CN206431954U - Shock-insulation building demo platform - Google Patents
Shock-insulation building demo platform Download PDFInfo
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- CN206431954U CN206431954U CN201720067261.4U CN201720067261U CN206431954U CN 206431954 U CN206431954 U CN 206431954U CN 201720067261 U CN201720067261 U CN 201720067261U CN 206431954 U CN206431954 U CN 206431954U
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- insulation building
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Abstract
The utility model discloses a kind of shock-insulation building demo platform, including small vibrating platform base, shock-insulation building scaled model, traditional architecture scaled model and connection flat board, connection flat board is arranged on the top of small vibrating platform base, connected between connection flat board and small vibrating platform base by sliding system, traditional architecture scaled model is fixedly mounted on the upper left-hand of connection flat board, shock-insulation building scaled model is fixedly mounted on the upper right of connection flat board by shock isolation system, the size and material all same of shock-insulation building scaled model and traditional architecture scaled model, the top of traditional architecture scaled model is provided with the first water tank, the top of shock-insulation building scaled model is provided with the second water tank, the structure of first water tank and the second water tank is identical and volume is equal.The utility model is simple in construction, reasonable in design, price economy, can be good at the earthquake response difference of simulation contrast traditional architecture and shock-insulation building, and light weight, is easy to carry, and can be demonstrated anywhere or anytime.
Description
Technical field
The utility model is related to a kind of demo platform, more particularly, to a kind of shock-insulation building demo platform.
Background technology
Shock-insulation building and traditional earthquake-resistant structure can produce different effects when earthquake occurs.Shock-insulation building is because there is shock insulation
System and superstructure is slowly translated, and the superstructure of traditional earthquake-resistant structure vacillate now to the left, now to the right it is very severe.How people are allowed
The advantage for understanding isolation structure is always the purpose that we publicize, and is unfavorable for the observation of people during true earthquake, is led to after can only shaking
Disaster investigation is crossed objectively to react.Large-scale Shaking Table Test can more really simulate earthquake to understand the excellent of isolation structure
Gesture, but can only be carried out in the laboratory for have large vibration table, and there is nonrepeatability, and high cost.
Utility model content
The purpose of this utility model is to overcome a kind of above-mentioned not enough demonstrate there is provided shock-insulation building of the prior art to put down
Platform, its simple in construction, reasonable in design, price economy, the earthquake that can be good at simulation contrast traditional architecture and shock-insulation building is anti-
Answer difference, and light weight, be easy to carry, can be demonstrated anywhere or anytime.
To achieve the above object, the technical solution adopted in the utility model is：Shock-insulation building demo platform, its feature exists
In：Including small vibrating platform base, shock-insulation building scaled model, traditional architecture scaled model and connection flat board, the connection is put down
Plate is arranged on the top of small vibrating platform base, is connected between the connection flat board and small vibrating platform base by sliding system
Connecing and connecting flat board can horizontally slip under the effect of vibration of small vibrating platform base along small vibrating platform base, described to pass
The upper left-hand that scaled model is fixedly mounted on connection flat board is built in construction in a systematic way, and the shock-insulation building scaled model is solid by shock isolation system
Dingan County is mounted in the upper right of connection flat board, the size and material of the shock-insulation building scaled model and traditional architecture scaled model
All same, the top of the traditional architecture scaled model is provided with the first water tank, the top peace of the shock-insulation building scaled model
Equipped with the second water tank, the structure of first water tank and the second water tank is identical and volume is equal, first water tank and the second water
The water of 3/8~5/8 volume is loaded with case.
Above-mentioned shock-insulation building demo platform, it is characterised in that：The sliding system includes slide rail and sliding block, the sliding block
It is engaged with slide rail, the sliding block is fixedly mounted on the bottom of connection flat board, the slide rail is fixedly mounted on small vibrating platform bottom
The top of seat.
Above-mentioned shock-insulation building demo platform, it is characterised in that：The shock isolation system is Seismic Isolation of Isolation Layer or shock isolating pedestal.
Above-mentioned shock-insulation building demo platform, it is characterised in that：1/2 is loaded with first water tank and the second water tank
The water of volume.
The utility model has advantages below compared with prior art：
1st, the utility model is simple in construction, reasonable in design and using easy to operate.
2nd, the utility model connects flat board at the top of small vibrating platform base by sliding system connection, and flat in connection
The top both sides of plate are respectively mounted traditional architecture scaled model and shock-insulation building scaled model, the top of traditional architecture scaled model
First water tank is installed, the top of shock-insulation building scaled model is provided with the second water tank, so can be good at simulation contrast and pass
The earthquake response difference with shock-insulation building is built in construction in a systematic way.
3rd, the utility model light weight, be easy to carry, demonstration can be repeated anywhere or anytime, while cheap,
Good economy performance, it is practical.
Below by drawings and examples, the utility model is described in further detail.
Brief description of the drawings
Fig. 1 is structural representation of the present utility model.
Description of reference numerals:
1-small vibrating platform base；2-shock-insulation building scaled model；3-traditional architecture scaled model；
4-1-slide rail；4-2-sliding block；5-connection flat board；
6-shock isolation system；7-the second water tank；8-the first water tank.
Embodiment
As shown in figure 1, the utility model includes small vibrating platform base 1, shock-insulation building scaled model 2, traditional architecture contracting
Chi model 3 and connection flat board 5, the connection flat board 5 are arranged on the top of small vibrating platform base 1, the connection flat board 5 with it is small
It is connected between type shake table base 1 by sliding system and connects the energy under the effect of vibration of small vibrating platform base 1 of flat board 5
Enough to be horizontally slipped along small vibrating platform base 1, the traditional architecture scaled model 3 is fixedly mounted on the top of connection flat board 5
Left side, the shock-insulation building scaled model 2 is fixedly mounted on the upper right of connection flat board 5, the shock insulation by shock isolation system 6
Build the size and material all same of scaled model 2 and traditional architecture scaled model 3, the traditional architecture scaled model 3 it is upper
Portion is provided with the first water tank 8, and the top of the shock-insulation building scaled model 2 is provided with the second water tank 7, the He of the first water tank 8
The structure of second water tank 7 is identical and volume is equal, and 3/8~5/8 volume is loaded with the water tank 7 of the first water tank 8 and second
Water.
The utility model shock-insulation building demo platform, is connected with the top of small vibrating platform base 1 by sliding system
Flat board 5 is connected, and traditional architecture scaled model 3 is fixedly mounted in the upper left-hand of connection flat board 5, on the top of connection flat board 5
Shock-insulation building scaled model 2, and shock-insulation building scaled model 2 and traditional architecture reduced scale is fixedly mounted by shock isolation system 6 in right side
The size and material all same of model 3, the top of traditional architecture scaled model 3 are provided with the first water tank 8, shock-insulation building reduced scale mould
The top of type 2 is provided with the second water tank 7, and first water tank 8 is identical with the structure of the second water tank 7 and volume is equal, such energy
The earthquake response difference of enough the contrast traditional architecture of simulation well and shock-insulation building, and light weight, be easy to carry, can be at any time
Everywhere repeat demonstration, it is reasonable in design while simple in construction, it is cheap.
As shown in figure 1, the sliding system includes slide rail 4-1 and sliding block 4-2, the sliding block 4-2 and slide rail 4-1 match
Close, the sliding block 4-2 is fixedly mounted on the bottom of connection flat board 5, the slide rail 4-1 is fixedly mounted on small vibrating platform base 1
Top.
In the present embodiment, the shock isolation system 6 is Seismic Isolation of Isolation Layer or shock isolating pedestal.
In the present embodiment, the water of 1/2 volume is loaded with the water tank 7 of the first water tank 8 and second.
Operation principle of the present utility model is：After small vibrating platform base 1 is powered, connection flat board is driven by sliding system
5 it is regular move left and right, then the water in first water tank 8 at the top of traditional architecture scaled model 3 is acutely rocked, shock-insulation building contracting
Water in second water tank 7 at the top of chi model 2 is very steady.
It is described above, only it is preferred embodiment of the present utility model, not the utility model is imposed any restrictions, every
Any simple modification, change and the equivalent structure transformation made according to the utility model technical spirit to above example, still
Belong in the protection domain of technical solutions of the utility model.
Claims (4)
1. shock-insulation building demo platform, it is characterised in that：Including small vibrating platform base (1), shock-insulation building scaled model (2),
Traditional architecture scaled model (3) and connection flat board (5), the connection flat board (5) are arranged on the upper of small vibrating platform base (1)
Side, is connected by sliding system between the connection flat board (5) and small vibrating platform base (1) and is connected flat board (5) small
It can be horizontally slipped under the effect of vibration of type shake table base (1) along small vibrating platform base (1), the traditional architecture reduced scale
Model (3) is fixedly mounted on the upper left-hand of connection flat board (5), and the shock-insulation building scaled model (2) passes through shock isolation system (6)
It is fixedly mounted on the upper right of connection flat board (5), the shock-insulation building scaled model (2) and traditional architecture scaled model (3)
Size and material all same, the top of the traditional architecture scaled model (3) is provided with the first water tank (8), and the shock insulation is built
The top for building scaled model (2) is provided with the second water tank (7), first water tank (8) it is identical with the structure of the second water tank (7) and
Volume is equal, and the water of 3/8~5/8 volume is loaded with first water tank (8) and the second water tank (7).
2. according to the shock-insulation building demo platform described in claim 1, it is characterised in that：The sliding system includes slide rail (4-
1) with sliding block (4-2), the sliding block (4-2) is engaged with slide rail (4-1), and the sliding block (4-2) is fixedly mounted on connection flat board
(5) bottom, the slide rail (4-1) is fixedly mounted on the top of small vibrating platform base (1).
3. according to the shock-insulation building demo platform described in claim 1 or 2, it is characterised in that：The shock isolation system (6) is shock insulation
Layer or shock isolating pedestal.
4. according to the shock-insulation building demo platform described in claim 1 or 2, it is characterised in that：First water tank (8) and second
The water of 1/2 volume is loaded with water tank (7).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720067261.4U CN206431954U (en) | 2017-01-18 | 2017-01-18 | Shock-insulation building demo platform |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720067261.4U CN206431954U (en) | 2017-01-18 | 2017-01-18 | Shock-insulation building demo platform |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206431954U true CN206431954U (en) | 2017-08-22 |
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ID=59582503
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720067261.4U Active CN206431954U (en) | 2017-01-18 | 2017-01-18 | Shock-insulation building demo platform |
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| CN (1) | CN206431954U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108257481A (en) * | 2017-12-26 | 2018-07-06 | 安徽新视野科教文化股份有限公司 | A kind of Base Isolation Technology simulation demonstrating apparatus |
| CN108257480A (en) * | 2017-12-26 | 2018-07-06 | 安徽新视野科教文化股份有限公司 | One kind subtracts seismic isolation technology simulation demonstrating apparatus |
| CN110364050A (en) * | 2019-07-23 | 2019-10-22 | 深圳防灾减灾技术研究院 | Shock insulation experiences platform |
| CN111599263A (en) * | 2020-06-05 | 2020-08-28 | 宋宝峰 | Building structure model subtracts isolation presentation device |
-
2017
- 2017-01-18 CN CN201720067261.4U patent/CN206431954U/en active Active
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108257481A (en) * | 2017-12-26 | 2018-07-06 | 安徽新视野科教文化股份有限公司 | A kind of Base Isolation Technology simulation demonstrating apparatus |
| CN108257480A (en) * | 2017-12-26 | 2018-07-06 | 安徽新视野科教文化股份有限公司 | One kind subtracts seismic isolation technology simulation demonstrating apparatus |
| CN110364050A (en) * | 2019-07-23 | 2019-10-22 | 深圳防灾减灾技术研究院 | Shock insulation experiences platform |
| CN111599263A (en) * | 2020-06-05 | 2020-08-28 | 宋宝峰 | Building structure model subtracts isolation presentation device |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20200513 Address after: Room 13004, unit 1, building 1, Jiaxiang family, No. 68, south 2nd ring west section, Yanta District, Xi'an City, Shaanxi Province Patentee after: Shaanxi Huantai Environmental Protection Engineering Co., Ltd Address before: 710075 B1601 room, pioneer Plaza, 48 hi tech Zone, hi tech Zone, Shaanxi, Xi'an Patentee before: XI'AN DASHENG SEISMIC ISOLATION TECHNOLOGY Co.,Ltd. |