CN219604551U - Double-rigidity elastic support - Google Patents

Double-rigidity elastic support Download PDF

Info

Publication number
CN219604551U
CN219604551U CN202321308813.8U CN202321308813U CN219604551U CN 219604551 U CN219604551 U CN 219604551U CN 202321308813 U CN202321308813 U CN 202321308813U CN 219604551 U CN219604551 U CN 219604551U
Authority
CN
China
Prior art keywords
steel plate
dual
elastic layer
rigidity
connecting plate
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.)
Active
Application number
CN202321308813.8U
Other languages
Chinese (zh)
Inventor
王豫
魏陆顺
梁欢文
何思杰
赵晨旭
李诗瑶
管庆松
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.)
Zhenan Technology Co Ltd
Original Assignee
Zhenan Technology Co 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 Zhenan Technology Co Ltd filed Critical Zhenan Technology Co Ltd
Priority to CN202321308813.8U priority Critical patent/CN219604551U/en
Application granted granted Critical
Publication of CN219604551U publication Critical patent/CN219604551U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Abstract

The utility model discloses a dual-rigidity elastic support, which comprises an upper connecting plate, a lower connecting plate, a dual-rigidity elastic body and a pressing piece, wherein the dual-rigidity elastic body is arranged between the upper connecting plate and the lower connecting plate; the dual-rigidity elastic body comprises a first steel plate, a first elastic layer, a second steel plate, a second elastic layer and a third steel plate which are arranged from top to bottom. The utility model aims to provide a double-rigidity elastic support to increase the vertical shock insulation effect and prevent the phenomenon of overlarge displacement.

Description

Double-rigidity elastic support
Technical Field
The utility model relates to the technical field of shock absorption, in particular to a double-rigidity elastic support.
Background
The vibration effect caused by urban rails to a building structure affects normal work and life of people, and the vibration isolation device is arranged between the building structure and a foundation to effectively isolate environmental vibration, but after the vibration isolation device is arranged, the phenomenon of overlarge displacement easily occurs under the action of an earthquake due to smaller rigidity of the vibration isolation layer, and hidden danger exists on the structure.
Disclosure of Invention
The utility model aims to provide a double-rigidity elastic support to increase the vertical shock insulation effect and prevent the phenomenon of overlarge displacement.
In order to solve the technical problems, the utility model adopts the following technical scheme:
the double-rigidity elastic support comprises an upper connecting plate, a lower connecting plate, a double-rigidity elastic body and a pressing piece, wherein the double-rigidity elastic body is arranged between the upper connecting plate and the lower connecting plate, the pressing piece is arranged on the lower surface of the upper connecting plate, and the pressing piece is embedded into the double-rigidity elastic body;
the dual-rigidity elastic body comprises a first steel plate, a first elastic layer, a second steel plate, a second elastic layer and a third steel plate which are arranged from top to bottom.
Further, the outer diameters of the first steel plate and the first elastic layer are equal, the inner diameters of the first steel plate and the first elastic layer form a first chamber, the pressing piece is located in the first chamber, and a gap exists between the end face of the pressing piece and the second steel plate.
Further, the outer diameters of the second steel plate, the second elastic layer and the third steel plate are equal, the inner diameters of the second steel plate, the second elastic layer and the third steel plate form a second cavity, and the diameter of the second cavity is smaller than that of the first cavity.
Further, the first steel plate, the first elastic layer, the second steel plate, the second elastic layer and the third steel plate are connected through bonding, and a protective layer is wrapped on the outer side.
Further, the first elastic layer has a vertical stiffness less than a vertical stiffness of the second elastic layer.
Further, the first steel plate is fixedly arranged on the upper connecting plate, and the third steel plate is fixedly arranged on the lower connecting plate.
Further, the cross section of the dual-rigidity elastic body is round, square or rectangular.
Compared with the prior art, the utility model has the beneficial effects that:
the utility model is provided with the first elastic layer and the second elastic layer to form the double-rigidity elastic support, the vertical rigidity of the first elastic layer is smaller than that of the second elastic layer, and the functional buffering and resetting functions can be realized under the action of small earthquakes or certain load; meanwhile, the second rigidity of the second elastic layer is high, the support can realize a limiting function under the action of large earthquake or large load, the safety of the structure is protected, the vertical shock insulation effect is improved, the phenomenon of overlarge displacement is prevented, and the shock insulation safety performance is improved.
Drawings
FIG. 1 is a schematic diagram of the structure of the present utility model.
Fig. 2 is a schematic longitudinal section.
In the figure, 1-dual stiffness elastomer, 101-first steel plate, 102-first elastic layer, 103-second steel plate, 104-second elastic layer, 105-third steel plate, 106-protective layer, 1 a-first chamber, 1 b-second chamber, 2-upper connecting plate, 3-pressing piece, 4-lower connecting plate.
Detailed Description
The present utility model will be described in further detail with reference to the drawings and examples, in order to make the objects, technical solutions and advantages of the present utility model more apparent. It should be understood that the specific embodiments described herein are for purposes of illustration only and are not intended to limit the scope of the utility model.
Example 1:
referring to fig. 1-2, the utility model provides a dual-rigidity elastic support, which comprises an upper connecting plate 2, a lower connecting plate 4, a dual-rigidity elastic body 1 and a pressing piece 3, wherein the cross section of the dual-rigidity elastic body (1) is round, square or rectangular, the dual-rigidity elastic body 1 is arranged between the upper connecting plate 2 and the lower connecting plate 4, the pressing piece 3 is arranged on the lower surface of the upper connecting plate 2, the pressing piece 3 is embedded into the dual-rigidity elastic body 1, and the dual-rigidity elastic support acts on the upper static load;
the dual stiffness elastomer 1 includes a first steel plate 101, a first elastic layer 102, a second steel plate 103, a second elastic layer 104, and a third steel plate 105 arranged from top to bottom.
Further, the first steel plate 101 is fixedly installed on the upper connecting plate 2, and the third steel plate 105 is fixedly installed on the lower connecting plate 4. The outer diameters of the first steel plate 101 and the first elastic layer 102 are equal, the inner diameters of the first steel plate 101 and the first elastic layer 102 form a first chamber 1a, the pressing piece 3 is positioned in the first chamber 1a, and the pressing piece 3 is not contacted with the inner wall of the first chamber 1a, so that the dual-rigidity elastic body 1 is in a loose state, and a certain gap is formed between the end face of the pressing piece 3 and the second steel plate 103. The outer diameters of the second steel plate 103, the second elastic layer 104 and the third steel plate 105 are equal, the inner diameters of the second steel plate 103, the second elastic layer 104 and the third steel plate 105 form a second chamber 1b, the diameter of the second chamber 1b is smaller than that of the first chamber 1a, further, the first chamber (1 a) and the second chamber (1 b) form a functional chamber, and a plurality of functional chambers can be arranged in parallel in the dual-rigidity elastic support. The first steel plate 101, the first elastic layer 102, the second steel plate 103, the second elastic layer 104 and the third steel plate 105 are connected through bonding, and a protective layer 106 is wrapped outside. The first elastic layer 102 has a vertical stiffness that is less than the vertical stiffness of the second elastic layer 104.
The working principle of the utility model is as follows: since the first elastic layer 102 has a smaller vertical stiffness than the second elastic layer 104, the dual-stiffness elastomer 1 is loaded by the upper structure, the first elastic layer 102 is deformed first to bear the load, and the second elastic layer 104 is deformed slightly, which can be considered as providing the first stiffness by the first elastic layer 102; when the load of the upper structure increases, the first elastic layer 102 continues to be compressed, and when the compression displacement is greater than the gap between the bottom surface of the pressing member 3 and the second steel plate 103, the pressing member 3 contacts the second steel plate 103. The casting die 3 directly transmits the upper load to the second steel plate 103, the second steel plate 103 transmits the upper load to the second elastic layer 104, the second elastic layer 104 deforms to provide second rigidity, and the vertical shock insulation effect is obviously improved through the two-rigidity two-stage vertical buffering effect, so that larger displacement is prevented.
Although the utility model has been described herein with reference to a number of illustrative embodiments thereof, it should be understood that numerous other modifications and embodiments can be devised by those skilled in the art that will fall within the scope and spirit of the principles of this disclosure. More specifically, various variations and modifications may be made to the component parts or arrangements of the subject combination arrangement within the scope of the present disclosure, the drawings and the claims. In addition to variations and modifications in the component parts or arrangements, other uses will be apparent to those skilled in the art.

Claims (7)

1. A dual-stiffness elastic support, characterized in that: the dual-rigidity elastic body (1) is arranged between the upper connecting plate (2) and the lower connecting plate (4), the pressing piece (3) is arranged on the lower surface of the upper connecting plate (2), and the pressing piece (3) is embedded into the dual-rigidity elastic body (1);
the dual-rigidity elastic body (1) comprises a first steel plate (101), a first elastic layer (102), a second steel plate (103), a second elastic layer (104) and a third steel plate (105) which are arranged from top to bottom.
2. A dual-stiffness elastomeric mount according to claim 1 wherein: the outer diameters of the first steel plate (101) and the first elastic layer (102) are equal, the first chamber (1 a) is formed by the inner diameters of the first steel plate (101) and the first elastic layer (102), the pressing piece (3) is located in the first chamber (1 a), and a gap exists between the end face of the pressing piece (3) and the second steel plate (103).
3. A dual-stiffness elastomeric mount according to claim 1 wherein: the outer diameters of the second steel plate (103), the second elastic layer (104) and the third steel plate (105) are equal, the inner diameters of the second steel plate (103), the second elastic layer (104) and the third steel plate (105) form a second chamber (1 b), and the diameter of the second chamber (1 b) is smaller than that of the first chamber (1 a).
4. A dual-stiffness elastomeric mount according to claim 1 wherein: the first steel plate (101), the first elastic layer (102), the second steel plate (103), the second elastic layer (104) and the third steel plate (105) are connected through bonding, and a protective layer (106) is wrapped outside.
5. A dual-stiffness elastomeric mount according to claim 1 wherein: the first elastic layer (102) has a vertical stiffness that is less than a vertical stiffness of the second elastic layer (104).
6. A dual-stiffness elastomeric mount according to claim 1 wherein: the first steel plate (101) is fixedly arranged on the upper connecting plate (2), and the third steel plate (105) is fixedly arranged on the lower connecting plate (4).
7. A dual-stiffness elastomeric mount according to claim 1 wherein: the cross section of the dual-rigidity elastomer (1) is round, square or rectangular.
CN202321308813.8U 2023-05-26 2023-05-26 Double-rigidity elastic support Active CN219604551U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202321308813.8U CN219604551U (en) 2023-05-26 2023-05-26 Double-rigidity elastic support

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202321308813.8U CN219604551U (en) 2023-05-26 2023-05-26 Double-rigidity elastic support

Publications (1)

Publication Number Publication Date
CN219604551U true CN219604551U (en) 2023-08-29

Family

ID=87740675

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202321308813.8U Active CN219604551U (en) 2023-05-26 2023-05-26 Double-rigidity elastic support

Country Status (1)

Country Link
CN (1) CN219604551U (en)

Similar Documents

Publication Publication Date Title
CN112240062B (en) Three-dimensional shock insulation structure system
CN110984392B (en) Nested multifunctional shock insulation rubber support
CN113958014A (en) Self-adaptive variable-rigidity three-dimensional shock isolation/vibration device
CN110656704A (en) Sliding plate support
CN219604551U (en) Double-rigidity elastic support
CN109235245B (en) Self-resetting lead core rubber shock insulation support
CN103046662A (en) Soft contact limit mechanism for isolation layers
CN211080581U (en) Sliding plate support
CN106930590B (en) Novel space grid structure ball joint device with damping function
CN204940107U (en) A kind of steel structure earthquake-resistant bearing
CN111519783A (en) Assembled composite friction lead viscoelastic damper
CN215829692U (en) Lead core rubber shock insulation support capable of resetting
CN111218999A (en) Metal and spring rubber composite damper
CN215858248U (en) Self-resetting rolling shock insulation support
CN114790785A (en) Large-bearing-capacity high-energy-consumption three-dimensional shock insulation support suitable for building structure
CN114961014A (en) Horizontal follow-up tension-compression conversion shock insulation tensile mechanism
CN115387494A (en) Three-dimensional shock insulation rubber support capable of being used for shock and vibration double control
CN211058018U (en) Anti-vibration and anti-freezing building base
CN209907645U (en) Support arrangement for building damping damper
CN211143322U (en) High-rise building anti-seismic support
CN209909074U (en) Metal rubber composite shock absorber
CN107542842B (en) Anti-vibration damper for electromechanical equipment
CN217205675U (en) Shock insulation support
CN218758061U (en) Three-dimensional friction pendulum isolation bearing of tandem type
CN218814541U (en) Sectional type steel plate viscous damping wall

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant