CN205475712U - Composite guide rail type tensile shock insulation rubber support - Google Patents
Composite guide rail type tensile shock insulation rubber support Download PDFInfo
- Publication number
- CN205475712U CN205475712U CN201620155117.1U CN201620155117U CN205475712U CN 205475712 U CN205475712 U CN 205475712U CN 201620155117 U CN201620155117 U CN 201620155117U CN 205475712 U CN205475712 U CN 205475712U
- Authority
- CN
- China
- Prior art keywords
- guide rail
- rubber support
- connecting portion
- shock insulation
- composite guide
- 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.)
- Withdrawn - After Issue
Links
- 230000035939 shock Effects 0.000 title claims abstract description 49
- 238000009413 insulation Methods 0.000 title claims abstract description 32
- 239000002131 composite material Substances 0.000 title claims description 19
- 238000002955 isolation Methods 0.000 claims abstract description 28
- 238000003466 welding Methods 0.000 claims description 5
- 229910000831 Steel Inorganic materials 0.000 claims description 3
- 239000002184 metal Substances 0.000 claims description 3
- 239000010959 steel Substances 0.000 claims description 3
- 230000000694 effects Effects 0.000 abstract description 14
- 150000001875 compounds Chemical class 0.000 abstract 1
- 230000009471 action Effects 0.000 description 6
- 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 description 3
- 238000005516 engineering process Methods 0.000 description 2
- 230000006835 compression Effects 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000007423 decrease Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 239000003292 glue Substances 0.000 description 1
- 230000006872 improvement Effects 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004044 response Effects 0.000 description 1
- 230000000452 restraining effect Effects 0.000 description 1
- 239000011435 rock Substances 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Landscapes
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The utility model relates to a building shock insulation technical field, especially a compound guide tracked tensile shock insulation rubber support. The support comprises an upper flange plate, a lower flange plate, a shock insulation rubber support, a transverse guide rail, a longitudinal guide rail and a tensile limiting device; the two transverse guide rails and the two longitudinal guide rails are respectively arranged on the edges of the inner surfaces of the lower flange plate and the upper flange plate in parallel; the tensile limiting device comprises an upper connecting part, a limiting box and a lower connecting part, and is arranged in a centrosymmetric manner by using the shock insulation rubber support; the upper connecting part and the lower connecting part are respectively connected with the longitudinal guide rail and the transverse guide rail in a nested manner; the open end of the limiting box is connected with the upper connecting part in a nested manner, and the closed end of the opposite surface of the limiting box is fixedly connected with the lower connecting part. The utility model discloses use isolation rubber support and tensile stop device combination, utilize the guide rail design, exert the two synergism. When not influencing the horizontal shock insulation effect of shock insulation rubber support, can resist certain wind vibration, improve the vertical tensile ability of support.
Description
Technical field
This utility model patent relates to architectural vibration-insulation technical field, particularly a kind of composite guide rail type tension shock insulation
Rubber support.
Background technology
The operation principle of rubber earthquake isolation support is, between the superstructure and base surface of building, or layer
Between rubber earthquake isolation support is set between structure, by effective work of shock isolating pedestal, limit and reduce seismic wave
Input to superstructure, and control the earthquake load effects of superstructure and the deformation of shock isolating pedestal, thus
Reduce the seismic response of whole building, reach antidetonation purpose.
Basic unit's shock insulation is progressively applied in executive information systems in recent years.Due to high-rise and Super High
The tilting moment that the horizontal seismic force of building produces is relatively big, and under strong earthquake motion effect, rubber earthquake isolation support holds
Tension phenomenon easily occurs.Under strong earthquake motion effect, generation is significantly jolted and rocks by large ratio of height to width structure,
Thus the tension phenomenon of rubber earthquake isolation support can be made to become apparent from.When shock insulation rubber bearing is by axial tension,
Although from the appearance there is no too macrolesion, but its inside easily forms negative pressure state and produces many emptying apertures.
Research shows, shock insulation rubber bearing pressurized again after bigger deformed in tension, it is firm that its vertical rigidity is reduced to the initial stage
About the 1/2 of degree, and when tension reaches 1.5～3.0MPa, bearing extensional rigidity can drastically decline,
Show bilinearity feature.Further for long span building, high level and high-rise building, pole under wind-engaging effect
Easily it is subjected to displacement, thus reduces serviceability and the life-span of shock insulation rubber bearing.Existing tension stopping means
Although tension effect can be played, but all can affect the horizontal seismic isolation effect of shock insulation rubber bearing to a certain extent,
And part-structure cost is high.It is thus desirable to a kind of composite guide rail type tension shock isolation rubber support,
While not affecting shock insulation rubber bearing horizontal seismic isolation effect, certain wind can be resisted and shake, improve bearing
Vertical resistance to tension.
Utility model content
This utility model is for the deficiencies in the prior art, it is provided that a kind of removable wind-proof device, it is provided that a kind of
Simple in construction, resistance to tension are strong, possess the composite shock insulation rubber support of restraining ability, are not affecting shock insulation rubber
While glue bearing horizontal seismic isolation effect, certain wind shake can be resisted, improve the vertical resistance to tension of bearing.
The technical solution of the utility model is achieved in that this composite guide rail type tension shock isolation rubber support bag
Include upper flange plate, lower flange plate and shock insulation rubber bearing, it is characterised in that also include cross slide way, longitudinal direction
Guide rail and tension stopping means；Described cross slide way and longitudinal rail are respectively arranged with two, are installed in parallel in respectively
Lower flange plate and the edge of upper flange plate inner surface；Described tension stopping means has two, props up with isolation rubber
Seat center is symmetrical set, and its upper and lower two ends are connected with described longitudinal rail, cross slide way respectively.
Described tension stopping means includes connecting portion, spacing case and lower connecting portion, described upper connecting portion and under
Connecting portion respectively with longitudinal rail, cross slide way nested encryptions；Described its opening of spacing case and upper connecting portion
Nested encryptions, its opposite face blind end is fixing with upper connecting portion to be connected；Described upper connecting portion is closed with spacing case
Suitable space is left between end.
Described cross slide way and longitudinal rail are T-shaped or dovetail grooved guide rail, and its two ends are all blocked by welding.
The upper connecting portion of described tension stopping means and lower connecting portion one end are provided with chute, described chute profile with
Laterally, longitudinal rail suitable, this chute other end becomes T-shaped, profile respectively with spacing case opening, envelope
Closed end is suitable.
Described upper and lower flanged plate is parallel to each other or vertically.
Described laterally, longitudinal rail be connected with upper and lower flanged plate by bolt respectively, bolt height is less than
Flanged plate thickness.
Described spacing case cross section is circular, square or rectangular.
Described lower connecting portion is bolted with spacing case blind end or welds.
The described each parts of tension stopping means are constituted by metal power consumption steel.
It is filled with spring or lead in space between described upper connecting portion and spacing case blind end.
This utility model solves defect present in background technology, has the advantages that
1) at coming earthquake, when occurred level is sheared, horizontal, Longitudinal Guide Rail Design, tension can be made spacing
Device, along slide, does not affect shock isolating pedestal horizontal seismic isolation effect.
2) tension stopping means can improve the vertical resistance to tension of shock insulation rubber bearing.
3) during routine use, upper and lower connecting portion and the rubbing action of guide rail, can reach certain wind load resistance effect
Really.
4) guide rail two ends welding, can shear shock insulation rubber bearing horizontal limeit and play position-limiting action.
5) size of tension stopping means can according to the design requirement of shock insulation rubber bearing flexible design.
Shock insulation rubber bearing and tension stopping means are applied in combination by this utility model, utilize Guide Rail Design, send out
Wave the synergism of the two.While not affecting shock insulation rubber bearing horizontal seismic isolation effect, can resist certain
Wind shake, improve bearing vertical resistance to tension, simultaneously guide rail two ends welding, can be to shock insulation rubber bearing water
Flat Ultimate Shear plays position-limiting action.
Accompanying drawing explanation
Fig. 1 is the structural representation of composite guide rail type tension shock isolation rubber support embodiment 1；
Fig. 2 is the structural representation of the tension stopping means of Fig. 1；
Fig. 3 is the schematic top plan view of Fig. 1；
Fig. 4 is the structural representation of composite guide rail type tension shock isolation rubber support embodiment 2；
In figure: 11-lower flange plate, 12-upper flange plate, 2-shock insulation rubber bearing, 31-cross slide way, 32-
Longitudinal rail, 4-tension stopping means, connecting portion under 41-, the spacing case of 42-, the upper connecting portion of 43-, 44-is sliding
Groove, 5-bolt.
Detailed description of the invention
Below in conjunction with the accompanying drawing in this utility model embodiment, to the technical side in this utility model embodiment
Case is clearly and completely described, it is clear that described embodiment is only that this utility model part is real
Execute example rather than whole embodiments.Based on the embodiment in this utility model, ordinary skill people
The every other embodiment that member is obtained under not making creative work premise, broadly falls into this utility model
The scope of protection.
Embodiment one
A kind of composite guide rail type tension shock isolation rubber support as shown in Figure 1, Figure 2 and Figure 3, including upper flange plate
12, lower flange plate 11, tension stopping means 4, cross slide way 31, longitudinal rail 32 and shock insulation rubber bearing
2.Shock insulation rubber bearing is I type or II type, and upper and lower flanged plate is rectangle, is mutually perpendicular to.Cross slide way
31 and longitudinal rail 32 be respectively arranged with two, in dovetail grooved.Two ends are blocked by welding, and restriction chute skids off leads
Rail.Each via the parallel edge being fixed on lower flange plate 11 and upper flange plate 12 inner surface of bolt, bolt
Highly less than flanged plate thickness.Tension stopping means 4 includes connecting portion 43, spacing case 42, lower connection
Portion 41.Tension stopping means 4 is in a center of symmetry around shock insulation rubber bearing 2.The each parts of tension stopping means
Being constituted by metal power consumption steel, on it, connecting portion 43 and lower connecting portion 41 one end are provided with chute 44, respectively
With cross slide way 31, longitudinal rail 32 nested encryptions, can two-way slidably, the other end becomes T-shaped.Upper company
Connect portion's chute 44 to be connected by bolt 5 with T-shaped position.Spacing case 42 is square, opening and upper company
The portion that connects T-shaped end nested encryptions, opposite face blind end is bolted with lower connecting portion 41, upper connecting portion 43
And leave enough spaces between spacing case 42 blind end, the vertical compression of shock insulation rubber bearing can be met.
Embodiment two
As shown in Figure 4, with the difference of embodiment 1, it is that described shock insulation rubber bearing is II type, and tension limits
Position device 4 inverts to be laid, and spacing case 42 is circular.
During routine use, upper and lower connecting portion and the rubbing action of guide rail, can reach certain wind load resistance effect,
When coming earthquake, the portion of being vertically connected with of stopping means each along longitudinally, laterally slide, do not affect every
The horizontal seismic isolation effect of shake rubber support, if vertical seismic action is obvious, spacing case 42 can play vertical tension
Position-limiting action.
The foregoing is only preferred embodiment of the present utility model, not in order to limit this utility model,
All within spirit of the present utility model and principle, any modification, equivalent substitution and improvement etc. made, all
Within protection domain of the present utility model should be included in.
Claims (10)
1. a composite guide rail type tension shock isolation rubber support, including upper flange plate (12), lower flange plate (11)
With shock insulation rubber bearing (2), it is characterised in that also include cross slide way (31), longitudinal rail (32) and tension
Stopping means (4)；Described cross slide way (31) and longitudinal rail (32) are respectively arranged with two, are installed in parallel in respectively
Lower flange plate (11) and the edge of upper flange plate (12) inner surface；Described tension stopping means (4) has two, with
Shock insulation rubber bearing (2) center is symmetrical set, its upper and lower two ends respectively with described longitudinal rail (32), horizontal
Direction guiding rail (31) connects.
Composite guide rail type tension shock isolation rubber support the most according to claim 1, it is characterised in that: institute
State tension stopping means (4) and include connecting portion (43), spacing case (42) and lower connecting portion (41), described upper company
Connect portion (43) and lower connecting portion (41) respectively with longitudinal rail (32), cross slide way (31) nested encryptions；Described
Spacing case (42) its opening and upper connecting portion (43) nested encryptions, its opposite face blind end and upper connecting portion (43)
Fixing connection；Suitable space is left between described upper connecting portion (43) and spacing case (42) blind end.
Composite guide rail type tension shock isolation rubber support the most according to claim 1 and 2, it is characterised in that:
Described cross slide way (31) and longitudinal rail (32) are T-shaped or dovetail grooved guide rail, and its two ends are all by welding
Closure.
Composite guide rail type tension shock isolation rubber support the most according to claim 3, it is characterised in that: institute
Upper connecting portion (43) and lower connecting portion (41) one end of stating tension stopping means are provided with chute (44), described chute
(44) profile with laterally, longitudinal rail suitable, this chute (44) other end becomes T-shaped, profile respectively with limit
Position case (42) opening, blind end are suitable.
Composite guide rail type tension shock isolation rubber support the most according to claim 4, it is characterised in that: institute
State upper and lower flanged plate to be parallel to each other or vertically.
Composite guide rail type tension shock isolation rubber support the most according to claim 5, it is characterised in that: institute
State laterally, longitudinal rail be connected with upper and lower flanged plate by bolt respectively, bolt height is less than flanged plate
Thickness.
Composite guide rail type tension shock isolation rubber support the most according to claim 6, it is characterised in that: institute
State spacing case (42) cross section for circular, square or rectangular.
Composite guide rail type tension shock isolation rubber support the most according to claim 7, it is characterised in that: institute
State lower connecting portion (41) to be bolted with spacing case (42) blind end or weld.
Composite guide rail type tension shock isolation rubber support the most according to claim 8, it is characterised in that: institute
State each parts of tension stopping means to be constituted by metal power consumption steel.
Composite guide rail type tension shock isolation rubber support the most according to claim 9, it is characterised in that:
It is filled with spring or lead in space between described upper connecting portion (43) and spacing case (42) blind end.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620155117.1U CN205475712U (en) | 2016-03-01 | 2016-03-01 | Composite guide rail type tensile shock insulation rubber support |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620155117.1U CN205475712U (en) | 2016-03-01 | 2016-03-01 | Composite guide rail type tensile shock insulation rubber support |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205475712U true CN205475712U (en) | 2016-08-17 |
Family
ID=56657875
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620155117.1U Withdrawn - After Issue CN205475712U (en) | 2016-03-01 | 2016-03-01 | Composite guide rail type tensile shock insulation rubber support |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205475712U (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105587037A (en) * | 2016-03-01 | 2016-05-18 | 云南震安减震科技股份有限公司 | Composite guide rail type tensile shock insulation rubber support |
| CN106545210A (en) * | 2016-12-07 | 2017-03-29 | 北京工业大学 | Oval rail type anti-pulling earthquake isolating equipment |
| CN108660917A (en) * | 2018-06-08 | 2018-10-16 | 武汉海润工程设备有限公司 | A kind of fixed resisting moment bearing for single track railway bridge |
| CN108660916A (en) * | 2018-06-07 | 2018-10-16 | 武汉海润工程设备有限公司 | A kind of one-way type resisting moment bearing for single track railway bridge |
| CN108842925A (en) * | 2018-07-23 | 2018-11-20 | 佛山科学技术学院 | A kind of resistance to plucking friction limit shock isolating pedestal |
| CN114775829A (en) * | 2022-05-31 | 2022-07-22 | 震安科技股份有限公司 | Tensile support |
-
2016
- 2016-03-01 CN CN201620155117.1U patent/CN205475712U/en not_active Withdrawn - After Issue
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105587037A (en) * | 2016-03-01 | 2016-05-18 | 云南震安减震科技股份有限公司 | Composite guide rail type tensile shock insulation rubber support |
| CN105587037B (en) * | 2016-03-01 | 2018-08-17 | 云南震安减震科技股份有限公司 | Composite guide rail type tensile shock insulation rubber support |
| CN106545210A (en) * | 2016-12-07 | 2017-03-29 | 北京工业大学 | Oval rail type anti-pulling earthquake isolating equipment |
| CN108660916A (en) * | 2018-06-07 | 2018-10-16 | 武汉海润工程设备有限公司 | A kind of one-way type resisting moment bearing for single track railway bridge |
| CN108660917A (en) * | 2018-06-08 | 2018-10-16 | 武汉海润工程设备有限公司 | A kind of fixed resisting moment bearing for single track railway bridge |
| CN108842925A (en) * | 2018-07-23 | 2018-11-20 | 佛山科学技术学院 | A kind of resistance to plucking friction limit shock isolating pedestal |
| CN114775829A (en) * | 2022-05-31 | 2022-07-22 | 震安科技股份有限公司 | Tensile support |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN205475712U (en) | Composite guide rail type tensile shock insulation rubber support | |
| CN105587037A (en) | Composite guide rail type tensile shock insulation rubber support | |
| CN105239501B (en) | Anti-pulling high-damping rubber shock isolating pedestal | |
| CN204081128U (en) | A kind of viscous damping wall | |
| CN207646931U (en) | A kind of combined mild steel energy dissipation damper and shear wall structure | |
| CN101245615A (en) | Two side connection large-space vertical seam-opening combined steel plate shearing force wall | |
| CN103088933A (en) | Collaborative energy dissipation anti-buckling supporting construction member with major earthquake protection function | |
| CN105649230A (en) | Buckling-proof steel plate shear wall with end columns and construction method thereof | |
| CN108517958A (en) | A kind of assembling type steel structure energy-dissipating type bean column node and its assembly method | |
| CN105019571A (en) | Viscous damping wall | |
| CN206070790U (en) | A kind of anti-buckling steel plate seismic structural wall, earthquake resistant wall of ribbed stiffener | |
| CN207484730U (en) | A kind of anti-buckling steel plate seismic structural wall, earthquake resistant wall of waveform | |
| CN207812724U (en) | A kind of box mild steel energy dissipation damper and shear wall structure for shear wall | |
| CN103498515A (en) | Mild steel damper for included angle position or column foot position of beam column node | |
| KR101226766B1 (en) | A device for coupling beam on column | |
| CN210421987U (en) | Energy dissipation and shock absorption device suitable for ancient building timber structure tenon fourth of twelve earthly branches node | |
| CN106545212A (en) | A kind of straight guide type tension and spacing earthquake isolating equipment | |
| CN110173129B (en) | Energy dissipation and shock absorption device suitable for mortise and tenon joint of wooden structure of ancient building | |
| CN114439123A (en) | Vertical tensile sliding shock isolation device | |
| CN203475602U (en) | Inclined strut conversion structure applied to high-rise buildings | |
| CN205348399U (en) | Steel frame that roof beam interzone slidable V type supported | |
| KR101406485B1 (en) | Coupling structure and method for beam to column connection | |
| CN106400979A (en) | Chute-type tensile seismic isolation device | |
| CN105297954A (en) | Steel frame building wall with damping joints and construction method thereof | |
| CN107974925A (en) | A kind of two-way preloading bridge block |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20160817 Effective date of abandoning: 20180817 |
|
| AV01 | Patent right actively abandoned |
Granted publication date: 20160817 Effective date of abandoning: 20180817 |
|
| AV01 | Patent right actively abandoned | ||
| AV01 | Patent right actively abandoned |