CN1730855A - Novel embedded part for vibration isolation bearing and mounting method thereof - Google Patents
Novel embedded part for vibration isolation bearing and mounting method thereof Download PDFInfo
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- CN1730855A CN1730855A CN 200510035485 CN200510035485A CN1730855A CN 1730855 A CN1730855 A CN 1730855A CN 200510035485 CN200510035485 CN 200510035485 CN 200510035485 A CN200510035485 A CN 200510035485A CN 1730855 A CN1730855 A CN 1730855A
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- Vibration Prevention Devices (AREA)
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Abstract
The present invention discloses one kind of connecting structure of vibration separating seat in building and bridge to the upper structure and the lower structure, and is especially one new kind of pre-buried assembly including pre-buried steel bars, steel plate and nuts. Each of the pre-buried steel bar has one end welded to one end of the steel plate vertically, and each of nuts has screw hole perpendicular to the steel plate. The present invention also discloses the installation process of the pre-buried assembly. Compared with traditional pre-buried assembly, the present invention has no upper pre-buried plate and lower pre-buried plate, and this results in great saving in steel and convenient installation.
Description
Technical field
The present invention relates to build and the connector of bridge with shock isolating pedestal, the novel embedded part for vibration isolation bearing that particularly a kind of shock isolating pedestal is connected with building top, substructure.The invention still further relates to the mounting method of above-mentioned built-in fitting.
Background technology
People by the reason of studying earthquake, the reason of investigating house collapse in macroscopical earthquake phenomenon, the summary earthquake, have produced the theory of seismic design in the struggle of long-term and earthquake natural calamity.The system of seismic design can reduce---flexible structure---ductility structure from rigid structures.But progress along with engineering construction, traditional antidetonation system can not meet the demands, as some special important structures, nuclear power station, memorial architecture, do not allow structure " split and do not fall ", also have some that building such as computer system, telecommunication system and the lifeline engineering of expensive device are housed, in earthquake, do not allow to occur destroying, the utilization of Aseismic Structure System is restricted day by day, and the architectural vibration-insulation system is arisen at the historic moment then.
Isolation structure is compared with traditional Aseismic Structure System, and following advantage is arranged: but significant effective ground alleviates the earthquake response of structure; When the strenuous exercise of ground, the shock insulation superstructure still is in elastic stage, to guarantee structure particularly the seismic safety of some important building have great importance; Can reduce cost of a building; Generally need not repair after the shake etc.The neoprene bearing seismic isolation technology is as a kind of technology the most ripe in the isolation structure, obtained a large amount of application in some actual engineerings of the U.S., Japan, in the application of China also more and more widely.
When using in actual engineering, rubber earthquake isolation support needs to be connected with substructure with superstructure.Common method of attachment is, an embedded board respectively is set in superstructure and substructure, and the plate bottom is provided with pre-buried muscle, so that embedded board reliably links to each other with top and substructure, shock isolating pedestal connects by embedded board with bolt.The setting of embedded board can make things convenient for neoprene bearing accurately to locate.Because being cut weak part under horizontal earthquake action mainly is bolt and pre-buried muscle, the suffered power of embedded board is much smaller than resistivity, its effect is to realize just connection and the internal force transmission between top, the substructure concrete of neoprene bearing, and the upper and lower junction plate of shock isolating pedestal is being born similarly effect, so for some large-sized rubber earthquake isolation supports, if still place embedded board, can cause certain waste to a certain extent.
Summary of the invention
Be the waste to a certain degree of avoiding prior art to cause on material, first purpose of the present invention is to provide a kind of can effectively realize neoprene bearing close-coupled and internal force transmission, and easy for installation, the novel embedded part for vibration isolation bearing of materials economy.
Second purpose of the present invention is to provide the mounting method of above-mentioned built-in fitting.
First purpose of the present invention is achieved by the following technical programs:
A kind of novel embedded part for vibration isolation bearing comprises pre-buried muscle, steel plate and supporting nut, it is characterized in that: described pre-buried muscle one end vertically is welded on the wherein end face of steel plate, and nut is welded on the other end of steel plate, and the screw of nut is vertical with steel plate.When shock isolating pedestal is connected with the building substructure, calculate the number of required built-in fitting earlier, and it is arranged in the substructure, after pouring the substructure concrete, link together by the bolt on supporting nut and the shock isolating pedestal again; When shock isolating pedestal is connected with the building superstructure, calculate the number of required built-in fitting earlier, and it is arranged in the superstructure, after pouring the superstructure concrete, link together by the bolt on supporting nut and the shock isolating pedestal again.Generally shock isolating pedestal is big more, and the quantity of the built-in fitting of use is just many more, and shock isolating pedestal is big more, and the length of pre-buried muscle and diameter are just big more.
Stressed more even for making, connect more reliable, described pre-buried muscle one end be vertically welded in steel plate wherein the one side on.
Described pre-buried muscle and nut are positioned on the same axis.
Connect reliably, pour into a mould firmly for making, the both ends of the surface of described nut are level and smooth, and lateral surface is coarse.
Second purpose of the present invention is achieved by the following technical programs:
A kind of above-mentioned novel embedded part for vibration isolation bearing mounting method, it may further comprise the steps:
(1) according to the size of shock isolating pedestal, the number that calculates required built-in fitting by general mechanics formula and method;
(2) according to the size of shock isolating pedestal and the number of built-in fitting, the length and the diameter that calculate pre-buried muscle by general mechanics formula and method;
(3) selected built-in fitting is evenly distributed on the shock isolating pedestal installation site over against the superstructure and/or substructure of building in, and general interim positioner location when adopting construction, the end face of all built-in fitting nuts should be at grade;
(4) the interim supporting nut of cap seal built-in fitting upper surface;
(5) fluid concrete on built-in fitting, mud jacking is floating then, makes the upper surface of nut in the built-in fitting and concrete pouring face at grade.
Built-in fitting of the present invention uses in isolation structure and shock insulation bridge, can save the last embedded board in the tradition connection, following embedded board, can save a large amount of steel, and easy for installation, has very big economic worth and engineering adaptability.
Description of drawings
Fig. 1 is the structural representation of built-in fitting of the present invention;
Fig. 2 is the vertical view of Fig. 1;
Fig. 3 is the scheme of installation of Fig. 1;
Fig. 4 is the A-A sectional view of Fig. 3.
The specific embodiment
The present invention is further illustrated below in conjunction with the drawings and specific embodiments.
Embodiment 1
Shown in Fig. 1～4, novel embedded part for vibration isolation bearing of the present invention, comprise pre-buried muscle 1, steel plate 2 and supporting nut 3, pre-buried muscle 1 one ends wherein are vertically welded on the wherein end face of steel plate 2, described nut 3 both ends of the surface are level and smooth, and lateral surface is coarse, and nut 3 is welded on the other end of steel plate 2, its screw is vertical with steel plate 2, and pre-buried muscle 1 is positioned on the same axis with nut 3.
When shock isolating pedestal 4 is connected with works substructure 5, calculate the number of required built-in fitting earlier, and it is arranged in the substructure 5, after pouring the substructure concrete, link together by the bolt 6 on supporting nut 3 and the shock isolating pedestal again; When shock isolating pedestal 4 is connected with building superstructure 7, calculate the number of required built-in fitting earlier, and it is arranged in the superstructure 7, after pouring the superstructure concrete, link together by the bolt 6 on supporting nut 3 and the shock isolating pedestal 4 again.
A kind of embodiment 1 described novel embedded part for vibration isolation bearing mounting method, it may further comprise the steps:
(1) according to the size of shock isolating pedestal, the number that calculates required built-in fitting by general mechanics formula and method;
(2) according to the size of shock isolating pedestal and the number of built-in fitting, the length and the diameter that calculate pre-buried muscle by general mechanics formula and method;
(3) selected built-in fitting is evenly distributed on the shock isolating pedestal installation site over against the superstructure and/or substructure of building in, and general interim positioner location when adopting construction, the end face of all built-in fitting nuts should be at grade;
(4) the interim supporting nut of cap seal built-in fitting upper surface;
(5) fluid concrete on built-in fitting, mud jacking is floating then, makes the upper surface of nut in the built-in fitting and concrete pouring face at grade.
The present invention is not limited to above embodiment, so long as the scheme of mentioning in this manual summary of the invention all can be implemented.
Claims (6)
1. a novel embedded part for vibration isolation bearing comprises pre-buried muscle, steel plate and supporting nut, it is characterized in that: described pre-buried muscle one end vertically is welded on the wherein end face of steel plate, and nut is welded on the other end of steel plate, and the screw of nut is vertical with steel plate.
2. novel embedded part for vibration isolation bearing according to claim 1 is characterized in that: described pre-buried muscle one end is vertically welded on the wherein one side of steel plate.
3. novel embedded part for vibration isolation bearing according to claim 1 and 2 is characterized in that: described pre-buried muscle and nut are positioned on the same axis.
4. novel embedded part for vibration isolation bearing according to claim 1 is characterized in that: the both ends of the surface of described nut are level and smooth, and lateral surface is coarse.
5. novel embedded part for vibration isolation bearing according to claim 3 is characterized in that: the both ends of the surface of described nut are level and smooth, and lateral surface is coarse.
6. the mounting method of the described novel embedded part for vibration isolation bearing of above-mentioned arbitrary claim, it may further comprise the steps:
(1) calculates the number of required built-in fitting according to the size of shock isolating pedestal;
(2) calculate the length and the diameter of pre-buried muscle according to the number of the size of shock isolating pedestal and built-in fitting;
(3) selected built-in fitting is evenly distributed on the shock isolating pedestal installation site over against the superstructure and/or substructure of building in, and adopt interim positioner location, the end face of all built-in fitting nuts should be at grade;
(4) the interim supporting nut of cap seal built-in fitting upper surface;
(5) fluid concrete on built-in fitting, mud jacking is floating then, makes the upper surface of nut in the built-in fitting and concrete pouring face at grade.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNB2005100354859A CN100353008C (en) | 2005-06-28 | 2005-06-28 | Novel embedded part for vibration isolation bearing and mounting method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNB2005100354859A CN100353008C (en) | 2005-06-28 | 2005-06-28 | Novel embedded part for vibration isolation bearing and mounting method thereof |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN1730855A true CN1730855A (en) | 2006-02-08 |
| CN100353008C CN100353008C (en) | 2007-12-05 |
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| Application Number | Title | Priority Date | Filing Date |
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| CNB2005100354859A Expired - Fee Related CN100353008C (en) | 2005-06-28 | 2005-06-28 | Novel embedded part for vibration isolation bearing and mounting method thereof |
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| CN (1) | CN100353008C (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101314966B (en) * | 2007-05-28 | 2011-01-12 | 苏源峰 | Three-hole type energy absorber |
| CN103147591A (en) * | 2013-03-18 | 2013-06-12 | 新蒲建设集团有限公司 | Construction method for adding earthquake-proof layer to brick concrete building |
| CN104120802A (en) * | 2014-07-14 | 2014-10-29 | 昆明理工大学 | Simple method for mounting and locating seismic isolation support |
| CN105387124A (en) * | 2015-11-20 | 2016-03-09 | 河南平芝高压开关有限公司 | Anti-knock type sleeve device and application thereof |
| CN109027677A (en) * | 2018-06-12 | 2018-12-18 | 株洲时代新材料科技股份有限公司 | A kind of LNG storage tank shock isolating pedestal and installation method |
| CN109594833A (en) * | 2018-11-28 | 2019-04-09 | 浙江理工大学 | Prefabricated concrete structure Interlayer seismic isolation method |
Family Cites Families (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP3803434B2 (en) * | 1996-09-10 | 2006-08-02 | 株式会社フジタ | Installation method of seismic isolation devices in construction of building structures |
| JP3761188B2 (en) * | 1997-03-03 | 2006-03-29 | 岡部株式会社 | Seismic isolation device installation method and installation device |
| JP3090108B2 (en) * | 1997-11-12 | 2000-09-18 | 鹿島建設株式会社 | Mounting structure of laminated rubber |
| JP2001349378A (en) * | 2000-06-09 | 2001-12-21 | Dynamic Design:Kk | Vibration damping device |
| CN2813748Y (en) * | 2005-06-28 | 2006-09-06 | 广州大学 | Vibration isolation support built-in fittings |
-
2005
- 2005-06-28 CN CNB2005100354859A patent/CN100353008C/en not_active Expired - Fee Related
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101314966B (en) * | 2007-05-28 | 2011-01-12 | 苏源峰 | Three-hole type energy absorber |
| CN103147591A (en) * | 2013-03-18 | 2013-06-12 | 新蒲建设集团有限公司 | Construction method for adding earthquake-proof layer to brick concrete building |
| CN103147591B (en) * | 2013-03-18 | 2015-03-25 | 新蒲建设集团有限公司 | Construction method for adding earthquake-proof layer to brick concrete building |
| CN104120802A (en) * | 2014-07-14 | 2014-10-29 | 昆明理工大学 | Simple method for mounting and locating seismic isolation support |
| CN105387124A (en) * | 2015-11-20 | 2016-03-09 | 河南平芝高压开关有限公司 | Anti-knock type sleeve device and application thereof |
| CN105387124B (en) * | 2015-11-20 | 2018-11-30 | 河南平芝高压开关有限公司 | Anti-seismic casing bit and application thereof |
| CN109027677A (en) * | 2018-06-12 | 2018-12-18 | 株洲时代新材料科技股份有限公司 | A kind of LNG storage tank shock isolating pedestal and installation method |
| CN109594833A (en) * | 2018-11-28 | 2019-04-09 | 浙江理工大学 | Prefabricated concrete structure Interlayer seismic isolation method |
| CN109594833B (en) * | 2018-11-28 | 2020-09-08 | 浙江理工大学 | Interlayer shock insulation method for prefabricated concrete structure |
Also Published As
| Publication number | Publication date |
|---|---|
| CN100353008C (en) | 2007-12-05 |
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