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US20110265395A1 - Earthquake shelter - Google Patents

Earthquake shelter Download PDF

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Publication number
US20110265395A1
US20110265395A1 US12/799,693 US79969310A US2011265395A1 US 20110265395 A1 US20110265395 A1 US 20110265395A1 US 79969310 A US79969310 A US 79969310A US 2011265395 A1 US2011265395 A1 US 2011265395A1
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US
United States
Prior art keywords
container
shelter
earthquake
walls
door
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.)
Abandoned
Application number
US12/799,693
Inventor
Sidney S. Chen
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Individual
Original Assignee
Individual
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Individual filed Critical Individual
Priority to US12/799,693 priority Critical patent/US20110265395A1/en
Priority to CN2011101149310A priority patent/CN102235106A/en
Publication of US20110265395A1 publication Critical patent/US20110265395A1/en
Abandoned legal-status Critical Current

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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04HBUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H9/00Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
    • E04H9/02Buildings, 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
    • E04H9/028Earthquake withstanding shelters
    • E04H9/029Earthquake withstanding shelters arranged inside of buildings
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04HBUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H1/00Buildings or groups of buildings for dwelling or office purposes; General layout, e.g. modular co-ordination or staggered storeys
    • E04H1/12Small buildings or other erections for limited occupation, erected in the open air or arranged in buildings, e.g. kiosks, waiting shelters for bus stops or for filling stations, roofs for railway platforms, watchmen's huts or dressing cubicles
    • E04H2001/1283Small buildings of the ISO containers type

Definitions

  • This invention relates generally to survival during earthquakes in local, accessible shelters quickly usable at the beginning of earthquakes and during their continuance.
  • a container sized for human occupancy the container having walls and an access opening and a quickly openable and closable primary door to cover and uncover said opening
  • FIG. 5 is a view like FIG. 4 , showing further details of shelter construction
  • FIG. 6 is a section taken in elevation on lines 6 - 6 of FIG. 5 ;
  • a secondary door is provided, as at 50 , in the container, and allows occupant escape in the event the primary door is not openable due to jamming, or debris collection at the front side of the primary door 36 .
  • Door 50 is shown for example adjacent the end panel 16 in FIG. 5 , to close secondary opening 51 . It may be carried by a metallic rod 50 a extending horizontally, inwardly of panel 16 , to allow swinging of the door plate 50 b inwardly and upwardly, exposing opening 51 .
  • the door 50 is retained closed, adjacent opening 51 , as by an L-shaped (or other) retainer 62 , which is rotatable or twistable to release door retention for upward swinging.
  • Cushioning material 54 is attached to the inner side of door 50 .
  • Additional optional features include:

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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)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)

Abstract

An earthquake shelter comprising a container sized for human occupancy, the container having walls and an access opening and a quickly openable and closable primary door to cover and uncover the opening, the container walls and door consisting of high strength panel material, in excess of 10,000 psi load resistance; the container supported for sliding movement compensating for earthquake induced movement of a supporting surface, with shock or impact absorbing cushioning means at the container interior, to cushion sudden movement of an occupant relative to the container as the container is suddenly moved by earthquake transmitted force.

Description

    BACKGROUND OF THE INVENTION
  • This invention relates generally to survival during earthquakes in local, accessible shelters quickly usable at the beginning of earthquakes and during their continuance.
  • There is need for efficient, durable and highly accessible shelters installable in buildings for rapid access and use during earthquakes.
  • In particular, there is need for portable shelters as described herein having the multiple functions and very desirable elements to be described herein.
  • SUMMARY OF THE INVENTION
  • It is a major object of the invention to provide an improved protective shelter, easily installable in a building structure, for rapid access and use during an earthquake. Basically the shelter comprises:
  • a) a container sized for human occupancy, the container having walls and an access opening and a quickly openable and closable primary door to cover and uncover said opening,
  • b) the container walls and door consisting of high strength panel material, in excess of 10,000 psi load resistance,
  • c) the container supported for sliding movement compensating for earthquake induced sideward movement of a supporting surface,
  • d) shock or impact absorbing cushioning means at the container interior, to cushion sudden movement of an occupant relative to the container as the container is suddenly moved by earthquake transmitted force.
  • In this regard, provision may be made to cushion vertical, i.e. up and down earthquake induced movement of the container, operating in conjunction with sideward sliding compensation.
  • As will be seen, the door is constructed to easily slide open and closed at a side of the container; and a secondary door may be provided for use and during escape from the container, and is easily openable by an occupant of the container chamber in the event the primary door becomes inoperable as by jamming of building debris against the container.
  • Another object is to provide shelter walls constructed of non-metallic, high strength material such as
      • i) DELRIN,
      • ii) KEVLAR,
      • iii) polycarbonate.
  • A further object is to provide a storage sub-container contained within the container, the sub-container having wall structure consisting of high strength panel material and being accessible to an occupant of the container.
  • Yet another object is to provide a durable window or windows provided in container walls enabling occupant viewing of building debris adjacent or spaced from the container to provide an escape path or route. Also, an openable and closable air vent is provided in a container high strength wall or panel. A high strength storage area is provided in the container, as for example a high strength wall, for equipment such as
      • i) communication equipment,
      • ii) a cell phone or phones,
      • iii) edibles,
      • iv) illumination equipment,
      • v) oxygen supply means.
        Wall of the container are of sufficient thickness and size to withstand shock loads to be encountered during building destruction during an earthquake.
  • These and other objects and advantages of the invention, as well as the details of an illustrative embodiment, will be more fully understood from the following specification and drawings, in which:
  • DRAWING DESCRIPTION
  • FIG. 1 is a perspective view of a preferred apparatus;
  • FIGS. 2 and 3 are fragmentary views of window and air vent components provide in a high strength wall;
  • FIG. 4 is a section in elevation showing features of shelter construction;
  • FIG. 5 is a view like FIG. 4, showing further details of shelter construction;
  • FIG. 6 is a section taken in elevation on lines 6-6 of FIG. 5; and
  • FIG. 7 shows a combined vertical cushioning, and lateral sliding compensation, mechanism.
  • DETAILED DESCRIPTION
  • In the drawings, showing a preferred example, the earthquake shelter 100 is shown to comprise a longitudinally elongated container 10 sized for human occupancy, and including elongated top and bottom walls or panels 11 and 12, supported by elongated upright laterally spaced front and rear walls 13 and 14, and end walls or panels 15 and 16. Such walls may typically be between 1 and 2 inches thick and consist of very high strength material such as KEVLAR, DELRIN or polycarbonate sheet plastic material. Corners may be connected by fasteners as at 20 seen in FIG. 4. Alternatively, the panels may be integrally connected at corners, as during molding. A building floor is schematically indicated at 22, and an overhead building horizontal structure at 23, these being subject to collapse, or partial collapse during an earthquake, with falling debris striking the shelter 10 constructed to withstand such impact. Low friction slider plates 24 are connected to the bottom panel 12, at its corners, and serve to allow limited sliding of the shelter, laterally or horizontally, to compensate for earthquake induced lateral motion transmitted as by building floor 22.
  • FIG. 7 shows provision of a dash-pot type cushioning means 80, operating to cushion i.e. dampen, vertical motion of the container, in conjunction with slider plate compensation for lateral motion. One such means 80 as shown in FIG. 7, includes at one or more corners of the container, a helical spring 81 installed in a recess 83 in the container, and confined between recess interior wall 85 and the top surface 24 a of plate 24. The spring frictionally rubs against recess side wall 83 a as the spring is compressively displaced endwise, due to impact loading on and displacement of the container, clamping container displacement. See also plunger 95 rubbing against bore 96 as the spring compresses, and also acting as a vertical guide.
  • The panel 13 forms or defines a front opening 30 sized to permit rapid human access or entry into the container interior 31, for shelter during at least part of the earthquake motion, as during at least the debris falling stage, near the end of the earthquake. The container interior contains yieldable cushioning material 33 indicated at one more locations 33 a, 33 b, 33 c, 33 d, 33 e and 33 f, adjacent the inward facing surfaces of the container walls. Such material serves to cushion sudden relative movement of an occupant and the container, as the container is suddenly moved in response to earthquake transmitted force, or by impact of falling debris. Material 33 may consist of textile or plastic blanketing, batting or other material, of thickness between 2 and 5 inches, for example.
  • A primary door 36 is manually movable from the container interior to open and close the access opening 30, for protection. See door edge slider guides at 36 a, and grooves 36 b in FIG. 6. A supply 37 of the cushioning material at the container interior, may be used to lay against the door interior surface, for cushioning protection, against sudden movement, as referred to. An air vent in at least one wall, as at 38 in wall 14, may be opened or closed from the container interior, as by use of adhesive tape 39 or other means, shown in FIG. 3.
  • A small observation window or windows 41 is or are preferably provided in one or more container walls, as shown in one or more upright walls 13, 15 and 16, and also in sliding door 36. Such windows may consist of high strength transparent plastic, or glass, edge anchored or molded to the panels, as during panel formation.
  • A secondary door is provided, as at 50, in the container, and allows occupant escape in the event the primary door is not openable due to jamming, or debris collection at the front side of the primary door 36. Door 50 is shown for example adjacent the end panel 16 in FIG. 5, to close secondary opening 51. It may be carried by a metallic rod 50 a extending horizontally, inwardly of panel 16, to allow swinging of the door plate 50 b inwardly and upwardly, exposing opening 51. Normally, the door 50 is retained closed, adjacent opening 51, as by an L-shaped (or other) retainer 62, which is rotatable or twistable to release door retention for upward swinging. Cushioning material 54 is attached to the inner side of door 50.
  • FIGS. 5 and 6 show provision of a storage or sub-container 60 integral with wall 13 at the inner side of that wall. The sub-container consists of high strength panel material and is readily accessible to an occupant of the shelter. The sub-container is shown as upwardly open at entrance 63, for downward reception of useful articles or components 64, such as
      • flashlight
      • cell phone
      • radio equipment
      • edibles and water
      • first aid supplies
      • sound emitters such as siren, beepers, etc., for indicating shelter position, for rescue
      • oxygen supply or compressed air bottle.
  • Additional optional features include:
      • a) container top surface 70 serving as furniture surface; see also top horizontal extension flanges 71,
      • b) provision of multiple such containers at different floor levels in building,
      • c) bedding and clothing supply in the container,
      • d) human waste disposal means, as in a pouch receivable in the sub-container.

Claims (20)

1. An earthquake shelter comprising:
a) a container sized for human occupancy, the container having walls and an access opening and a quickly openable and closable primary door to cover and uncover said opening,
b) the container walls and door consisting of high strength panel material, in excess of 10,000 psi load resistance,
c) the container supported for sliding movement compensating for earthquake induced movement of a supporting surface,
d) shock or impact absorbing cushioning means at the container interior, to cushion sudden movement of an occupant relative to the container as the container is suddenly moved by earthquake transmitted force.
2. The shelter of claim 1 wherein said door is carried to manually slide open and closed at a side of the container.
3. The shelter of claim 2 including an air vent at one of the walls.
4. The shelter of claim 1 wherein panel material is selected from the group consisting of:
i) DELRIN,
ii) KEVLAR,
iii) polycarbonate.
5. The shelter of claim 1 wherein said cushioning means comprises layers of insulative cushioning material applied to inner sides of said walls.
6. The shelter of claim 1 including a storage sub-container contained within the container, the sub-container having wall structure consisting of high strength panel material and being accessible to an occupant of the container.
7. The shelter of claim 1 wherein said support for sliding movement comprises low friction slider pads attached to the underside of the container.
8. The shelter of claim 1 wherein the shelter has elongated box configuration.
9. The combination comprising upright building structures having rooms, the shelter located in one of said rooms to be quickly available to room occupants in the event of an earthquake.
10. The combination of claim 9 wherein the shelter has an outer upper surface serving as a furniture surface.
11. The combination of claim 9 including multiple of said shelters respectively located in multiple of said rooms.
12. The combination of claim 1 including a small window or windows provided in container walls enabling occupant viewing of building debris locations adjacent or spaced from the container, to provide for viewing of an escape path or route.
13. The combination of claim 1 including an openable and closable air vent in a container wall.
14. The combination of claim 1 including a secondary door provided in a wall opening defined by the container, and openable from the container interior, without diminishing container impact strength.
15. The shelter of claim 1 including one or more of the following stored in the container:
i) communication equipment,
ii) a cell phone or phones,
iii) edibles,
iv) illumination equipment,
v) oxygen supply means.
16. The shelter of claim 1 wherein said walls are of sufficient thickness and size to withstand shock loads to be encountered during an earthquake.
17. The shelter of claim 9 wherein said walls are of sufficient thickness and size to withstand shock loads to be encountered during building destruction during an earthquake.
18. The shelter of claim 1 wherein said door is a first door at one wall of the container, there being a second door at a second access opening at another wall of the container.
19. The shelter of claim 7 including a container vertical movement damping means at one or more locations in the container.
20. The shelter of claim 19 wherein said dampening means includes a spring and functional damper
US12/799,693 2010-04-30 2010-04-30 Earthquake shelter Abandoned US20110265395A1 (en)

Priority Applications (2)

Application Number Priority Date Filing Date Title
US12/799,693 US20110265395A1 (en) 2010-04-30 2010-04-30 Earthquake shelter
CN2011101149310A CN102235106A (en) 2010-04-30 2011-04-29 Earthquake shelter

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
US12/799,693 US20110265395A1 (en) 2010-04-30 2010-04-30 Earthquake shelter

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CN (1) CN102235106A (en)

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20130291450A1 (en) * 2012-02-06 2013-11-07 Jochen Hillje Tornado storm shelter
US20150040499A1 (en) * 2013-08-07 2015-02-12 Benjamin Bravo Precast concrete module which can be adapted internally to multiple uses
JP2016094815A (en) * 2014-11-05 2016-05-26 日鐵住金建材株式会社 Assembled-type disaster prevention shelter
JP2017119981A (en) * 2015-12-28 2017-07-06 株式会社安信 Disaster prevention shelter and method of constructing same disaster prevention shelter
US20180100301A1 (en) * 2014-10-14 2018-04-12 Emeh, Inc. Stair expansion joint system with freedom of movement between landings
JP2021098971A (en) * 2019-12-20 2021-07-01 株式会社竹中工務店 Storage facility
CN115142711A (en) * 2022-08-29 2022-10-04 中国船舶重工集团国际工程有限公司 Safe house for boxboard prefabricated steel structure building

Cited By (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20130291450A1 (en) * 2012-02-06 2013-11-07 Jochen Hillje Tornado storm shelter
US20150040499A1 (en) * 2013-08-07 2015-02-12 Benjamin Bravo Precast concrete module which can be adapted internally to multiple uses
US9556629B2 (en) * 2013-08-07 2017-01-31 Benjamin Bravo Precast concrete module which can be adapted internally to multiple uses
US20180100301A1 (en) * 2014-10-14 2018-04-12 Emeh, Inc. Stair expansion joint system with freedom of movement between landings
US10584480B2 (en) * 2014-10-14 2020-03-10 Emeh, Inc. Stair expansion joint system with freedom of movement between landings
JP2016094815A (en) * 2014-11-05 2016-05-26 日鐵住金建材株式会社 Assembled-type disaster prevention shelter
JP2017119981A (en) * 2015-12-28 2017-07-06 株式会社安信 Disaster prevention shelter and method of constructing same disaster prevention shelter
JP2021098971A (en) * 2019-12-20 2021-07-01 株式会社竹中工務店 Storage facility
JP7562922B2 (en) 2019-12-20 2024-10-08 株式会社竹中工務店 Storage facilities
CN115142711A (en) * 2022-08-29 2022-10-04 中国船舶重工集团国际工程有限公司 Safe house for boxboard prefabricated steel structure building

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Publication number Publication date
CN102235106A (en) 2011-11-09

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