CN204690804U - A kind of seismic energy dissipation structure - Google Patents
A kind of seismic energy dissipation structure Download PDFInfo
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- CN204690804U CN204690804U CN201520330501.6U CN201520330501U CN204690804U CN 204690804 U CN204690804 U CN 204690804U CN 201520330501 U CN201520330501 U CN 201520330501U CN 204690804 U CN204690804 U CN 204690804U
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Abstract
The utility model discloses a kind of seismic energy dissipation structure, this structure comprises spill concrete slab, grade slab, grade slab projection, bolster, course of sandbags, slide, described course of sandbags is made up of the sandbag be neatly laid in together, described spill concrete slab is located at above course of sandbags, described grade slab is located in spill concrete slab, grade slab surrounding is provided with bolster, be provided with slide between the below of grade slab and spill concrete slab, spill concrete slab and course of sandbags are all placed in the foundation ditch that soil layer excavates out.The utility model reliability is high, and damper is effective, and ensure that house does not destroy under severe earthquake action, earthquake disaster mitigation, reduce casualties and property loss, good economy performance, meets the requirement of promoting the use of in rural area.
Description
Technical field
The utility model belongs to building aseismicity technical field, specifically a kind of seismic energy dissipation structure.
Background technology
On the multiple area of earthquake, earthquake is very powerful to the destructive power of building body, and the self-built building in most of rural area of China does not take effective seismic measures, therefore once there is earthquake, these building bodies cannot resist earthquake potential damage, thus suffer serious Loss of Life and property.
In general, the cardinal principle of structures isolation effect is by arranging Seismic Isolation of Isolation Layer between superstructure and ground, and distortion is mainly concentrated within Seismic Isolation of Isolation Layer, to protect superstructure, greatly reduces the earthquake shock that superstructure is subject to.Existing most of earthquake isolating equipment, some anti-pulling abilities are more weak, and what have involves great expense, and are difficult to promote the use of.In prior art, isolating affection is exactly the foundation adopting bottom surface area larger preferably, the load force of ground is improved with this, but this structural seismic capacity is poor, during earthquake, the bottom surface of foundation directly subjects the impact of the seismic wave energy that curstal fault or displacement cause, floor space is larger, the dynamics be directly hit and fracture, the possibility of displacement is larger, therefore its antidetonation effect is just poor, identical in earthwork process, use similarly capital construction material when, in order to improve the shock resistance of building foundation, just adopt the foundation of area of going to the bottom more greatly, it is the object that cannot realize expecting, especially in the multiple area of earthquake, higher shockproof requirements is proposed to its foundation.
Utility model content
The purpose of this utility model is to provide that a kind of reliability is high, and damper is effective, the seismic absorption structure of good economy performance.Improve the shock resistance of building structure, ensure that house does not destroy under severe earthquake action, earthquake disaster mitigation, reduce casualties and property loss, meet the requirement of promoting the use of in rural area.
The technical solution of the utility model is, a kind of seismic energy dissipation structure, comprise spill concrete slab, grade slab, grade slab projection, bolster, course of sandbags, slide, described course of sandbags is made up of the sandbag be neatly laid in together, described spill concrete slab is located at above course of sandbags, described grade slab is located in spill concrete slab, grade slab surrounding is provided with bolster, be provided with slide between the below of grade slab and spill concrete slab, spill concrete slab and course of sandbags are all placed in the foundation ditch that soil layer excavates out.
In such scheme, what fill in described sandbag is coarse sand, can reach good earthquake isolation effect, and price material benefit is easily bought.
In such scheme, the sandbag sack of described sandbag is made up of synthetic resin, possesses decay resistance, also can meet construction requirement preferably.
In such scheme, described grade slab is provided with one and encloses the land substrate bumps, and building frame construction, in grade slab projection, makes the connection between building and ground more firm.
In such scheme, described course of sandbags has 3-5 layer, seismic wave produces reflection, refraction between sandbag inside and sandbag, and the friction changing of the relative positions that the fricting movement between the dilatation of sack and bag interior sand grains respectively consumes between seismic wave energy, sandbag also consumes seismic wave energy.
In such scheme, described slide is divided into into two-layer, and lower floor is made up of superhigh molecular weight polyethylene material, and lower floor is made up of glass baseplate, and shuffle effect is good.
In such scheme, being filled up by sandbag bottom described foundation ditch, when there is earthquake, the sedimentation on ground can be reduced.
Compared with prior art, the utility model has the advantages that:
(1) damper is effective.When earthquake occurs, seismic wave produces reflection, refraction between sandbag inside and sandbag; The friction changing of the relative positions that fricting movement between the dilatation of sack and bag interior sand grains respectively consumes between seismic wave energy, sandbag also consumes seismic wave energy, and discontinuous due between sandbag, play a deadening effect to seismic wave; And slide and slide surface effectively can isolate the lateral force that earthquake produces, and weaken shear strain and produce integral level displacement, reduce local failure, greatly weaken earthquake to the horizontal destructive power of building.
(2) reliable and stable.Building and grade slab and concrete slab link together by the utility model, and the connection between building and ground is more firm, have the ability of the differential settlement that well opposing earthquake and rhegmagenesis or mining depression cause, safe and reliable.
(3) good economy performance, applied widely.The utility model construction is simple, and technical requirements is less, and constructional materials is all common used material, and it is convenient to buy, and saves fund, is highly suitable for low-rise building building foundation damper in the different geology cities and towns of different geographical, can applies in rural area preferably.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model;
Fig. 2 is top view of the present utility model;
Wherein, 1-soil layer, 2-foundation ditch, 3-sandbag, 4-sandbag sack, 5-slide plane, 6-concrete slab, 7-grade slab, 8-grade slab projection, 9-bolster, 10-course of sandbags, 11-slide, 12-building frame.
Detailed description of the invention
Embodiment 1:
A kind of seismic energy dissipation structure, comprise spill concrete slab 6, grade slab 7, grade slab projection 8, bolster 9, course of sandbags 10, slide 11, described course of sandbags 10 is made up of the sandbag 3 be neatly laid in together, what fill in described sandbag 3 is coarse sand, good earthquake isolation effect can be reached, and price material benefit is easily bought, the sandbag sack 4 of described sandbag 3 is made up of synthetic resin, possesses decay resistance, also construction requirement can be met preferably, described spill concrete slab 6 is located at above course of sandbags 10, described grade slab 7 is located in spill concrete slab 6, described grade slab 7 is provided with one and encloses the land substrate bumps 8, building frame 12 is built in grade slab projection 8, make the connection between building and ground more firm, grade slab 7 surrounding is provided with bolster 9, slide 11 is provided with between the below of grade slab 7 and spill concrete slab 6, described slide 11 is divided into into two-layer, lower floor is made up of superhigh molecular weight polyethylene material, lower floor is made up of glass baseplate, shuffle effect is good, spill concrete slab 6 and course of sandbags 10 are all placed in the foundation ditch 2 that soil layer 1 excavates out, filled up by sandbag 3 bottom described foundation ditch 2, when there is earthquake, the sedimentation on ground can be reduced, described course of sandbags 10 haves three layers altogether, seismic wave produces reflection between sandbag inside and sandbag, refraction, fricting movement between the dilatation of sack and bag interior sand grains respectively consumes seismic wave energy, the friction changing of the relative positions between sandbag also consumes seismic wave energy.This earthquake absorbing structure reliability is high, antidetonation and isolating affection good, construction is simple, and technical requirements is less, and cost is low, can apply in rural area preferably.
Embodiment 2:
A kind of seismic energy dissipation structure, comprise spill concrete slab 6, grade slab 7, grade slab projection 8, bolster 9, course of sandbags 10, slide 11, described course of sandbags 10 is made up of the sandbag 3 be neatly laid in together, what fill in described sandbag 3 is coarse sand, good earthquake isolation effect can be reached, and price material benefit is easily bought, the sandbag sack 4 of described sandbag 3 is made up of synthetic resin, possesses decay resistance, also construction requirement can be met preferably, described spill concrete slab 6 is located at above course of sandbags 10, described grade slab 7 is located in spill concrete slab 6, described grade slab 7 is provided with one and encloses the land substrate bumps 8, building frame 12 is built in grade slab projection 8, make the connection between building and ground more firm, grade slab 7 surrounding is provided with bolster 9, slide 11 is provided with between the below of grade slab 7 and spill concrete slab 6, described slide 11 is divided into into two-layer, lower floor is made up of superhigh molecular weight polyethylene material, lower floor is made up of glass baseplate, shuffle effect is good, spill concrete slab 6 and course of sandbags 10 are all placed in the foundation ditch 2 that soil layer 1 excavates out, filled up by sandbag 3 bottom described foundation ditch 2, when there is earthquake, the sedimentation on ground can be reduced, described course of sandbags 10 has 4 layers, seismic wave produces reflection between sandbag inside and sandbag, refraction, fricting movement between the dilatation of sack and bag interior sand grains respectively consumes seismic wave energy, the friction changing of the relative positions between sandbag also consumes seismic wave energy.
Embodiment 3:
A kind of seismic energy dissipation structure, comprise spill concrete slab 6, grade slab 7, grade slab projection 8, bolster 9, course of sandbags 10, slide 11, described course of sandbags 10 is made up of the sandbag 3 be neatly laid in together, what fill in described sandbag 3 is coarse sand, good earthquake isolation effect can be reached, and price material benefit is easily bought, the sandbag sack 4 of described sandbag 3 is made up of synthetic resin, possesses decay resistance, also construction requirement can be met preferably, described spill concrete slab 6 is located at above course of sandbags 10, described grade slab 7 is located in spill concrete slab 6, described grade slab 7 is provided with one and encloses the land substrate bumps 8, building frame 12 is built in grade slab projection 8, make the connection between building and ground more firm, grade slab 7 surrounding is provided with bolster 9, slide 11 is provided with between the below of grade slab 7 and spill concrete slab 6, described slide 11 is divided into into two-layer, lower floor is made up of superhigh molecular weight polyethylene material, lower floor is made up of glass baseplate, shuffle effect is good, spill concrete slab 6 and course of sandbags 10 are all placed in the foundation ditch 2 that soil layer 1 excavates out, filled up by sandbag 3 bottom described foundation ditch 2, when there is earthquake, the sedimentation on ground can be reduced, described course of sandbags 10 is of five storeys altogether, seismic wave produces reflection between sandbag inside and sandbag, refraction, fricting movement between the dilatation of sack and bag interior sand grains respectively consumes seismic wave energy, the friction changing of the relative positions between sandbag also consumes seismic wave energy.This earthquake absorbing structure reliability is high, antidetonation and isolating affection good, construction is simple, and technical requirements is less, and cost is low, can apply in rural area preferably.
Last it is noted that above embodiment is only in order to illustrate the technical solution of the utility model, be not intended to limit; Although be described in detail the utility model with reference to previous embodiment, those of ordinary skill in the art is to be understood that: it still can be modified to the technical scheme described in previous embodiment, or carries out equivalent replacement to wherein portion of techniques feature; And these amendments or replacement, do not make the essence of appropriate technical solution depart from the spirit and scope of the utility model embodiment technical scheme.
Claims (7)
1. a seismic energy dissipation structure, it is characterized in that comprising spill concrete slab (6), grade slab (7), grade slab projection (8), bolster (9), course of sandbags (10), slide (11), described course of sandbags (10) is made up of the sandbag be neatly laid in together (3), described spill concrete slab (6) is located at course of sandbags (10) top, described grade slab (7) is located in spill concrete slab (6), grade slab (7) surrounding is provided with bolster (9), slide (11) is provided with between the below of grade slab (7) and spill concrete slab (6), spill concrete slab (6) and course of sandbags (10) are all placed in the foundation ditch (2) that soil layer (1) excavates out.
2. a kind of seismic energy dissipation structure according to claim 1, what it is characterized in that the interior filling of described sandbag (3) is coarse sand.
3. a kind of seismic energy dissipation structure according to claim 1, is characterized in that the sandbag sack (4) of described sandbag (3) is made up of synthetic resin.
4. a kind of seismic energy dissipation structure according to claim 1, it is characterized in that described grade slab (7) is provided with one and encloses the land substrate bumps (8), building frame (12) is built in grade slab projection (8).
5. a kind of seismic energy dissipation structure according to claim 1, is characterized in that described course of sandbags (10) has 3-5 layer.
6. a kind of seismic energy dissipation structure according to claim 1, it is characterized in that described slide (11) is divided into into two-layer, lower floor is made up of superhigh molecular weight polyethylene material, and lower floor is that glass baseplate is made.
7. a kind of seismic energy dissipation structure according to claim 1, is characterized in that described foundation ditch (2) bottom is filled up by sandbag (3).
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| CN201520330501.6U CN204690804U (en) | 2015-05-21 | 2015-05-21 | A kind of seismic energy dissipation structure |
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Cited By (16)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106121076A (en) * | 2016-06-24 | 2016-11-16 | 马鞍山市秋枫工程塑料异型材料制造有限责任公司 | A kind of skyscraper shock-damping structure and method of construction thereof |
| CN106948512A (en) * | 2017-04-09 | 2017-07-14 | 北京工业大学 | The Z-shaped combined wall of assembled external thermal insulation and the practice with lead pipe coarse sand energy-dissipating and shock-absorbing key |
| CN106948511A (en) * | 2017-04-09 | 2017-07-14 | 北京工业大学 | A kind of X-shape sandwich heat preservation combined wall and the practice with energy-dissipating and shock-absorbing key |
| CN106968368A (en) * | 2017-04-09 | 2017-07-21 | 北京工业大学 | Assembled cross heat-preserving wall and the practice with lead pipe coarse sand energy-dissipating and shock-absorbing key |
| CN107119817A (en) * | 2017-04-09 | 2017-09-01 | 北京工业大学 | The Z-shaped heat-preserving wall of assembled and the practice with lead pipe coarse sand energy-dissipating and shock-absorbing key |
| CN107119815A (en) * | 2017-04-09 | 2017-09-01 | 北京工业大学 | Assembled in-line heat-preserving wall and the practice with lead pipe coarse sand energy-dissipating and shock-absorbing key |
| CN107119819A (en) * | 2017-04-09 | 2017-09-01 | 北京工业大学 | Assembled external thermal insulation L-shaped combined wall and the practice with energy-dissipating and shock-absorbing key |
| CN107119816A (en) * | 2017-04-09 | 2017-09-01 | 北京工业大学 | A kind of external thermal insulation T-shaped combined wall with lead pipe coarse sand energy-dissipating and shock-absorbing key and the practice |
| CN107119820A (en) * | 2017-04-09 | 2017-09-01 | 北京工业大学 | Assembled L-shaped heat-preserving wall and the practice with lead pipe coarse sand energy-dissipating and shock-absorbing key |
| CN107119814A (en) * | 2017-04-09 | 2017-09-01 | 北京工业大学 | External thermal insulation in-line combined wall and the practice with lead pipe coarse sand energy-dissipating and shock-absorbing key |
| CN107165311A (en) * | 2017-04-09 | 2017-09-15 | 北京工业大学 | Assembled T-shaped heat-preserving wall and the practice with lead pipe coarse sand energy-dissipating and shock-absorbing key |
| CN107165303A (en) * | 2017-04-09 | 2017-09-15 | 北京工业大学 | External thermal insulation formula and cross combined wall and the practice with lead pipe coarse sand energy-dissipating and shock-absorbing key |
| CN107460968A (en) * | 2017-04-09 | 2017-12-12 | 北京工业大学 | Sandwich heat preservation in-line combined wall and the practice with lead pipe coarse sand energy-dissipating and shock-absorbing key |
| CN108951715A (en) * | 2018-08-13 | 2018-12-07 | 辽宁工程技术大学 | A kind of base isolation layer towards rural house building |
| CN110172996A (en) * | 2019-05-16 | 2019-08-27 | 中国建筑第八工程局有限公司 | Equipment Foundations vibration insulation structure and its construction method |
| CN110847407A (en) * | 2019-11-27 | 2020-02-28 | 郑州工业应用技术学院 | Steel construction building with shock resistance |
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2015
- 2015-05-21 CN CN201520330501.6U patent/CN204690804U/en not_active Expired - Fee Related
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| CN106121076A (en) * | 2016-06-24 | 2016-11-16 | 马鞍山市秋枫工程塑料异型材料制造有限责任公司 | A kind of skyscraper shock-damping structure and method of construction thereof |
| CN106121076B (en) * | 2016-06-24 | 2019-06-25 | 马鞍山市秋枫工程塑料异型材料制造有限责任公司 | A kind of skyscraper shock-damping structure and its method of construction |
| CN106968368B (en) * | 2017-04-09 | 2019-04-12 | 北京工业大学 | With lead pipe-coarse sand energy-dissipating and shock-absorbing key assembled cross heat-preserving wall and the practice |
| CN107460968B (en) * | 2017-04-09 | 2020-06-19 | 北京工业大学 | Manufacturing method of sandwich heat-preservation in-line composite wall with lead pipe-coarse sand energy dissipation and shock absorption keys |
| CN106948511A (en) * | 2017-04-09 | 2017-07-14 | 北京工业大学 | A kind of X-shape sandwich heat preservation combined wall and the practice with energy-dissipating and shock-absorbing key |
| CN107119815A (en) * | 2017-04-09 | 2017-09-01 | 北京工业大学 | Assembled in-line heat-preserving wall and the practice with lead pipe coarse sand energy-dissipating and shock-absorbing key |
| CN107119819A (en) * | 2017-04-09 | 2017-09-01 | 北京工业大学 | Assembled external thermal insulation L-shaped combined wall and the practice with energy-dissipating and shock-absorbing key |
| CN107119816A (en) * | 2017-04-09 | 2017-09-01 | 北京工业大学 | A kind of external thermal insulation T-shaped combined wall with lead pipe coarse sand energy-dissipating and shock-absorbing key and the practice |
| CN107119820A (en) * | 2017-04-09 | 2017-09-01 | 北京工业大学 | Assembled L-shaped heat-preserving wall and the practice with lead pipe coarse sand energy-dissipating and shock-absorbing key |
| CN107119814A (en) * | 2017-04-09 | 2017-09-01 | 北京工业大学 | External thermal insulation in-line combined wall and the practice with lead pipe coarse sand energy-dissipating and shock-absorbing key |
| CN107165311A (en) * | 2017-04-09 | 2017-09-15 | 北京工业大学 | Assembled T-shaped heat-preserving wall and the practice with lead pipe coarse sand energy-dissipating and shock-absorbing key |
| CN107165303A (en) * | 2017-04-09 | 2017-09-15 | 北京工业大学 | External thermal insulation formula and cross combined wall and the practice with lead pipe coarse sand energy-dissipating and shock-absorbing key |
| CN107460968A (en) * | 2017-04-09 | 2017-12-12 | 北京工业大学 | Sandwich heat preservation in-line combined wall and the practice with lead pipe coarse sand energy-dissipating and shock-absorbing key |
| CN107119815B (en) * | 2017-04-09 | 2019-05-03 | 北京工业大学 | With lead pipe-coarse sand energy-dissipating and shock-absorbing key assembled linear type heat-preserving wall and the practice |
| CN107119817A (en) * | 2017-04-09 | 2017-09-01 | 北京工业大学 | The Z-shaped heat-preserving wall of assembled and the practice with lead pipe coarse sand energy-dissipating and shock-absorbing key |
| CN106968368A (en) * | 2017-04-09 | 2017-07-21 | 北京工业大学 | Assembled cross heat-preserving wall and the practice with lead pipe coarse sand energy-dissipating and shock-absorbing key |
| CN106948512A (en) * | 2017-04-09 | 2017-07-14 | 北京工业大学 | The Z-shaped combined wall of assembled external thermal insulation and the practice with lead pipe coarse sand energy-dissipating and shock-absorbing key |
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| CN106948512B (en) * | 2017-04-09 | 2019-05-03 | 北京工业大学 | With lead pipe-coarse sand energy-dissipating and shock-absorbing key Z-shaped combined wall of assembled external thermal insulation and the practice |
| CN107119819B (en) * | 2017-04-09 | 2019-06-07 | 北京工业大学 | Assembled external thermal insulation L shape combined wall and the practice with energy-dissipating and shock-absorbing key |
| CN107119820B (en) * | 2017-04-09 | 2019-06-14 | 北京工业大学 | With lead pipe-coarse sand energy-dissipating and shock-absorbing key assembled L shape heat-preserving wall and the practice |
| CN107119817B (en) * | 2017-04-09 | 2019-06-14 | 北京工业大学 | With lead pipe-coarse sand energy-dissipating and shock-absorbing key Z-shaped heat-preserving wall of assembled and the practice |
| CN107119816B (en) * | 2017-04-09 | 2019-06-14 | 北京工业大学 | It is a kind of with lead pipe-coarse sand energy-dissipating and shock-absorbing key external thermal insulation T shape combined wall and the practice |
| CN106948511B (en) * | 2017-04-09 | 2019-05-03 | 北京工业大学 | A kind of X-shape sandwich heat preservation combined wall and the practice with energy-dissipating and shock-absorbing key |
| CN107165311B (en) * | 2017-04-09 | 2019-08-09 | 北京工业大学 | With lead pipe-coarse sand energy-dissipating and shock-absorbing key assembled T shape heat-preserving wall and the practice |
| CN107165303B (en) * | 2017-04-09 | 2020-06-16 | 北京工业大学 | External heat preservation type cross-shaped composite wall with lead pipe-coarse sand energy dissipation and shock absorption keys and manufacturing method |
| CN108951715A (en) * | 2018-08-13 | 2018-12-07 | 辽宁工程技术大学 | A kind of base isolation layer towards rural house building |
| CN110172996A (en) * | 2019-05-16 | 2019-08-27 | 中国建筑第八工程局有限公司 | Equipment Foundations vibration insulation structure and its construction method |
| CN110847407A (en) * | 2019-11-27 | 2020-02-28 | 郑州工业应用技术学院 | Steel construction building with shock resistance |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CGPU | Change to patent or to utility model | ||
| CU01 | Correction of utility model patent |
Correction item: Inventor Correct: Gao Yanke False: Gao Yanxiang Number: 40 Page: The title page Volume: 31 |
|
| CU03 | Correction of utility model patent gazette |
Correction item: Inventor Correct: Gao Yanke False: Gao Yanxiang Number: 40 Volume: 31 |
|
| ERR | Gazette correction | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20151007 Termination date: 20160521 |