CN109537758A - A kind of self-locking mortise and tenon type building module vibration isolator rubber bearing - Google Patents
A kind of self-locking mortise and tenon type building module vibration isolator rubber bearing Download PDFInfo
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- CN109537758A CN109537758A CN201811541136.8A CN201811541136A CN109537758A CN 109537758 A CN109537758 A CN 109537758A CN 201811541136 A CN201811541136 A CN 201811541136A CN 109537758 A CN109537758 A CN 109537758A
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- China
- Prior art keywords
- module column
- vibration isolator
- module
- seismic isolation
- isolation layer
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
- E04H9/021—Bearing, supporting or connecting constructions specially adapted for such buildings
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Business, Economics & Management (AREA)
- Emergency Management (AREA)
- Environmental & Geological Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Springs (AREA)
- Vibration Prevention Devices (AREA)
Abstract
The present invention relates to a kind of self-locking mortise and tenon type building module vibration isolator rubber bearings, to connect for connecting upper module column and lower module column corresponding thereto, it is characterized in that, lower module column in upper module column and corresponding thereto offers tongue-and-groove, fourth of the twelve Earthly Branches part is provided in tongue-and-groove, the support includes upper junction plate, lower connecting plate and Seismic Isolation of Isolation Layer, and Seismic Isolation of Isolation Layer is laminated by sheet metal and rubber spacer, and the tenon part matched with corresponding fourth of the twelve Earthly Branches part is fixedly connected on upper junction plate and lower connecting plate.The present invention has the advantages that connection easy to assembly is reliable.
Description
Technical field
The present invention relates to building module technical field of isolation, especially a kind of self-locking mortise and tenon type building module isolation rubber branch
Seat.
Background technique
Building module technology is to be manufactured in factory with " modular unit body " for the pre-assembled component of basic batch production,
Then whole Transporting is to construction site, to lift the building delivery mode that connecting method sets up integral structure.Due to its own
Low-carbon energy-saving, rapidly and efficiently, it is economic and practical the features such as become a kind of novel building body for being able to satisfy sustainable development requirement
System.
However, China is located at the intersection of two violent earthquake bands, belong to earthquake-prone countries, and majority is in highlight lines
Area requires to meet the anti-seismic performance of modular structure system, connection and its upholstery, accurate instrument between assurance module cell cube
Device etc. is not damaged, it is ensured that the life cycle management of modular construction is using safe, by the way that vibration isolator rubber bearing is applied to module
The anti-seismic performance of building module is improved in building.
Vibration isolator rubber bearing applies in building module, is superimposed good adhesion using multilayer steel plates and multilayer rubber,
With series of advantages such as good horizontal performance, damped coefficient, vertical performance and vertical bearing capacities.
Vibration isolator rubber bearing is connected by self-locking Tenon part between lower prop on building module, earthquake can be effectively reduced
Reaction, eliminating temperature stress influences, and simplifies construction and installation, improves structural bearing capacity and deformability, is stably connected with, safely may be used
It leans on.In addition, vibration isolator rubber bearing has stable reset capability, when earthquake can automatic instantaneous reset；With good durability,
Anti-aging property is strong；With good anti-fatigue performance and fire protecting performance, acid-alkali-corrosive-resisting, isolating affection is obvious, can effectively drop
Low geological process.
Summary of the invention
The purpose of the present invention is to provide a kind of self-locking mortise and tenon type building module vibration isolator rubber bearings, to solve above-mentioned background
The problem of being proposed in technology.Specific technical solution is as follows:
A kind of self-locking mortise and tenon type building module vibration isolator rubber bearing, to connect for connecting upper module column and corresponding thereto
The lower module column answered, which is characterized in that lower module column in upper module column and corresponding thereto offers tongue-and-groove, sets in tongue-and-groove
It is equipped with fourth of the twelve Earthly Branches part, the support includes upper junction plate, lower connecting plate and Seismic Isolation of Isolation Layer, and Seismic Isolation of Isolation Layer is laminated by sheet metal and rubber spacer
It forms, the tenon part matched with corresponding fourth of the twelve Earthly Branches part is fixedly connected on upper junction plate and lower connecting plate, Seismic Isolation of Isolation Layer passes through sulphur
Change bonding forming.
Preferably, upper junction plate bottom and upper module column bottom keep horizontal, and lower connecting plate top and lower module capital keep horizontal.
Wrap up protective layer rubber in the outer surface of Seismic Isolation of Isolation Layer.
The invention has the following advantages:
By connecting vibration isolator rubber bearing between lower prop on building module, building module can reduce under geological process
The adverse effect of generation improves the performances such as bearing capacity, deformability and the stability of modular structure.
Self-locking mortise and tenon type building module vibration isolator rubber bearing simple structure, rationally, connection is reliable, and can reach the fast of installation
Speed, conveniently, it is the connection type of a kind of reasonable module column and shock isolating pedestal that assembly is simple.
Vibration isolator rubber bearing has stable reset capability, good durability, and service performance is strong.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of vibration isolator rubber bearing；
Fig. 2 is the main view that vibration isolator rubber bearing is connect with upper and lower module column；
Fig. 3 is self-locking mortise and tenon type building module vibration isolator rubber bearing main view；
Fig. 4 is connector tenon part schematic diagram；
Fig. 5 is connector fourth of the twelve Earthly Branches part schematic diagram；
Fig. 6 is that tenon part connects completion schematic diagram with fourth of the twelve Earthly Branches part；
Fig. 7 is that lower prop connect completion schematic diagram with vibration isolator rubber bearing in module.
In figure: 1- connecting plate, 2- connection bolt, 3- protective layer rubber, 4- sealing plate, 5- rubber spacer, 6- sheet metal, 7- tenon
Part, the fourth of the twelve Earthly Branches 8- part, 9- module beam, 10- module column.
Specific embodiment
A specific embodiment of the invention is further described with reference to the accompanying drawing.
In Fig. 1, including connecting plate 1, connection bolt 2, protective layer rubber 3, sealing plate 4, rubber spacer 5 and sheet metal 6.
As shown in Figure 1, Figure 3, the present invention is a kind of self-locking mortise and tenon type building module vibration isolator rubber bearing, including several phases
Mutual rubber spacer 5 and sheet metal 6 disposed in parallel, rubber spacer 5 and the layering overlapping of steel sandwich1 6 are formed through high temperature vulcanized.
5 tight bond of sheet metal 6 and rubber layer makes rubber vertical compression with higher to ensure that steel plate constrains the deformation of rubber
Bearing capacity and certain tensile capacity, the ability of biggish horizontal deformation and resistance to cyclic reverse loading fatigue.
It is reliably connected with sealing plate 4 in Seismic Isolation of Isolation Layer by connecting bolt 2 as shown in Figure 1, being vertically connected with plate 1.Seismic Isolation of Isolation Layer periphery
Rubber protective layer 3 is set, makes rubber support that there is higher resistance to old characteristic (heat resistant, ozone and aging resistance) water resistance, it is resistance to
Acid and alkali corrosion, fire resistance.
Vibration isolator rubber bearing is that mortise and tenon type is connect with the connection type of module column 10, greatly reduces total system spiral shell
The usage quantity of bolt keeps Seismic Isolation of Isolation Layer maximum length identical as connecting plate length, and Seismic Isolation of Isolation Layer maximum width and connecting plate are of same size,
The area of section of Seismic Isolation of Isolation Layer is effectively increased, bearing capacity, deformability and the reset capability of Seismic Isolation of Isolation Layer are enhanced.In addition, shock insulation
Rubber support upper junction plate bottom and upper module column bottom keep horizontal, and lower connecting plate top and lower module capital keep horizontal, improve every
Shake the flatness of rubber support and 10 contact surface of module column.
As shown in Fig. 2, Tenon part is used to connect upper module column and lower module column corresponding thereto, upper and lower tenon part 7 (Fig. 4)
It is respectively welded at and is vertically connected on plate 1, upper and lower fourth of the twelve Earthly Branches part 8 (Fig. 5) is respectively welded in upper and lower 10 inner wall of module column, and Tenon phase up and down
Mutual Corresponding matching (Fig. 6).Being vertically connected with plate connect Seismic Isolation of Isolation Layer with reinforcement member reliably.
Claims (4)
1. a kind of self-locking mortise and tenon type building module vibration isolator rubber bearing, to connect for connecting upper module column and corresponding thereto
Lower module column, which is characterized in that lower module column in upper module column and corresponding thereto offers tongue-and-groove, setting in tongue-and-groove
Have a fourth of the twelve Earthly Branches part, the support includes upper junction plate, lower connecting plate and Seismic Isolation of Isolation Layer, Seismic Isolation of Isolation Layer by sheet metal and rubber spacer stacking and
At being fixedly connected to the tenon part matched with corresponding fourth of the twelve Earthly Branches part on upper junction plate and lower connecting plate.
2. support according to claim 1, which is characterized in that upper junction plate bottom and upper module column bottom keep horizontal, lower company
Fishplate bar top and lower module capital keep horizontal.
3. support according to claim 1, which is characterized in that wrap up protective layer rubber in the outer surface of Seismic Isolation of Isolation Layer.
4. support according to claim 1, which is characterized in that Seismic Isolation of Isolation Layer is formed by bonding by Vulcanization.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811541136.8A CN109537758A (en) | 2018-12-17 | 2018-12-17 | A kind of self-locking mortise and tenon type building module vibration isolator rubber bearing |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811541136.8A CN109537758A (en) | 2018-12-17 | 2018-12-17 | A kind of self-locking mortise and tenon type building module vibration isolator rubber bearing |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN109537758A true CN109537758A (en) | 2019-03-29 |
Family
ID=65854857
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201811541136.8A Pending CN109537758A (en) | 2018-12-17 | 2018-12-17 | A kind of self-locking mortise and tenon type building module vibration isolator rubber bearing |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN109537758A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110397176A (en) * | 2019-07-06 | 2019-11-01 | 天津大学 | A kind of steel structure module building intercolumniation rubber vibration isolation system |
| CN110561692A (en) * | 2019-09-11 | 2019-12-13 | 徐州徐工矿业机械有限公司 | Manufacturing die and manufacturing method of rubber vibration damper |
| CN110965834A (en) * | 2019-11-01 | 2020-04-07 | 中国建筑股份有限公司 | Graphene-based shock insulation support and construction method thereof |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2003176570A (en) * | 2001-12-10 | 2003-06-24 | Shimizu Corp | Column-to-beam connection structure utilizing base isolation |
| CN101806097A (en) * | 2010-03-22 | 2010-08-18 | 北京工业大学 | Tensile prestress rubber earthquake isolation support |
| CN105544738A (en) * | 2016-01-20 | 2016-05-04 | 天津大学 | Self-locking mortise and tenon type module building connecting joint |
| CN209538439U (en) * | 2018-12-17 | 2019-10-25 | 天津大学 | A kind of self-locking mortise and tenon type building module vibration isolator rubber bearing |
-
2018
- 2018-12-17 CN CN201811541136.8A patent/CN109537758A/en active Pending
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2003176570A (en) * | 2001-12-10 | 2003-06-24 | Shimizu Corp | Column-to-beam connection structure utilizing base isolation |
| CN101806097A (en) * | 2010-03-22 | 2010-08-18 | 北京工业大学 | Tensile prestress rubber earthquake isolation support |
| CN105544738A (en) * | 2016-01-20 | 2016-05-04 | 天津大学 | Self-locking mortise and tenon type module building connecting joint |
| CN209538439U (en) * | 2018-12-17 | 2019-10-25 | 天津大学 | A kind of self-locking mortise and tenon type building module vibration isolator rubber bearing |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110397176A (en) * | 2019-07-06 | 2019-11-01 | 天津大学 | A kind of steel structure module building intercolumniation rubber vibration isolation system |
| CN110561692A (en) * | 2019-09-11 | 2019-12-13 | 徐州徐工矿业机械有限公司 | Manufacturing die and manufacturing method of rubber vibration damper |
| CN110561692B (en) * | 2019-09-11 | 2021-06-29 | 徐州徐工矿业机械有限公司 | Manufacturing die and manufacturing method of rubber vibration damper |
| CN110965834A (en) * | 2019-11-01 | 2020-04-07 | 中国建筑股份有限公司 | Graphene-based shock insulation support and construction method thereof |
| CN110965834B (en) * | 2019-11-01 | 2023-01-03 | 中国建筑股份有限公司 | Graphene-based shock insulation support and construction method thereof |
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