CN105888349A - Indoor reinforcing structure capable of resisting collapsed building ruin burying - Google Patents
Indoor reinforcing structure capable of resisting collapsed building ruin burying Download PDFInfo
- Publication number
- CN105888349A CN105888349A CN201610382681.1A CN201610382681A CN105888349A CN 105888349 A CN105888349 A CN 105888349A CN 201610382681 A CN201610382681 A CN 201610382681A CN 105888349 A CN105888349 A CN 105888349A
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- China
- Prior art keywords
- steel plate
- building
- ground
- collapsing
- buried
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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
- E04H9/027—Preventive constructional measures against earthquake damage in existing buildings
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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
- E04H9/024—Structures with steel columns and beams
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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)
- Foundations (AREA)
Abstract
The invention discloses an indoor reinforcing structure capable of resisting collapsed building ruin burying. The indoor reinforcing structure comprises a building body which comprises a foundation, building piles, a quake-proof device and concrete, the concrete is connected with the quake-proof device, the foundation and the building piles, the quake-proof device comprises steel plates and a steel frame, the steel plates are connected with the steel frame which is connected with the foundation, rebars are arranged on the foundation and connected with the steel frame and the building piles, each building pile comprises a main pile body and an elastic pile body, the foundation is connected with the main pile bodies, each main pile body is connected with the corresponding elastic pile body, and the steel plates comprise wall steel plates, roof steel plates and ground steel plates. The indoor reinforcing structure capable of resisting collapsed building ruin burying can improve the strength of a building, effectively prevent the building from collapsing and protect persons and property in the building.
Description
Technical field
The present invention relates to the indoor reinforcement structure field that a kind of anti-building ruins of collapsing are buried, particularly relate to the indoor reinforcement structure that a kind of anti-building ruins of collapsing are buried.
Background technology
Earthquake is a kind of harm extraordinary serious natural calamity, property loss that earthquake causes and casualties, cause mainly due to collapsing of building, earthquake come go the fastest, often just there is at tens seconds even tens seconds time the ofest short duration, people are difficult within the shortest time in room particularly escape high building, especially night, people are greatly all in sleep state, if it occur that earthquake, the injures and deaths causing personnel are even more serious, the generation of earthquake very not have rule can be followed, current technology also ram-jolt can not execute very accurate forecast over the ground, though having had some earthquake prewarning devices now, these earthquake prewarning devices are difficult to popularity, the most how to reduce building in earthquake collapse and floor fall the casualties caused and property loss is current problem demanding prompt solution.
Summary of the invention
It is an object of the invention to the problem above overcoming prior art to exist, it is provided that the indoor reinforcement structure that a kind of anti-building ruins of collapsing are buried.This invention can increase the intensity of building, effectively stops collapsing of building, the personnel inside protection building and property.
For realizing above-mentioned technical purpose, reach above-mentioned technique effect, the present invention is achieved through the following technical solutions: the indoor reinforcement structure that a kind of anti-building ruins of collapsing are buried, including structure trunk, described structure trunk includes ground, building stake, vibration abatement and concrete, described concrete and vibration abatement, ground and building stake connect, described vibration abatement includes steel plate and steelframe, described steel plate connects steelframe, described steelframe connects ground, described ground is provided with reinforcing bar, described reinforcing bar is connected with steelframe and building stake, described building stake includes king pile and elastic pile, described ground connects king pile, described principal post connects elastic pile.
Further, described steel plate includes wall steel plate, roof steel plate and ground steel plate.
Further, described wall steel plate can connect into house frame with roof steel plate and ground steel plate, and described house frame can be connected with steelframe.
Further, described steelframe is arranged at the corner of house frame, and is connected with wall steel plate.
Further, described wall steel plate is provided with window and doorway.
Further, described elastic pile is provided with elastomeric material, and described elastomeric material includes Elastic plastic-rubber wear-resisting, corrosion resistant.
Further, described Elastic plastic-rubber wear-resisting, corrosion resistant includes ABS, PC, nylon, PA and PET plastic cement.
Further, the connection angle of described steelframe and wall steel plate, roof steel plate and ground steel plate 85 degree to 95 between.
Further, described steelframe includes welding and/or riveting with the connection of wall steel plate, roof steel plate and ground steel plate.
Further, the thickness of described steel plate is arranged between 0.5cm to 5cm.
The invention has the beneficial effects as follows: (1) can increase the intensity of building, prevent from earthquake is collapsed.(2) collapsing of building can effectively be stoped, the personnel inside protection building and property.(3) elastic pile of the present invention can make building have cushioning effect in the middle of earthquake.
Described above is only the general introduction of technical solution of the present invention, in order to better understand the technological means of the present invention, and can be practiced according to the content of description, below with presently preferred embodiments of the present invention and coordinate accompanying drawing to describe in detail.The detailed description of the invention of the present invention is shown in detail in by following example and accompanying drawing thereof.
Accompanying drawing explanation
Accompanying drawing described herein is used for providing a further understanding of the present invention, constitutes the part of the application, and the schematic description and description of the present invention is used for explaining the present invention, is not intended that inappropriate limitation of the present invention.In the accompanying drawings:
Fig. 1 is the overall structure schematic diagram of the indoor reinforcement structure that a kind of anti-building ruins of collapsing that the present invention relates to are buried；
Fig. 2 is the planar structure schematic diagram of the indoor reinforcement structure that a kind of anti-building ruins of collapsing that the present invention relates to are buried；
Fig. 3 is building stake and the steel frame construction schematic diagram of the indoor reinforcement structure that a kind of anti-building ruins of collapsing that the present invention relates to are buried.
Label declaration in figure: 1, structure trunk, 2, ground, 3, building stake, 4, vibration abatement, 5, concrete, 6, steel plate, 7, steelframe, 8, reinforcing bar, 9, king pile, 10, elastic pile.
Detailed description of the invention
The invention will be further described below in conjunction with the accompanying drawings:
With reference to shown in Fig. 1～Fig. 3, the indoor reinforcement structure that a kind of anti-building ruins of collapsing are buried, including structure trunk 1, described structure trunk 1 includes ground 2, building stake 3, vibration abatement 4 and concrete 5, described concrete 5 and vibration abatement 4, ground 2 and building stake 3 connect, described vibration abatement 4 includes steel plate 6 and steelframe 7, described steel plate 6 connects steelframe 7, described steelframe 7 connects ground 2, described ground 2 is provided with reinforcing bar 8, described reinforcing bar 8 is connected with steelframe 7 and building stake 3, described building stake 3 includes king pile 9 and elastic pile 10, described ground 2 connects king pile 9, described principal post 9 connects elastic pile 10.
Further, described steel plate 6 includes wall steel plate, roof steel plate and ground steel plate.
Further, described wall steel plate can connect into house frame with roof steel plate and ground steel plate, and described house frame can be connected with steelframe 7.
Further, described steelframe 7 is arranged at the corner of house frame, and is connected with wall steel plate.
Further, described wall steel plate is provided with window and doorway.
Further, described elastic pile 10 is provided with elastomeric material, and described elastomeric material includes Elastic plastic-rubber wear-resisting, corrosion resistant.
Further, described Elastic plastic-rubber wear-resisting, corrosion resistant includes ABS, PC, nylon, PA and PET plastic cement.
Further, the connection angle of described steelframe 7 and wall steel plate, roof steel plate and ground steel plate 85 degree to 95 between.
Further, described steelframe 7 includes welding and/or riveting with the connection of wall steel plate, roof steel plate and ground steel plate.
Further, the thickness of described steel plate 6 is arranged between 0.5cm to 5cm.
Specific embodiment:
nullUser is building when，Area according to building construction has dug ground on the ground，Building stake deep hole is got out according to the position, corner that building is predetermined inside the ground dug，Then with building stake deep hole, reinforcing bar is installed，Make reinforcing bar one end length inside building stake deep hole at about 2 times of foundation thickness，The other end is higher than about 0.5 times of ground，Installing reinforcing bar，Pour wear-resisting inside building stake deep hole、Corrosion resistant Elastic plastic-rubber，Elastic plastic-rubber is made to be poured into the position from about 1.5 times of foundation thickness，After elastic pile molding，Casting concrete in building post deep hole，The concrete poured is made to fill and lead up the ground dug，The ground of forming is installed steelframe，The bar connecting making steelframe and exceed 0.5 times of ground，User builds wall steel plate according to the position of steelframe、Ground steel plate and roof，Make the general frame molding of building，After general frame molding, user processes window and doorway as required on framework，Then use concreting to general frame and ground，Make building global formation.When an earthquake occurs; owing to ground uses concrete, reinforcing bar and building stake; ensure that intensity and the toughness of ground; steel plate structure is used plus house entirety; it is connected with ground; the produced vibrations of earthquake are difficult to make ground and Plate break, such that it is able to preferably protect the personnel inside house and property.
The above; being only the detailed description of the invention of the present invention, but protection scope of the present invention is not limited thereto, any those familiar with the art is in the technical scope that the invention discloses; change can be readily occurred in or replace, all should contain within protection scope of the present invention.Therefore, protection scope of the present invention should described be as the criterion with scope of the claims.
Claims (10)
- null1. the indoor reinforcement structure that anti-building ruins of collapsing are buried，Including structure trunk (1)，Described structure trunk (1) includes ground (2)、Building stake (3)、Vibration abatement (4) and concrete (5)，Described concrete (5) and vibration abatement (4)、Ground (2) and building stake (3) connect，It is characterized in that: described vibration abatement (4) includes steel plate (6) and steelframe (7)，Described steel plate (6) connects steelframe (7)，Described steelframe (7) connects ground (2)，Described ground (2) is provided with reinforcing bar (8)，Described reinforcing bar (8) is connected with steelframe (7) and building stake (3)，Described building stake (3) includes king pile (9) and elastic pile (10)，Described ground (2) connects king pile (9)，Described principal post (9) connects elastic pile (10).
- The indoor reinforcement structure that a kind of anti-building ruins of collapsing the most according to claim 1 are buried, it is characterised in that: described steel plate (6) includes wall steel plate, roof steel plate and ground steel plate.
- The indoor reinforcement structure that a kind of anti-building ruins of collapsing the most according to claim 2 are buried, it is characterised in that: described wall steel plate can connect into house frame with roof steel plate and ground steel plate, and described house frame can be connected with steelframe (7).
- The indoor reinforcement structure that a kind of anti-building ruins of collapsing the most according to claim 1 are buried, it is characterised in that: described steelframe (7) is arranged at the corner of house frame, and is connected with wall steel plate.
- The indoor reinforcement structure that a kind of anti-building ruins of collapsing the most according to claim 2 are buried, it is characterised in that: described wall steel plate is provided with window and doorway.
- The indoor reinforcement structure that a kind of anti-building ruins of collapsing the most according to claim 1 are buried, it is characterised in that: described elastic pile (10) is provided with elastomeric material, and described elastomeric material includes Elastic plastic-rubber wear-resisting, corrosion resistant.
- The indoor reinforcement structure that a kind of anti-building ruins of collapsing the most according to claim 6 are buried, it is characterised in that: described Elastic plastic-rubber wear-resisting, corrosion resistant includes ABS, PC, nylon, PA and PET plastic cement.
- The indoor reinforcement structure that a kind of anti-building ruins of collapsing the most according to claim 1 are buried, it is characterised in that: the connection angle of described steelframe (7) and wall steel plate, roof steel plate and ground steel plate 85 degree to 95 between.
- The indoor reinforcement structure that a kind of anti-building ruins of collapsing the most according to claim 1 are buried, it is characterised in that: described steelframe (7) includes welding and/or riveting with the connection of wall steel plate, roof steel plate and ground steel plate.
- The indoor reinforcement structure that a kind of anti-building ruins of collapsing the most according to claim 1 are buried, it is characterised in that: the thickness of described steel plate (6) is arranged between 0.5cm to 5cm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610382681.1A CN105888349A (en) | 2016-06-01 | 2016-06-01 | Indoor reinforcing structure capable of resisting collapsed building ruin burying |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610382681.1A CN105888349A (en) | 2016-06-01 | 2016-06-01 | Indoor reinforcing structure capable of resisting collapsed building ruin burying |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN105888349A true CN105888349A (en) | 2016-08-24 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610382681.1A Pending CN105888349A (en) | 2016-06-01 | 2016-06-01 | Indoor reinforcing structure capable of resisting collapsed building ruin burying |
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| Country | Link |
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| CN (1) | CN105888349A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112647587A (en) * | 2021-01-05 | 2021-04-13 | 陕西理工大学 | Shock attenuation formula building house |
| WO2021253808A1 (en) * | 2020-06-15 | 2021-12-23 | 吴淑环 | Building technique for low-carbon society in high-technology era |
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| JP2006037628A (en) * | 2004-07-29 | 2006-02-09 | Takenaka Komuten Co Ltd | Earthquake resistant reinforcement method for existing building |
| CN201238793Y (en) * | 2008-08-14 | 2009-05-20 | 余建刚 | Antivibration safety cabinet |
| CN201546340U (en) * | 2009-07-28 | 2010-08-11 | 宝山钢铁股份有限公司 | Concrete encased structure of steel plate shear wall with slits |
| CN102296724A (en) * | 2011-06-01 | 2011-12-28 | 西安建筑科技大学 | Inclined double-layer folded plate steel plate shear wall |
| CN202925931U (en) * | 2012-08-17 | 2013-05-08 | 雅致集成房屋股份有限公司 | Flat roof lightweight steel construction simply building |
| CN104153628A (en) * | 2014-07-31 | 2014-11-19 | 江苏爵格工业设备有限公司 | Safe refuge for families |
| CN204343287U (en) * | 2014-12-23 | 2015-05-20 | 王雪 | A kind of building stake with anti seismic efficiency |
| CN105178427A (en) * | 2015-08-12 | 2015-12-23 | 危瑞菊 | Method for integrally forming and building houses |
-
2016
- 2016-06-01 CN CN201610382681.1A patent/CN105888349A/en active Pending
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2006037628A (en) * | 2004-07-29 | 2006-02-09 | Takenaka Komuten Co Ltd | Earthquake resistant reinforcement method for existing building |
| CN201238793Y (en) * | 2008-08-14 | 2009-05-20 | 余建刚 | Antivibration safety cabinet |
| CN201546340U (en) * | 2009-07-28 | 2010-08-11 | 宝山钢铁股份有限公司 | Concrete encased structure of steel plate shear wall with slits |
| CN102296724A (en) * | 2011-06-01 | 2011-12-28 | 西安建筑科技大学 | Inclined double-layer folded plate steel plate shear wall |
| CN202925931U (en) * | 2012-08-17 | 2013-05-08 | 雅致集成房屋股份有限公司 | Flat roof lightweight steel construction simply building |
| CN104153628A (en) * | 2014-07-31 | 2014-11-19 | 江苏爵格工业设备有限公司 | Safe refuge for families |
| CN204343287U (en) * | 2014-12-23 | 2015-05-20 | 王雪 | A kind of building stake with anti seismic efficiency |
| CN105178427A (en) * | 2015-08-12 | 2015-12-23 | 危瑞菊 | Method for integrally forming and building houses |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2021253808A1 (en) * | 2020-06-15 | 2021-12-23 | 吴淑环 | Building technique for low-carbon society in high-technology era |
| CN112647587A (en) * | 2021-01-05 | 2021-04-13 | 陕西理工大学 | Shock attenuation formula building house |
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Application publication date: 20160824 |