CN212689245U - Shock insulation slide support - Google Patents
Shock insulation slide support Download PDFInfo
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- CN212689245U CN212689245U CN202020931701.8U CN202020931701U CN212689245U CN 212689245 U CN212689245 U CN 212689245U CN 202020931701 U CN202020931701 U CN 202020931701U CN 212689245 U CN212689245 U CN 212689245U
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Abstract
The utility model relates to a building shock insulation technical field especially relates to a shock insulation slide support. The utility model discloses among the shock insulation slide support, first built-in board and first connecting plate are used for connecting building upper portion, second connecting plate and second built-in board are used for connecting the building lower part, it is vice that sliding panel and sliding material layer contact set up the formation friction, can produce great displacement, avoid the vestibule to cause the separation phenomenon when the earthquake comes, first connecting plate is provided with the dog in the one side towards sliding panel, the dog is used for spacing to the sliding material layer, it is violently removing the in-process roll-off to block the sliding material layer, this shock insulation slide support simple structure is reasonable, can realize building or vestibule's displacement by a wide margin, reach the shock insulation function.
Description
Technical Field
The utility model relates to a building shock insulation technical field especially relates to a shock insulation slide support.
Background
Earthquakes are natural disasters which are difficult to predict, have strong burstiness and great harmfulness to human society. Under the action of earthquake, the destruction of the building is the most direct cause of economic loss and casualties, so the most effective measure for relieving earthquake disasters is to improve the earthquake resistance of the building.
At present, the earthquake-proof method mainly aims at the structure of a building, and ensures that the building is not seriously damaged within the specified earthquake range strength through the design and the structural reinforcement. In recent years, seismic isolation techniques have been developed in which seismic isolation mounts are provided at the base of a building. When an earthquake comes, the earthquake energy can be converted into the heat energy of the rubber, the vibration period of the building is prolonged, the earthquake reaction is reduced, and the temporary damage of the building in the earthquake is reduced.
However, when a building needs to be displaced to a large extent, the existing seismic isolation bearing is difficult to provide large displacement. If the corridor position between two adjacent buildings, when an earthquake occurs, two buildings often move in opposite directions or in reverse directions, so that the corridor position can generate more than 2 times of displacement compared with a single building, and the corridor is easily separated from a main structure under the action of the earthquake to generate the phenomenon of overall collapse.
SUMMERY OF THE UTILITY MODEL
In view of this, the embodiment of the utility model discloses shock insulation slide support for solve the problem that current shock insulation support hardly provides great displacement.
The utility model discloses a concrete technical scheme as follows:
a vibration-isolating skateboard mount comprising: a first component and a second component;
the first assembly comprises a first embedded plate, a first connecting plate and a sliding panel, and the first embedded plate, the first connecting plate and the sliding panel are fixedly connected in sequence;
the second assembly comprises a sliding material layer, a sealing plate, a second connecting plate and a second embedded plate, wherein the sliding material layer, the sealing plate, the second connecting plate and the second embedded plate are fixedly connected in sequence;
the sliding panel and the sliding material layer are in contact arrangement to form a friction pair, one surface of the first connecting plate facing the sliding panel is provided with a stop block, and the stop block is used for limiting the sliding material layer.
Preferably, the number of the stop blocks is more than two;
more than two check blocks are arranged along the circumferential direction of the sliding panel.
Preferably, the stop block is strip-shaped;
the number of the stop blocks is four.
Preferably, the method further comprises the following steps: a first anchor bar and a first sleeve;
the first anchor bar penetrates through the first embedded plate and the first connecting plate, the first anchor bar is fixedly connected with the first connecting plate through a bolt, and the first anchor bar is fixedly connected with the first embedded plate through the first sleeve.
Preferably, the sealing plates comprise a first sealing plate and a second sealing plate;
the first sealing plate is fixedly connected with the second sealing plate, the sliding material layer is fixedly connected with the first sealing plate, and the second connecting plate is fixedly connected with the second sealing plate.
Preferably, the method further comprises the following steps: a second anchor bar and a second sleeve;
the second anchor bar penetrates through the second sealing plate, the second connecting plate and the second embedded plate, the second anchor bar is fixedly connected with the second sealing plate through a bolt, and the second anchor bar is fixedly connected with the second embedded plate through the second sleeve.
Preferably, the stop block and the sliding panel are welded to the first connecting plate.
Preferably, the sliding material layer is bonded with the first sealing plate through an adhesive;
the first sealing plate and the second sealing plate are fixedly connected through bolts.
Preferably, the material of the sliding panel is stainless steel material;
the material of the sliding material layer is a polymer composite material.
Preferably, the stainless steel material is selected from 06Cr19Ni10, 06Cr19Ni13Mo3 or 022Cr19Ni13Mo 3;
the polymer composite material is polyethylene or polytetrafluoroethylene.
To sum up, the utility model provides a shock insulation slide support, include: a first component and a second component; the first assembly comprises a first embedded plate, a first connecting plate and a sliding panel, and the first embedded plate, the first connecting plate and the sliding panel are fixedly connected in sequence; the second assembly comprises a sliding material layer, a sealing plate, a second connecting plate and a second embedded plate, wherein the sliding material layer, the sealing plate, the second connecting plate and the second embedded plate are fixedly connected in sequence; the sliding panel and the sliding material layer are in contact arrangement to form a friction pair, one surface of the first connecting plate facing the sliding panel is provided with a stop block, and the stop block is used for limiting the sliding material layer.
The utility model discloses in, first built-in plate and first connecting plate are used for connecting building upper portion, second connecting plate and second built-in plate are used for connecting the building lower part, it is vice that sliding panel and sliding material layer contact set up the formation friction, can produce great displacement, avoid the vestibule to lead to the fact the separation from the phenomenon when the earthquake comes, first connecting plate is provided with the dog in the one side towards sliding panel, the dog is used for spacing to the sliding material layer, it is violently removing the in-process roll-off to block the sliding material layer, this shock insulation slide support simple structure is reasonable, can realize building or vestibule's displacement by a wide margin, reach the shock insulation function.
Drawings
In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings needed to be used in the description of the embodiments or the prior art will be briefly described below, it is obvious that the drawings in the following description are only some embodiments of the present invention, and for those skilled in the art, other drawings can be obtained according to the drawings without inventive exercise.
Fig. 1 is a schematic structural view of a vibration-isolating skateboard support provided in an embodiment of the present invention;
fig. 2 is a bottom connection diagram of a first connection plate, a sliding panel and a stop block in a vibration isolation skateboard support according to an embodiment of the present invention;
FIG. 3 is a cross-sectional connection diagram of a first connection plate, a sliding surface plate and a stop block in the vibration isolation skateboard support according to an embodiment of the present invention;
fig. 4 is a top connection view of a sliding material layer and a sealing plate in a vibration isolation skateboard support according to an embodiment of the present invention;
fig. 5 is a front view of a sliding material layer and a sealing plate in a vibration-isolating slider support according to an embodiment of the present invention;
fig. 6 is a front view of a first assembly and a second assembly in a normal installation position of a vibration-isolating skateboard support provided in an embodiment of the present invention;
fig. 7 is a front view connection diagram of a first assembly and a second assembly in a vibration-isolating skateboard support provided in an embodiment of the present invention under rare earthquakes;
illustration of the drawings: 1. a first pre-buried plate; 2. a first connecting plate; 3. a slip panel; 4. a stopper; 5. a bolt; 6. a sliding material layer; 7. closing the plate; 8. a bolt; 9. a second connecting plate; 10. a second pre-buried plate; 11. a first sleeve; 12. a first anchor bar; 13. a second sleeve; 14. a second anchor bar; 15. a first mounting through hole; 16. a second mounting through hole; 17. a first seal plate; 18. and a second closing plate.
Detailed Description
The embodiment of the utility model discloses shock insulation slide support for solve the problem that current shock insulation support hardly provides great displacement.
It will be understood that when an element is referred to as being "secured to" another element, it can be directly on the other element or intervening elements may also be present. When an element is referred to as being "connected" to another element, it can be directly connected to the other element or intervening elements may also be present. In the description of the embodiments of the present application, it should be noted that the terms "center", "upper", "lower", "left", "right", "vertical", "horizontal", "inner", "outer", and the like indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings, and are only for convenience in describing the embodiments of the present application and simplifying the description, but do not indicate or imply that the referred devices or elements must have specific orientations, be configured in specific orientations, and operate, and thus, should not be construed as limiting the embodiments of the present application. Furthermore, the terms "first," "second," and "third" are used for descriptive purposes only and are not to be construed as indicating or implying relative importance.
Please refer to fig. 1, which is a schematic structural diagram of a shock insulation skateboard support according to an embodiment of the present invention.
The embodiment of the utility model provides an embodiment of a shock insulation slide support includes: a first component and a second component;
the first assembly comprises a first embedded plate 1, a first connecting plate 2 and a sliding panel 3, wherein the first embedded plate 1, the first connecting plate 2 and the sliding panel 3 are fixedly connected in sequence;
the second assembly comprises a sliding material layer 6, a sealing plate 7, a second connecting plate 9 and a second embedded plate 10, wherein the sliding material layer 6, the sealing plate 7, the second connecting plate 9 and the second embedded plate 10 are fixedly connected in sequence;
the sliding panel 3 and the sliding material layer 6 are in contact arrangement to form a friction pair, the first connecting plate 2 is provided with a stop block 4 on one surface facing the sliding panel 3, and the stop block 4 is used for limiting the sliding material layer 6.
The embodiment of the utility model provides an in, first pre-buried board 1 and first connecting plate 2 are used for connecting building upper portion, second connecting plate 9 and second pre-buried board 10 are used for connecting the building lower part, it is vice that slip panel 3 and the contact setting of sliding material layer 6 form the friction, can produce great displacement, avoid the vestibule to cause the separation phenomenon when the earthquake comes, first connecting plate 2 is provided with dog 4 in the one side towards slip panel 3, dog 4 is used for 6 spacing to sliding material layer, it is at the violent in-process roll-off that removes to block sliding material layer 6, this shock insulation slide support simple structure is reasonable, can realize building or vestibule's displacement by a wide margin, reach the shock insulation function.
The embodiment of the utility model provides a rigidity when shock insulation slide support horizontal slip is zero, and is insensitive to seismic oscillation frequency spectrum characteristic to the sliding displacement is great relatively, also is applicable to the shock insulation of weak soil foundation.
The above is to the embodiment of the present invention provides an embodiment of a vibration isolation sliding plate support, and the following will be to the embodiment of the present invention provides another embodiment of a vibration isolation sliding plate support, and the detailed description is performed.
Please refer to fig. 1 to 5, fig. 2 is a bottom view connection diagram of the first connection board 2, the sliding panel 3 and the stop block 4 in the vibration isolation sliding board support provided in the embodiment of the present invention, fig. 3 is a top view connection diagram of the first connection board 2, the sliding panel 3 and the stop block 4 in the vibration isolation sliding board support provided in the embodiment of the present invention, fig. 4 is a top view connection diagram of the sliding material layer 6 and the seal plate 7 in the vibration isolation sliding board support provided in the embodiment of the present invention, fig. 5 is a top view connection diagram of the sliding material layer 6 and the seal plate 7 in the vibration isolation sliding board support provided in the embodiment of the present invention.
The embodiment of the utility model provides a pair of another embodiment of shock insulation slide support, include: a first component and a second component;
the first assembly comprises a first embedded plate 1, a first connecting plate 2 and a sliding panel 3, wherein the first embedded plate 1, the first connecting plate 2 and the sliding panel 3 are fixedly connected in sequence;
the second assembly comprises a sliding material layer 6, a sealing plate 7, a second connecting plate 9 and a second embedded plate 10, wherein the sliding material layer 6, the sealing plate 7, the second connecting plate 9 and the second embedded plate 10 are fixedly connected in sequence;
the sliding panel 3 and the sliding material layer 6 are in contact arrangement to form a friction pair, the first connecting plate 2 is provided with a stop block 4 on one surface facing the sliding panel 3, and the stop block 4 is used for limiting the sliding material layer 6.
The embodiment of the utility model provides an in, first pre-buried board 1 and first connecting plate 2 are used for connecting building upper portion, second connecting plate 9 and second pre-buried board 10 are used for connecting the building lower part, it is vice that slip panel 3 and the contact setting of sliding material layer 6 form the friction, can produce great displacement, the displacement can not receive the restriction of shock insulation slide support height, avoid the vestibule to lead to the fact the separation phenomenon when the earthquake comes, first connecting plate 2 is provided with dog 4 in the one side towards slip panel 3, dog 4 is used for spacing to sliding material layer 6, it moves the in-process roll-off at the acutely to block sliding material layer 6, this shock insulation slide support simple structure is reasonable, can realize the displacement by a wide margin of building or vestibule, reach the shock insulation function.
Furthermore, the number of the stop blocks 4 is more than two;
more than two blocks 4 are arranged along the circumferential direction of the sliding panel 3.
In the embodiment of the utility model, the stop 4 is strip-shaped;
the number of the stoppers 4 is four.
The embodiment of the utility model provides an in, still include: a first anchor bar 12 and a first sleeve 11;
the first anchor bar 12 penetrates through the first embedded plate 1 and the first connecting plate 2, the first anchor bar 12 is fixedly connected with the first connecting plate 2 through the bolt 8, and the first anchor bar 12 penetrates through the first mounting through hole 15 and is fixedly connected with the first embedded plate 1 through the first sleeve 11.
In the embodiment of the present invention, the sealing plate 7 includes a first sealing plate 17 and a second sealing plate 18;
the first closing plate 17 is fixedly connected with the second closing plate 18, the sliding material layer 6 is fixedly connected with the first closing plate 17, and the second connecting plate 9 is fixedly connected with the second closing plate 18.
The embodiment of the utility model provides an in, still include: a second anchor bar 14 and a second sleeve 13;
the second anchor bars 14 penetrate through the second sealing plate 18, the second connecting plate 9 and the second embedded plate 10, the second anchor bars 14 are fixedly connected with the second sealing plate 18 through bolts 8, and the second anchor bars 14 penetrate through the second mounting through holes 16 and are fixedly connected with the second embedded plate 10 through second sleeves 13.
In the embodiment of the present invention, the first connecting plate 2 and the first embedded plate 1 are connected to the upper portion of the building through the first anchor bar 12, the first sleeve 11 and the bolt, and the second connecting plate 9 and the second embedded plate 10 are connected to the lower portion of the building through the second anchor bar 14, the second sleeve 13 and the bolt. The embodiment of the utility model provides a shock insulation slide support is changed simply, and the accessible is twisted out bolt 8 and is realized the change of first subassembly or second subassembly.
The embodiment of the utility model provides an in, dog 4 and slide panel 3 all with first connecting plate 2 welding.
In the embodiment of the present invention, the sliding material layer 6 is bonded to the first sealing plate 17 by an adhesive, and the sliding material layer 6 is firmly bonded to the first sealing plate 17 by a high strength adhesive;
the first closing plate 17 and the second closing plate 18 are fixedly connected by bolts 5.
In the embodiment of the utility model, the material of the sliding panel 3 is stainless steel material;
the material of the sliding material layer 6 is a polymer composite material.
In the embodiment of the utility model, the stainless steel material is selected from 06Cr19Ni10, 06Cr19Ni13Mo3 or 022Cr19Ni13Mo3, and the stainless steel material conforms to the GB/T3280 regulation;
the high molecular composite material is polyethylene or polytetrafluoroethylene, the molecular weight of the polyethylene is 300-2000 ten thousand, and the molecular weight of the polytetrafluoroethylene is 500-3000 ten thousand.
In the embodiment of the utility model, the material of the sliding panel 3 is stainless steel material, the material of the sliding material layer 6 is polymer composite material, the structure is simple, the bearing capacity is large, and the pressure of more than 100MPa can be borne; the rubber layer is not contained, unstable factors such as aging, bonding failure and pollution of the rubber are reduced, the problem of material aging is avoided, and the service life is long.
In the embodiment of the present invention, the sliding material layer 6 can be circular, and the outer diameter can be 200-800 mm. The sliding panel 3 can be circular, square or polygonal, the diameter of the sliding panel 3 can be 400-1500 mm when the sliding panel is circular, and the size of the sliding panel 3 can be 400 × 400-1500 × 1500mm when the sliding panel is square.
In the embodiment of the present invention, the sliding panel 3 is in the octagonal region as shown in fig. 2, and the sliding material layer 6 can move freely in the octagonal region. The sliding panel 3 is positioned above the sliding material layer 6, so that the pollution of dust or sundries is basically avoided, and the free sliding of the sliding material layer 6 relative to the sliding panel 3 is not influenced. The stopper 4 is in the form of a strip, four pieces in total, and is welded to the first connecting plate 2 for stopping the sliding material layer 6 from moving out of the first component area in an extreme case to cause a collapse event.
Please refer to fig. 6 and 7, fig. 6 is a connection diagram of a first assembly and a second assembly at normal installation positions in a vibration isolation skateboard support provided in an embodiment of the present invention, and fig. 7 is a connection diagram of a first assembly and a second assembly in a vibration isolation skateboard support provided in an embodiment of the present invention under rare earthquakes.
In the normal installation position, the second assembly is located at the central position of the first assembly; in rare earthquakes, the second assembly may be located to one side of the first assembly. Under general conditions, the utility model provides a skew of shock insulation slide support can not cause the state of slope to whole building or vestibule position. Under extreme condition, can the embodiment of the utility model provides a shock insulation slide support periphery sets up rubber shock insulation support, be used for the utility model provides a reset of shock insulation slide support.
It is right above the utility model provides a shock insulation slide support has carried out detailed introduction, to the general technical personnel in this field, the foundation the utility model discloses the thought of embodiment all has the change part on concrete implementation and application scope, to sum up, this specification content should not be understood as right the utility model discloses a restriction.
Claims (10)
1. A vibration-isolating slide plate support, comprising: a first component and a second component;
the first assembly comprises a first embedded plate, a first connecting plate and a sliding panel, and the first embedded plate, the first connecting plate and the sliding panel are fixedly connected in sequence;
the second assembly comprises a sliding material layer, a sealing plate, a second connecting plate and a second embedded plate, wherein the sliding material layer, the sealing plate, the second connecting plate and the second embedded plate are fixedly connected in sequence;
the sliding panel and the sliding material layer are in contact arrangement to form a friction pair, one surface of the first connecting plate facing the sliding panel is provided with a stop block, and the stop block is used for limiting the sliding material layer.
2. The vibration-isolating skateboard mount of claim 1, wherein the number of the stoppers is two or more;
more than two check blocks are arranged along the circumferential direction of the sliding panel.
3. The vibration-isolating skateboard mount of claim 2, wherein the block is bar-shaped;
the number of the stop blocks is four.
4. The vibration-isolated skateboard mount of claim 1, further comprising: a first anchor bar and a first sleeve;
the first anchor bar penetrates through the first embedded plate and the first connecting plate, the first anchor bar is fixedly connected with the first connecting plate through a bolt, and the first anchor bar is fixedly connected with the first embedded plate through the first sleeve.
5. A shock-isolated skateboard mount as claimed in claim 1, wherein the sealing plate comprises a first sealing plate and a second sealing plate;
the first sealing plate is fixedly connected with the second sealing plate, the sliding material layer is fixedly connected with the first sealing plate, and the second connecting plate is fixedly connected with the second sealing plate.
6. The vibration-isolated skateboard mount of claim 5, further comprising: a second anchor bar and a second sleeve;
the second anchor bar penetrates through the second sealing plate, the second connecting plate and the second embedded plate, the second anchor bar is fixedly connected with the second sealing plate through a bolt, and the second anchor bar is fixedly connected with the second embedded plate through the second sleeve.
7. A seismically isolated skateboard support as in claim 1, wherein said stop and said glide plate are both welded to said first connecting plate.
8. A vibration-isolating skateboard mount as claimed in claim 5, wherein the layer of sliding material is bonded to the first sealing plate by an adhesive;
the first sealing plate and the second sealing plate are fixedly connected through bolts.
9. The vibration-isolated skateboard mount of claim 1, wherein the material of the skid plate is stainless steel;
the material of the sliding material layer is a polymer composite material.
10. Vibration-isolated skateboard mount according to claim 9, wherein said stainless steel material is selected from 06Cr19Ni10, 06Cr19Ni13Mo3 or 022Cr19Ni13Mo 3;
the polymer composite material is polyethylene or polytetrafluoroethylene.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020931701.8U CN212689245U (en) | 2020-05-28 | 2020-05-28 | Shock insulation slide support |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020931701.8U CN212689245U (en) | 2020-05-28 | 2020-05-28 | Shock insulation slide support |
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| Publication Number | Publication Date |
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| CN212689245U true CN212689245U (en) | 2021-03-12 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN202020931701.8U Active CN212689245U (en) | 2020-05-28 | 2020-05-28 | Shock insulation slide support |
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| CN (1) | CN212689245U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114319625A (en) * | 2021-11-25 | 2022-04-12 | 华中科技大学 | Shock isolation device for resisting earthquake in rare occurrence and building shock isolation method |
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2020
- 2020-05-28 CN CN202020931701.8U patent/CN212689245U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114319625A (en) * | 2021-11-25 | 2022-04-12 | 华中科技大学 | Shock isolation device for resisting earthquake in rare occurrence and building shock isolation method |
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