.
To achieve the above object, the utility model employs following technical solution:
A kind of bullet between rubber earthquake isolation support rubber compression spring assembly, including upper sealing plate, lower sealing plate, upper and lower sealing plate
Spring sleeve, spring pull rod, ball-type packing ring and spring fixing bolt, described seal up and down in steel plate are respectively arranged with concave spherical surface bolt
Hole;Fixed plate equipped with elastic component and the fixed elastic component, spring spool both ends and elastic component center in the spring spool
It is respectively equipped with the through hole being connected;The spring pull rod has T-shaped head and threaded shank, and the T-shaped head passes through ball-type packing ring
It is arranged in the concave spherical surface bolt hole in the upper sealing plate, the threaded shank passes through the through hole and elasticity of described spring spool one end
Through hole in part is threadedly coupled with the fixed plate;The spring fixing bolt sequentially passes through the concave spherical surface spiral shell in the lower sealing plate
Keyhole, and be threadedly coupled with the spring spool other end.
The utility model can significantly improve the anti-of rubber earthquake isolation support compared to the spring in traditional rubber earthquake isolation support
Drawing ability.The concave spherical surface bolt hole that ball-type packing ring seals steel plate relative to bearing up and down can be made each to rotation, make rubber vibration isolation branch
Rubber elasticity of compression component in seat meets horizontal direction respectively to displacement.Among the process of rubber earthquake isolation support horizontal direction displacement,
The horizontal direction that earthquake is effectively reduced with the elastic damping energy consumption effect that elastomer plays in rubber elasticity of compression component acts on;
When rubber earthquake isolation support reaches horizontal direction displacement limits, due to the effect of contraction of spring spool tube wall, elastic component no longer by after
Continuous compression, and limit shock isolating pedestal and continue horizontal direction displacement, so as to play horizontal direction drawing-resistant function.Erected in rubber earthquake isolation support
To during movement, the elastic damping energy consumption effect of elastomer can also be effectively reduced the vertical effect of shake;When elastomer is compressed
During to design limit, due to the effect of contraction of spring spool tube wall, elastomer no longer continues to compress, and then limits rubber vibration isolation
Bearing continues to move up and down, and allocates for using so as to play vertical tension.
Further, the elastic component compresses spring for the rubber of cylinder or polyurethane compresses spring, the table of cylinder
Face is corrugated in rule.
Corrugated spring has a larger big decrement, and the big decrement of corrugated spring and cylindrical rubber springs
Respectively meet each to horizontal displacement and vertical displacement of rubber earthquake isolation support to shear displacemant ability.
Compared with the prior art, the beneficial effects of the utility model are:Adhere to that elastic component reset capability is strong, durability
Well, the advantages of stable and reliable for performance, simple structure, easy to produce etc., big decrement and cylindrical rubber using corrugated spring
The each of glue spring meets each to horizontal displacement of rubber earthquake isolation support to shear displacemant ability, and utilizes elastomeric material bearing capacity
The anti-pulling ability of bearing is substantially improved in the advantages of big, has good practical value, the utility model can be additionally used in common rubber
The elasticity such as glue laminated shock isolation support, lead rubber laminated bearing, high-damping rubber shock isolating pedestal, ultra-high damping rubber shock isolating pedestal
The tension of body shock isolating pedestal dials structure, has good practical value, is widely used in building structure, bridge structure, road knot
The shock insulation protection of the civil engineering structures such as structure.
Brief description of the drawings
Fig. 1 is the overall structure diagram of rubber earthquake isolation support rubber compression spring assembly.
Fig. 2 is the structure diagram of the elastic component in rubber earthquake isolation support rubber compression spring assembly.
Fig. 3 is the structure of the concave spherical surface bolt hole in upper and lower sealing plate in rubber earthquake isolation support rubber compression spring assembly
Schematic diagram.
Fig. 4 is the structure diagram of rubber earthquake isolation support rubber compression spring assembly horizontal direction movement.
Fig. 5 is the vertically movable structure diagram of rubber earthquake isolation support rubber compression spring assembly.
In figure:1st, elastic component;2nd, fixed plate;3rd, spring spool;4th, spring pull rod;5th, ball-type packing ring;6th, spring is fixed
Bolt;7th, concave spherical surface bolt hole;8.1st, upper sealing plate;8.2nd, lower sealing plate.
Embodiment
The utility model is described in further detail below in conjunction with Figure of description, and provides embodiment.
Referring to Fig. 1-3, a kind of rubber earthquake isolation support rubber compression spring assembly, have upper sealing plate 8.1, lower sealing plate 8.2,
Spring spool 3, spring pull rod 4, ball-type packing ring 5, spring fixing bolt 6 between upper and lower sealing plate and it is separately positioned on Feng Gang up and down
Concave spherical surface bolt hole 7 in plate;Fixed plate 2 equipped with elastic component 1 and the fixed elastic component, spring in the spring spool 3
3 both ends of sleeve are respectively equipped with the through hole being connected with 1 center of elastic component;The spring pull rod 4 has T-shaped head and threaded shank,
The T-shaped head is arranged in the concave spherical surface bolt hole 7 in the upper sealing plate 8.1 by ball-type packing ring 5, and the threaded shank is successively
It is threadedly coupled through the through hole in the through hole and elastic component 1 of described 3 one end of spring spool and with the fixed plate 2;The spring
Fixing bolt 6 is threadedly coupled through the concave spherical surface bolt hole 7 in the lower sealing plate 8.2 with 3 other end of spring spool.
The elastic component 1 compresses spring for the rubber of cylinder or polyurethane compresses spring, and the surface of cylinder is in rule
It is corrugated.
The ball-type packing ring 5 is the steel spherical crown plate with centre bore.
The spring spool 3 is made of the steel pipe sealing plate of steel pipe and two with through hole.
The spring pull rod 4 and spring fixing bolt 6 are high-strength bolt.
The bottom of the bolt hole of the concave spherical surface bolt hole 7 is in concave spherical surface shape.
Referring to Fig. 4-5, when geological process causes beam body horizontal direction displacement, ball-type packing ring 5 seals steel plate up and down relative to bearing
Concave spherical surface bolt hole 7 can make each to rotation, make the horizontal direction that corrugated compression spring assembly meets rubber earthquake isolation support each
To displacement.Among the process of rubber earthquake isolation support horizontal direction displacement, with the increase of corrugated compression amount of spring compression, ripple
The counter-force of shape compression spring is increasing, considerably beyond the rubber shearing strength of rubber earthquake isolation support body, its elasticity played
Damping energy dissipation effect effectively reduces the horizontal direction effect of earthquake;When rubber earthquake isolation support reaches the horizontal direction displacement of design
When, due to the effect of contraction of spring spool tube wall, the lateral expansion that rubber produces has been filled with the spring compartment of full spring spool, ripple
Line shape compression spring no longer continues to compress, its bearing capacity is significantly increased, and limitation beam body continues horizontal direction displacement, so as to play
Elastic reactance horizontal direction drawing-resistant function.
When geological process causes beam body vertical displacement, corrugated spring is compressed, with the increase of decrement, corrugated bullet
The counter-force of spring is increasing, considerably beyond the rubber tensile intensity of rubber earthquake isolation support body, its elastic damping played energy consumption
Effect effectively reduces the vertical effect of earthquake;When spring is compressed to design limit, due to the constraint of spring spool tube wall
Effect, the lateral expansion that rubber produces have been filled with the spring compartment of full spring spool, and corrugated spring no longer continues to compress, its
Bearing capacity is significantly increased, and limitation beam body continues up displacement, allocates for using so as to play elastic tension.
Finally illustrate, above example is merely intended for describing the technical solutions of the present application, but not for limiting the present application, although ginseng
The utility model is described in detail according to preferred embodiment, it will be understood by those of ordinary skill in the art that, can be to this
The technical solution technical scheme is modified or replaced equivalently of utility model, without departing from the objective and model of technical solutions of the utility model
Enclose, it should all cover among the right of the utility model.
Claims (6)
1. rubber earthquake isolation support rubber compression spring assembly, including upper sealing plate (8.1), lower sealing plate (8.2) and upper and lower sealing plate it
Between spring spool (3), it is characterised in that:Further include spring pull rod (4), ball-type packing ring (5) and spring fixing bolt (6), institute
State and be respectively arranged with concave spherical surface bolt hole (7) in envelope steel plate up and down;Elastic component (1) is equipped with the spring spool (3) and is fixed
The fixed plate (2) of the elastic component, spring spool (3) both ends and elastic component (1) center are respectively equipped with the through hole being connected;It is described
Spring pull rod (4) has T-shaped head and threaded shank, and the T-shaped head is arranged on the upper sealing plate by ball-type packing ring (5)
(8.1) in the concave spherical surface bolt hole (7) in, the threaded shank sequentially passes through the through hole and elasticity of the spring spool (3) one end
Through hole in part (1) is simultaneously threadedly coupled with the fixed plate (2);The spring fixing bolt (6) passes through the lower sealing plate (8.2)
Interior concave spherical surface bolt hole (7), and be threadedly coupled with the spring spool (3) other end.
2. rubber earthquake isolation support according to claim 1 rubber compression spring assembly, it is characterised in that:The elastic component
Rubber for cylinder compresses spring or polyurethane compresses spring, and the surface of cylinder is in the corrugated of rule.
3. rubber earthquake isolation support according to claim 1 rubber compression spring assembly, it is characterised in that:The spherical pad
It is the steel spherical crown plate with through hole to enclose (5).
4. rubber earthquake isolation support according to claim 1 rubber compression spring assembly, it is characterised in that:The spring pocket
Cylinder (3) is made of the steel pipe sealing plate of steel pipe and two with centre bore.
5. rubber earthquake isolation support according to claim 1 rubber compression spring assembly, it is characterised in that:The spring is drawn
Bar (4) and spring fixing bolt (6) are high-strength bolt.
6. rubber earthquake isolation support according to claim 1 rubber compression spring assembly, it is characterised in that:The concave spherical surface
The bottom of the bolt hole of bolt hole (7) is in concave spherical surface shape.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN201721274793.1U CN207228345U (en) | 2017-09-30 | 2017-09-30 | Rubber earthquake isolation support rubber compression spring assembly |
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Application Number | Priority Date | Filing Date | Title |
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CN201721274793.1U CN207228345U (en) | 2017-09-30 | 2017-09-30 | Rubber earthquake isolation support rubber compression spring assembly |
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CN207228345U true CN207228345U (en) | 2018-04-13 |
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ID=61850290
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Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN110067427A (en) * | 2019-05-08 | 2019-07-30 | 徐赵东 | The double-cylinder type anti-pulling and multidimensional damping device and its shock isolation method of shock isolating pedestal |
CN112431316A (en) * | 2020-11-19 | 2021-03-02 | 东莞理工学院 | Universal anti-pulling laminated rubber support |
CN113738170A (en) * | 2021-09-17 | 2021-12-03 | 上海大学 | Assembled shock insulation structural system |
CN113756445A (en) * | 2021-09-17 | 2021-12-07 | 上海大学 | Prefabricated assembled shock insulation support |
-
2017
- 2017-09-30 CN CN201721274793.1U patent/CN207228345U/en active Active
Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN110067427A (en) * | 2019-05-08 | 2019-07-30 | 徐赵东 | The double-cylinder type anti-pulling and multidimensional damping device and its shock isolation method of shock isolating pedestal |
CN112431316A (en) * | 2020-11-19 | 2021-03-02 | 东莞理工学院 | Universal anti-pulling laminated rubber support |
CN112431316B (en) * | 2020-11-19 | 2022-03-22 | 东莞理工学院 | Universal anti-pulling laminated rubber support |
CN113738170A (en) * | 2021-09-17 | 2021-12-03 | 上海大学 | Assembled shock insulation structural system |
CN113756445A (en) * | 2021-09-17 | 2021-12-07 | 上海大学 | Prefabricated assembled shock insulation support |
CN113756445B (en) * | 2021-09-17 | 2022-07-12 | 上海大学 | Prefabricated assembled shock insulation support |
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Legal Events
Date | Code | Title | Description |
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GR01 | Patent grant | ||
GR01 | Patent grant | ||
PE01 | Entry into force of the registration of the contract for pledge of patent right | ||
PE01 | Entry into force of the registration of the contract for pledge of patent right |
Denomination of utility model: Rubber compression spring assembly for rubber isolation bearing Effective date of registration: 20210601 Granted publication date: 20180413 Pledgee: Bank of China Limited Xinjin sub branch Pledgor: CHENGDU HONGTU LUQIAO MACHINE Co.,Ltd. Registration number: Y2021510000078 |