CN201364681Y - Building aseismicity structure simulation demonstrating instrument - Google Patents
Building aseismicity structure simulation demonstrating instrument Download PDFInfo
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- CN201364681Y CN201364681Y CNU2009201434553U CN200920143455U CN201364681Y CN 201364681 Y CN201364681 Y CN 201364681Y CN U2009201434553 U CNU2009201434553 U CN U2009201434553U CN 200920143455 U CN200920143455 U CN 200920143455U CN 201364681 Y CN201364681 Y CN 201364681Y
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Abstract
The utility model discloses a building aseismicity structure simulation demonstrating instrument that comprises a mounting plate (1), a building structure model, a base (8), a base shaking-driving device and an engine seat (15). Two sides below the base (8) are respectively and parallelly fixed with two sliding blocks (9) that are cut with sliding ways. The engine seat (15) is fixed with a sliding rail (10) thereon, and the sliding rail (10) is arranged in and adapted to the sliding way. The base shaking-driving device comprises a motor (12), a speed reducer (11) and an eccentric wheel (13) fixed on an output shaft of the speed reducer (11). A rectangular slot (16) with width and length larger than those of the eccentric wheel is arranged below the base (8), and the eccentric wheel (13) is arranged in the rectangular slot (16). The instrument can intuitionally and conveniently demonstrate the simulation of the building aseismicity structure and has low cost.
Description
Technical field
The utility model relates to a kind of anti-seismic structure analog demonstrator, especially place's building aseismicity structural simulation demonstration device.
Background technology
Earthquake is a kind of spontaneous phenomenon, often occurs in each corner in the world.Because earthquake is difficult to timely prediction, often causes huge destruction to the mankind.For popularizing the needs of earthquake knowledge, people work out various earthquake simulation demonstration devices.Now the earthquake simulation demonstration device mainly contains mechanical type, electromagnetic type and servo-fluid pressure type, and mainly there is complex structure in above-mentioned various earthquake simulation demonstration devices, the cost height, and the demonstration effect is problem intuitively inadequately.
The utility model content
The purpose of this utility model just provides a kind of simple, convenient, the destruction that can the ocular demonstration earthquake various buildings be produced.
The technical solution adopted in the utility model is: building aseismicity structural simulation demonstration device, it comprises installing plate, be fixed on building structure model on the installing plate, be connected with installing plate base, base shake drive unit and support, both sides, described base below are parallel respectively to be fixed with two slide blocks, offer chute on the slide block, be fixed with slide rail on the support, slide rail is positioned at chute and adaptive with chute, makes base realize sliding before and after slide rail by slide rail and cooperating of chute; Described base shakes drive unit and comprises motor, the speed reduction unit that connects with drive of motor and be fixed on eccentric wheel on the reducer output shaft, and the base below is provided with width and length greater than eccentric rectangular channel, and eccentric wheel is positioned at rectangular channel.
Adopt technique scheme, during demonstration, starter motor, the driving eccentric wheel rotates, eccentric wheel will promote base and slide before and after the slide block, be positioned at building structure model on the installing plate and will produce and rock, thereby reach the purpose of demonstration earthquake to the demonstration of building aseismicity structural simulation.
Described building structure model is the earthquake nonresistive construction model, and described earthquake nonresistive construction model is fixed on the base and constitutes for several straight excellent levels and vertical direction are connected to form BUILDINGS MODELS that the several layers stack constitutes.
Described building structure model is suspention quality pendulum anti-seismic structure model, and it constitutes for be hung with the gravity ball in the earthquake nonresistive construction model.
Described building structure model is an intensity anti-seismic structure model, is connected with straight bar construction on the individual layer diagonal line that described intensity anti-seismic structure model is the earthquake nonresistive construction model.
Described building structure model is a rubber blanket shock insulation anti-seismic structure model, and rubber blanket shock insulation anti-seismic structure model is that the square frame of earthquake nonresistive construction model is by rubber blanket and base] realize connecting and composing.
Described building structure model is a TLD energy-dissipating and shock-absorbing anti-seismic structure model, and TLD energy-dissipating and shock-absorbing anti-seismic structure model is to be provided with container in the earthquake nonresistive construction model, liquid is housed in the container [20] constitutes.
Described building structure model is a sliding support anti-seismic structure model, sliding support anti-seismic structure model comprises BUILDINGS MODELS and holder, holder comprises slide bar and is sleeved on can be along the slide block of slip before and after the slide bar on the slide bar, slide bar is fixed on the installing plate by support, slide block [22] is affixed with the BUILDINGS MODELS bottom, is set with spring between slide block on the slide bar and the support.
Described building structure model is a kind of or any several the constituting in earthquake nonresistive construction model, suspention quality pendulum anti-seismic structure model, intensity anti-seismic structure model, rubber blanket shock insulation anti-seismic structure model, TLD energy-dissipating and shock-absorbing anti-seismic structure model, the sliding support anti-seismic structure model.
In sum, the beneficial effects of the utility model are: because the utility model has only eccentric driving device and slide block mechanism can reach the purpose of demonstration, therefore the utility model is simple in structure, cost is low, because the building structure model can variedly place on the installing plate simultaneously, so the utility model demonstration building aseismicity structure intuitive and convenient.
Description of drawings
Fig. 1 is the utility model structural representation.
Fig. 2 is that the A-A of Fig. 1 is to cut-open view.
Fig. 3 is the left view of Fig. 1.
Among the figure, 1, installing plate, 2, the earthquake nonresistive construction model, 3, suspention quality pendulum anti-seismic structure model, 4, intensity anti-seismic structure model, 5, rubber blanket shock insulation anti-seismic structure model, 6, TLD energy-dissipating and shock-absorbing anti-seismic structure model, 7, sliding support anti-seismic structure model, 8, base, 9, slide block, 10, slide rail, 11, speed reduction unit, 12, motor, 13, eccentric wheel, 14, support, 15, support, 16, rectangular channel, 17, straight rod, 18, gravity ball, 19, rubber blanket, 20, container, 21, liquid, 22, slide block, 23, slide bar, 24, support, 25, spring.
Embodiment
The utility model building aseismicity structural simulation demonstration device, base 8, base that as shown in Figure 1, it comprises installing plate 1, be fixed on building structure model on the installing plate 1, be connected with installing plate 1 shake drive unit and support 15.The building structure model can have multiple, and present embodiment has earthquake nonresistive construction model 2, suspention quality pendulum anti-seismic structure model 3, intensity anti-seismic structure model 4, rubber blanket shock insulation anti-seismic structure model 5, TLD energy-dissipating and shock-absorbing anti-seismic structure model 6, sliding support anti-seismic structure model 7.
Both sides, base 8 below are parallel respectively to be fixed with two slide blocks 9, offers chute on the slide block 9, is fixed with slide rail 10 on the support 15, and slide rail 10 is realized and support 15 fixed supports by support 14.Slide rail 10 is positioned at chute and adaptive with chute, makes base 8 realize sliding along slide rail 9 front and back by slide rail 10 and cooperating of chute.
Base shake drive unit comprise motor 12, with the speed reduction unit 11 of motor 12 driving coupling and be fixed on eccentric wheel 13 on speed reduction unit 11 output shafts, base 8 belows are provided with width and length greater than eccentric rectangular channel 16, eccentric wheel 13 is positioned at rectangular channel 16.
Described earthquake nonresistive construction model 2 is fixed on the base 26 and constitutes for several straight excellent 17 levels and vertical direction are connected to form BUILDINGS MODELS that the several layers stack constitutes.
Suspention quality pendulum anti-seismic structure model 3, it constitutes for be hung with gravity ball 18 in earthquake nonresistive construction model 2.
Described intensity anti-seismic structure model 4 is connected with straight bar construction on the individual layer diagonal line of earthquake nonresistive construction model 2.
Rubber blanket shock insulation anti-seismic structure model 5 is realized connecting and composing by rubber blanket 19 and base 26 for the square frame of earthquake nonresistive construction model 2.
TLD energy-dissipating and shock-absorbing anti-seismic structure model 6 is provided with container 20 in the earthquake nonresistive construction model 2, liquid 21 is housed in the container 20 constitutes.
Sliding support anti-seismic structure model 7 comprises BUILDINGS MODELS and holder, holder comprises slide bar 23 and is sleeved on the slide block 22 that can slide along slide bar 23 front and back on the slide bar 23, slide bar 23 is fixed on the installing plate 1 by support 24, slide block 22 is affixed with the BUILDINGS MODELS bottom, is set with spring 25 between slide block on the slide bar 23 and the support.
Claims (7)
1, building aseismicity structural simulation demonstration device, it is characterized in that base [8], base that it comprises installing plate [1], is fixed on building structure model on the installing plate [1], is connected with installing plate [1] shake drive unit and support [15], parallel two slide blocks [9] that respectively are fixed with in described base [8] both sides, below, slide block offers chute on [9], be fixed with slide rail [10] on the support [15], slide rail [10] is positioned at chute and adaptive with chute, makes base [8] realize sliding before and after slide rail [9] by slide rail [10] and cooperating of chute; Described base shake drive unit comprise motor [12], with the speed reduction unit [11] of motor [12] driving coupling and be fixed on eccentric wheel [13] on speed reduction unit [11] output shaft, be provided with width and length below the base [8] greater than eccentric rectangular channel [16], eccentric wheel [13] is positioned at rectangular channel [16].
2, analog demonstrator according to claim 1, it is characterized in that described building structure model is earthquake nonresistive construction model [2], described earthquake nonresistive construction model [2] is fixed on base [26] and goes up and constitute for several straight rod [17] levels and vertical direction are connected to form BUILDINGS MODELS that the several layers stack constitutes.
3, analog demonstrator according to claim 1 is characterized in that described building structure model is suspention quality pendulum anti-seismic structure model [3], and it constitutes for be hung with gravity ball [18] in earthquake nonresistive construction model [2].4, analog demonstrator according to claim 1 is characterized in that described building structure model is an intensity anti-seismic structure model [4], and described intensity anti-seismic structure model [4] is connected with straight bar construction on the individual layer diagonal line of earthquake nonresistive construction model [2].
5, analog demonstrator according to claim 1, it is characterized in that described building structure model is a rubber blanket shock insulation anti-seismic structure model [5], rubber blanket shock insulation anti-seismic structure model [5] is realized connecting and composing by rubber blanket [19] and base [26] for the square frame of earthquake nonresistive construction model [2].
6, analog demonstrator according to claim 1, it is characterized in that described building structure model is a TLD energy-dissipating and shock-absorbing anti-seismic structure model [6], TLD energy-dissipating and shock-absorbing anti-seismic structure model [6] is provided with container [20] in the earthquake nonresistive construction model [2], liquid [21] is housed in the container [20] constitutes.
7, analog demonstrator according to claim 1, it is characterized in that described building structure model is a sliding support anti-seismic structure model [7], sliding support anti-seismic structure model [7] comprises BUILDINGS MODELS and holder, holder comprises slide bar [23] and is sleeved on can be along the slide block [22] of slip before and after the slide bar [23] on the slide bar [23], slide bar [23] is fixed on the installing plate [1] by support [24], slide block [22] is affixed with the BUILDINGS MODELS bottom, is set with spring [25] between slide block on the slide bar [23] and the support.
8, analog demonstrator according to claim 1 is characterized in that described building structure model is a kind of or any several the constituting in earthquake nonresistive construction model [2], suspention quality pendulum anti-seismic structure model [3], intensity anti-seismic structure model [4], rubber blanket shock insulation anti-seismic structure model [5], TLD energy-dissipating and shock-absorbing anti-seismic structure model [6], the sliding support anti-seismic structure model [7].
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2009201434553U CN201364681Y (en) | 2009-03-20 | 2009-03-20 | Building aseismicity structure simulation demonstrating instrument |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2009201434553U CN201364681Y (en) | 2009-03-20 | 2009-03-20 | Building aseismicity structure simulation demonstrating instrument |
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| Publication Number | Publication Date |
|---|---|
| CN201364681Y true CN201364681Y (en) | 2009-12-16 |
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| Application Number | Title | Priority Date | Filing Date |
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| CNU2009201434553U Expired - Lifetime CN201364681Y (en) | 2009-03-20 | 2009-03-20 | Building aseismicity structure simulation demonstrating instrument |
Country Status (1)
| Country | Link |
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| CN (1) | CN201364681Y (en) |
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102280062A (en) * | 2010-06-10 | 2011-12-14 | 张永清 | Building earthquake simulation experiment inspection equipment |
| CN103745651A (en) * | 2014-01-13 | 2014-04-23 | 安徽新视野科教文化传播有限责任公司 | Building structure model seismic absorption and isolation technology demonstrator |
| CN103745641A (en) * | 2014-01-13 | 2014-04-23 | 安徽新视野科教文化传播有限责任公司 | Direct type earthquake simulation experience device |
| CN104751728A (en) * | 2015-04-14 | 2015-07-01 | 安徽新视野科教文化传播有限责任公司 | System for demonstrating structural damping effect under influence of long-short-period earthquake waves |
| CN106327987A (en) * | 2016-10-31 | 2017-01-11 | 陈�峰 | Earthquake simulation platform |
| CN107833519A (en) * | 2017-11-30 | 2018-03-23 | 重庆科技学院 | A kind of analogue system for simulating modern building shock insulation |
| CN108922370A (en) * | 2018-09-11 | 2018-11-30 | 巢湖学院 | A kind of earthquake simulation method for the shockproof education of children |
| CN108922369A (en) * | 2018-09-11 | 2018-11-30 | 巢湖学院 | A kind of earthquake simulation toy for the shockproof education of children |
| CN111951660A (en) * | 2020-08-21 | 2020-11-17 | 山东工业职业学院 | Building steel structure anti-seismic frame teaching model |
-
2009
- 2009-03-20 CN CNU2009201434553U patent/CN201364681Y/en not_active Expired - Lifetime
Cited By (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102280062A (en) * | 2010-06-10 | 2011-12-14 | 张永清 | Building earthquake simulation experiment inspection equipment |
| CN103745651A (en) * | 2014-01-13 | 2014-04-23 | 安徽新视野科教文化传播有限责任公司 | Building structure model seismic absorption and isolation technology demonstrator |
| CN103745641A (en) * | 2014-01-13 | 2014-04-23 | 安徽新视野科教文化传播有限责任公司 | Direct type earthquake simulation experience device |
| CN104751728A (en) * | 2015-04-14 | 2015-07-01 | 安徽新视野科教文化传播有限责任公司 | System for demonstrating structural damping effect under influence of long-short-period earthquake waves |
| CN106327987A (en) * | 2016-10-31 | 2017-01-11 | 陈�峰 | Earthquake simulation platform |
| CN107833519A (en) * | 2017-11-30 | 2018-03-23 | 重庆科技学院 | A kind of analogue system for simulating modern building shock insulation |
| CN107833519B (en) * | 2017-11-30 | 2023-09-22 | 重庆科技学院 | Simulation system for simulating earthquake isolation of modern building |
| CN108922370A (en) * | 2018-09-11 | 2018-11-30 | 巢湖学院 | A kind of earthquake simulation method for the shockproof education of children |
| CN108922369A (en) * | 2018-09-11 | 2018-11-30 | 巢湖学院 | A kind of earthquake simulation toy for the shockproof education of children |
| CN111951660A (en) * | 2020-08-21 | 2020-11-17 | 山东工业职业学院 | Building steel structure anti-seismic frame teaching model |
| CN111951660B (en) * | 2020-08-21 | 2022-02-01 | 山东工业职业学院 | Building steel structure anti-seismic frame teaching model |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C56 | Change in the name or address of the patentee | ||
| CP03 | Change of name, title or address |
Address after: The middle road 244000 in Anhui Province, Tongling city Tongdou No. 5069 Patentee after: NEW VISION FOR SCIENCE EDUCATION CULTURAL DISSEMINATION ANHUI CO., LTD. Address before: 244000 Room 806, capital building, Tongling, Anhui Patentee before: NEW VISION FOR SCIENCE EDUCATION CULTURAL DISSEMINATION ANHUI CO., LTD. |
|
| CX01 | Expiry of patent term | ||
| CX01 | Expiry of patent term |
Granted publication date: 20091216 |