CN106522635A - anti-seismic danger-prevention escape room in building - Google Patents
anti-seismic danger-prevention escape room in building Download PDFInfo
- Publication number
- CN106522635A CN106522635A CN201611202173.7A CN201611202173A CN106522635A CN 106522635 A CN106522635 A CN 106522635A CN 201611202173 A CN201611202173 A CN 201611202173A CN 106522635 A CN106522635 A CN 106522635A
- Authority
- CN
- China
- Prior art keywords
- building
- avoiding
- escaped
- wall body
- wall
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
Links
Classifications
-
- 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
- E04H9/028—Earthquake withstanding shelters
Landscapes
- Engineering & Computer Science (AREA)
- Business, Economics & Management (AREA)
- Emergency Management (AREA)
- Architecture (AREA)
- Environmental & Geological Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The invention discloses an anti-seismic danger-prevention escape room in a building and relates to anti-seismic danger-prevention facilities. The anti-seismic danger-prevention escape room comprises a steel structure frame, a concrete wall body, an exit and an entrance. The wall body is provided with the exit and the entrance. The integrated steel structure frame is formed in the concrete wall body in an embedded mode. the concrete wall body is provided with the exit and the entrance. The anti-seismic danger-prevention escape room in the building is reasonable in structure design, safe, firm and low in manufacturing cost. A danger-prevention place used when a large earthquake occurs on the premise that the overall aseismatic intensity of a house is not increased is provided. When the earthquake occurs, compared with a traditional house, collapse of the wall body does not occur to the anti-seismic room due to the fact that the wall body is built from the steel frame and concrete wall body hollow bricks, a roof does not fall off under the supporting of the steel frame, and thus the effect that the life and property safety is ensured maximally with small investment when the large earthquake occurs is ensured.
Description
Technical field
The present invention relates to vibrationproof risk-avoiding facility, more particularly between the vibrationproof risk-avoiding in building is escaped.
Background technology
China is located between two violent earthquake of world band circum-Pacific seismic belt and Eurasian earthquake zone, by Pacific Ocean plate
The extruding of block, Indian and Philippine Sea plate, Earthquake Fault Zone are very active.The seismic activity of China is mainly distributed on five
On 23 earthquake zones in individual area, it is distributed extremely wide.With expanding economy, people are more and more rich, and urban construction is rapid,
Increasing high buildings and large mansions stand in great numbers, even rural area, people have also lived in the building that armored concrete is cast, but due to
The worker for building house not enough specialty or material are inevitable the problems such as unqualified, so when natural calamities such as earthquakes
House collapse is likely to result in during generation so that the lives and properties of people are encroached on.The aseismatic design concept of China is little shake
Not bad, middle shake can be repaiied, no collapsing with strong earthquake.The various places fortification intensity that the earthquake-resistant building design of various places is specified by standard is designed.When
When there is the earthquake more than seismic fortification intensity, house destroys the life-threatening that collapses.If entirety is utilized more than, and standard is higher to be set
Anti- earthquake intensity can then cause house construction cost too high.
The content of the invention
It is contemplated that for deficiency present in background technology, and provide a kind of escape of the vibrationproof risk-avoiding in building
Between, it is double action typically by toilet design.
Between vibrationproof risk-avoiding in the building of the present invention is escaped, it is by setting on steel structure frame, concrete wall and body of wall
The gateway put is constituted, and has buried all-in-one-piece steel structure frame, discrepancy is provided with concrete wall in concrete wall
Mouthful.
As a further improvement on the present invention, the knot in a certain living space during described steel structure frame is by building
Configuration state, the cage modle skeleton being connected into by girder steel in length and breadth.
As a further improvement on the present invention, concrete wall is that each face of prefabricated cage modle skeleton is carried out concrete to pour
Build composition.
As a further improvement on the present invention, concrete wall surface is covered with lightweight, the overlay coating of fire-retardant, environment-friendly materials.
As a further improvement on the present invention, protective plate steel plate is provided with the outside of steel frame.
As a further improvement on the present invention, be provided with any situation can be accessible the gateway on concrete wall
The door of discrepancy.
As a further improvement on the present invention, it is in hedging escape to be provided with the storage bin of hedging survival aids.
Between vibrationproof risk-avoiding in the building of the present invention is escaped, reasonable in design, the firm, low cost of safety, there is provided one
Plant hedging place when there is larger earthquake on the premise of house entirety antidetonation earthquake intensity is not improved.When an earthquake occurs, relatively
In conventional house, this kind of antidetonation room as body of wall is built into steel frame, concrete wall hollow brick, thus will not occur
The situation that body of wall collapses, under the support of steel frame, roof will not also fall down.So as to ensure with less investment to greatest extent
Ensure the safety of lives and properties when there is big shake.
Description of the drawings
Fig. 1 is the three dimensional sectional view of the present invention；
Fig. 2 is Fig. 1 overlooking the structure diagrams of the present invention；
Fig. 3 is the steel structure frame schematic diagram of the present invention；
Fig. 4 is the structural representation that the present invention is provided with shoulder guard outside steel structure frame.
Specific embodiment
Below in conjunction with the accompanying drawings 1, accompanying drawing 2, accompanying drawing 3 and Fig. 4 to the present invention building in vibrationproof risk-avoiding escape between, make into
One step explanation.
Embodiment 1
Between vibrationproof risk-avoiding in the building of the present invention is escaped, arranged by steel structure frame 1, concrete wall 2 and body of wall
Gateway 3 constitute, all-in-one-piece steel structure frame 1 has been buried in concrete wall 2, has been provided with out on concrete wall 2
Entrance 3.
Embodiment 2
Between vibrationproof risk-avoiding in the building of the present invention is escaped, arranged by steel structure frame 1, concrete wall 2 and body of wall
Gateway 3 constitute, all-in-one-piece steel structure frame 1 has been buried in concrete wall 2, has been provided with out on concrete wall 2
Entrance 3, gateway 3 are provided with access door 4.Described steel structure frame 1 be by building in a certain living space structure
Form, the cage modle skeleton being connected into by girder steel in length and breadth；Shoulder guard 7 is set on the outside of steel frame, and concrete wall 2 is will be pre-
Each face of the cage modle skeleton of system carries out concreting composition.2 surface of concrete wall is covered with lightweight, fire-retardant, environment-friendly materials
Overlay coating 6.
Embodiment 3
The present invention building in vibrationproof risk-avoiding escape between, be by the outside of steel structure frame 1, steel frame arrange shoulder guard 7,
The gateway 3 arranged on concrete wall 2 and body of wall is constituted, and all-in-one-piece steel structure frame has been buried in concrete wall 2
1, be provided with gateway 3 on concrete wall 2, gateway 3 be provided with any situation can accessible discrepancy door 4.It is described
Steel structure frame 1 be by building in the structural form in a certain living space, the cage modle being connected into by girder steel in length and breadth
Skeleton；Concrete wall 2 is that each face of prefabricated cage modle skeleton is carried out concreting composition, its surface be covered with lightweight,
The overlay coating 6 of fire-retardant, environment-friendly materials.The storage bin 5 of hedging survival aids is provided with hedging escape.
Between vibrationproof risk-avoiding in the building of the present invention is escaped, toilet, bedroom etc. can be transformed in real life
Between escaping for vibrationproof risk-avoiding, arrange in wall and shoulder guard 7 is set on the outside of 1 steel frame of steel structure frame；When main house body is tied
When structure subsides, the toilet or bedroom are damaged less, because will not seriously subside the reason for steel structure frame 1 or even be crushed
Situation occurs, hereby it is ensured that the security of internal staff.Individually will can be hung between hedging escape using big machinery during rescue
Go out, it is convenient to rescue.The storage bin 5 of hedging survival aids, storage food, mineral water etc. are set in room with regard to lifesaving product, it is ensured that
Needed for the very long life waited for rescue in the time.
Claims (7)
1., between the vibrationproof risk-avoiding in building is escaped, it is by steel structure frame（1）, concrete wall（2）And arrange on body of wall
Gateway（3）Constitute, it is characterized in that in concrete wall（2）In buried all-in-one-piece steel structure frame（1）, in concrete walls
Body（2）It is provided with gateway（3）.
2. between the vibrationproof risk-avoiding in building as claimed in claim 1 is escaped, it is characterised in that described steel structure frame（1）
Be by building in the structural form in a certain living space, the cage modle skeleton being connected into by girder steel in length and breadth.
3. between the vibrationproof risk-avoiding in building as claimed in claim 1 or 2 is escaped, its characteristic concrete body of wall（2）Being will be pre-
Each face of the cage modle skeleton of system carries out concreting composition.
4. between the vibrationproof risk-avoiding in building as claimed in claim 1 or 2 is escaped, its characteristic concrete body of wall（2）Surface is applied
There are lightweight, the overlay coating of fire-retardant, environment-friendly materials（6）.
5. between the vibrationproof risk-avoiding in building as claimed in claim 1 or 2 is escaped, its feature steel structure frame（1）Outside sets
Put shoulder guard（7）.
6. between the vibrationproof risk-avoiding in building as claimed in claim 1 or 2 is escaped, its characteristic concrete body of wall（2）On go out
Entrance（3）Be provided with any situation can accessible discrepancy door（4）.
7., between the vibrationproof risk-avoiding in building as claimed in claim 1 or 2 is escaped, it is characterized in that being provided with hedging escape
The storage bin of hedging survival aids（5）.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611202173.7A CN106522635A (en) | 2016-12-23 | 2016-12-23 | anti-seismic danger-prevention escape room in building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611202173.7A CN106522635A (en) | 2016-12-23 | 2016-12-23 | anti-seismic danger-prevention escape room in building |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106522635A true CN106522635A (en) | 2017-03-22 |
Family
ID=58337410
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201611202173.7A Pending CN106522635A (en) | 2016-12-23 | 2016-12-23 | anti-seismic danger-prevention escape room in building |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106522635A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN117489174A (en) * | 2023-11-08 | 2024-02-02 | 深圳华新国际建筑工程设计顾问有限公司 | Safety space for emergency avoidance in civil building |
Citations (17)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1260436A (en) * | 1999-01-13 | 2000-07-19 | 北京华洋建设开发有限公司 | Medium- and high-rise steel structure earthquake-resistant building system |
| US20040107654A1 (en) * | 2002-12-05 | 2004-06-10 | Powell Steven D. | Pin and collar connection apparatus for use with seismic braces, seismic braces including the pin and collar connection, and methods |
| US20050193681A1 (en) * | 2004-02-21 | 2005-09-08 | Brackett Charles T. | Threaded rod wind and seismic resistance system |
| CN2850647Y (en) * | 2005-11-11 | 2006-12-27 | 林宏 | Earthquake-resisting life-saving harborage |
| CN201024712Y (en) * | 2006-12-28 | 2008-02-20 | 刘瑞珩 | Anti-knock safety room |
| CN101301514A (en) * | 2008-06-24 | 2008-11-12 | 张�浩 | Shockproof and vibrationproof risk-avoiding cabin |
| CN101324158A (en) * | 2008-07-28 | 2008-12-17 | 齐荣生 | Building independent structural frame inner reinforcement nucleiform anti-vibration refuge compartment and molding method thereof |
| CN101608511A (en) * | 2009-04-15 | 2009-12-23 | 张占发 | A kind of vibration abatement and antiseismic structure system |
| CN201679262U (en) * | 2010-03-20 | 2010-12-22 | 郑州张氏防震抗震科技有限公司 | Shockproof building structure |
| CN203462576U (en) * | 2013-08-20 | 2014-03-05 | 烟台金田科技有限公司 | Steel structure concrete building house |
| CN203795930U (en) * | 2014-04-04 | 2014-08-27 | 李志伟 | Permanent steel structural anti-seismic 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 |
| CN104514392A (en) * | 2013-10-02 | 2015-04-15 | 李志伟 | Quakeproof bin |
| CN204552236U (en) * | 2014-11-28 | 2015-08-12 | 金英花 | A kind of anti-vibration house |
| CN105484387A (en) * | 2014-09-21 | 2016-04-13 | 河南龙成重型钢结构有限公司 | Steel structure shear wall structure system |
| CN105839972A (en) * | 2016-06-01 | 2016-08-10 | 漳浦县圆周率工业设计有限公司 | Internal reinforcing structure for preventing earthquake from damaging indoor space |
| CN206279843U (en) * | 2016-12-23 | 2017-06-27 | 大庆华凯石油化工设计工程有限公司 | Between vibrationproof risk-avoiding in building is escaped |
-
2016
- 2016-12-23 CN CN201611202173.7A patent/CN106522635A/en active Pending
Patent Citations (17)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1260436A (en) * | 1999-01-13 | 2000-07-19 | 北京华洋建设开发有限公司 | Medium- and high-rise steel structure earthquake-resistant building system |
| US20040107654A1 (en) * | 2002-12-05 | 2004-06-10 | Powell Steven D. | Pin and collar connection apparatus for use with seismic braces, seismic braces including the pin and collar connection, and methods |
| US20050193681A1 (en) * | 2004-02-21 | 2005-09-08 | Brackett Charles T. | Threaded rod wind and seismic resistance system |
| CN2850647Y (en) * | 2005-11-11 | 2006-12-27 | 林宏 | Earthquake-resisting life-saving harborage |
| CN201024712Y (en) * | 2006-12-28 | 2008-02-20 | 刘瑞珩 | Anti-knock safety room |
| CN101301514A (en) * | 2008-06-24 | 2008-11-12 | 张�浩 | Shockproof and vibrationproof risk-avoiding cabin |
| CN101324158A (en) * | 2008-07-28 | 2008-12-17 | 齐荣生 | Building independent structural frame inner reinforcement nucleiform anti-vibration refuge compartment and molding method thereof |
| CN101608511A (en) * | 2009-04-15 | 2009-12-23 | 张占发 | A kind of vibration abatement and antiseismic structure system |
| CN201679262U (en) * | 2010-03-20 | 2010-12-22 | 郑州张氏防震抗震科技有限公司 | Shockproof building structure |
| CN203462576U (en) * | 2013-08-20 | 2014-03-05 | 烟台金田科技有限公司 | Steel structure concrete building house |
| CN104514392A (en) * | 2013-10-02 | 2015-04-15 | 李志伟 | Quakeproof bin |
| CN203795930U (en) * | 2014-04-04 | 2014-08-27 | 李志伟 | Permanent steel structural anti-seismic 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 |
| CN105484387A (en) * | 2014-09-21 | 2016-04-13 | 河南龙成重型钢结构有限公司 | Steel structure shear wall structure system |
| CN204552236U (en) * | 2014-11-28 | 2015-08-12 | 金英花 | A kind of anti-vibration house |
| CN105839972A (en) * | 2016-06-01 | 2016-08-10 | 漳浦县圆周率工业设计有限公司 | Internal reinforcing structure for preventing earthquake from damaging indoor space |
| CN206279843U (en) * | 2016-12-23 | 2017-06-27 | 大庆华凯石油化工设计工程有限公司 | Between vibrationproof risk-avoiding in building is escaped |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN117489174A (en) * | 2023-11-08 | 2024-02-02 | 深圳华新国际建筑工程设计顾问有限公司 | Safety space for emergency avoidance in civil building |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN104712055B (en) | A kind of wooden building based on concrete frame and construction method thereof | |
| Gamayunova et al. | Technical features of the construction of high-rise buildings | |
| CN206279843U (en) | Between vibrationproof risk-avoiding in building is escaped | |
| CN104775544B (en) | A kind of arrangement of reinforcement grout building block is combined coupling beam energy dissipation type coupled wall and preparation method | |
| CN106522635A (en) | anti-seismic danger-prevention escape room in building | |
| CN103758248A (en) | T-frame insulation masonry single-row-reinforcement lightweight concrete wall and manufacturing method thereof | |
| CN204001220U (en) | A kind of steel structure node member | |
| CN102936967A (en) | Safety refuge bin modified from old abandoned house masonry structure | |
| CN107288234B (en) | Cylindrical shell building unit and low-cost modular earthquake-resistant building formed by same | |
| CN201722775U (en) | Safe shock-proof building framework | |
| JP5543658B1 (en) | Disaster prevention shelter | |
| Anderson | The San Salvador earthquake of October 10, 1986—Review of building damage | |
| CN203795930U (en) | Permanent steel structural anti-seismic building | |
| JP6547094B2 (en) | Building with evacuation room for tsunami, flood and storm surge | |
| JP3170840U (en) | Tsunami sheltered structure | |
| CN202945848U (en) | Safety refuge transformed from masonry structure of old house | |
| CN201377193Y (en) | Shockproof house made from ecological protection bamboo frame | |
| CN203867254U (en) | Safe house electromechanical device | |
| CN207314579U (en) | A kind of new building shear wall | |
| JP2013002199A (en) | Earthquake-applicable evacuation shelter even for thermotherapic bathing | |
| Hartmann et al. | Sustainable building for the future: Contemporary clay masonry–Resource‐saving building: Zukunft durch nachhaltiges Bauen: Moderner Lehmbau–Ressourcenschonendes Bauen | |
| CN202945817U (en) | Steel frame canopy guard structure of monolayer brickwork house | |
| JP2014009581A (en) | Multistoried building | |
| JP2019090273A (en) | Building structure with evacuation room for measures against tsunami, flood, and tidal wave | |
| CN208137168U (en) | A kind of antidetonation fireproof building structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20170322 |