EP0033907A2 - Méthode pour la fabrication d'un abri personnel - Google Patents

Méthode pour la fabrication d'un abri personnel Download PDF

Info

Publication number: EP0033907A2
Authority: EP; European Patent Office
Prior art keywords: housing; transverse wall; walls; formwork; wall
Prior art date: 1980-02-04
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.): Granted

Application number

EP81100635A

Other languages

German (de)

English (en)

Other versions

EP0033907B1 (fr

EP0033907A3 (en

Inventor

Wilhelm Häussler

Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)

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.)

1980-02-04

Filing date

1981-01-29

Publication date

1981-08-19

1980-02-04 Priority claimed from DE19803003988 external-priority patent/DE3003988C2/de

1980-10-18 Priority claimed from DE19803039465 external-priority patent/DE3039465C2/de

1981-01-29 Application filed by Individual filed Critical Individual

1981-01-29 Priority to AT81100635T priority Critical patent/ATE4236T1/de

1981-08-19 Publication of EP0033907A2 publication Critical patent/EP0033907A2/fr

1981-11-11 Publication of EP0033907A3 publication Critical patent/EP0033907A3/de

1983-07-20 Application granted granted Critical

1983-07-20 Publication of EP0033907B1 publication Critical patent/EP0033907B1/fr

Status Expired legal-status Critical Current

Links

Images

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
- E04H9/04—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 against air-raid or other war-like actions
- E04H9/10—Independent shelters; Arrangement of independent splinter-proof walls

Definitions

the invention relates to a personal protection bunker and a method for its production.
the personal protection bunker consists of a prismatic housing in which at least one pressure-resistant transverse wall is or will be provided, which divides a lounge from a filter and, if necessary, an emergency exit chamber.
the invention consists in one aspect to provide a hollow body to A rt a prefabricated garage as a prefabricated component made of thin-walled steel-reinforced lightweight concrete walls form and to provide a transverse wall in the hollow body, the thin two, is at a distance lying formwork walls, the ceiling of the hollow body in the range between the two formwork walls has a concrete pouring opening.
the double-walled transverse wall element divides a filter room and an emergency exit chamber from the actual living room.
This transverse wall must be designed to be pressure-resistant.
this compressive strength is achieved according to the invention only at the place of use in that the space between the two formwork walls is poured with concrete, in one operation by encapsulating the hollow body with a thick-walled outer concrete layer.
the hollow body can be prefabricated with all the necessary equipment, such as a filter system, ventilation system, lighting, etc., and still forms a relatively easy-to-transport component, and that the compressive strength is only achieved at the place of use, although the hollow body is no longer must be committed.
a housing blank in the form of a box which is open at the end is made of steel-reinforced lightweight concrete in the manner of a prefabricated garage, that the transverse wall or a double-walled transverse wall element to be subsequently poured with concrete with a finished ventilation system, filter system, Access door, a partition projecting from it at a right angle with its own access door for later separation of the filter chamber from the emergency exit chamber as a fully assembled plug-in part and separately inserted through the front opening into the housing blank until the partition abuts the rear housing wall and that the transverse wall or that Cross wall element is connected airtight with the housing walls.
This new mounting system also includes the use of a pressure-resistant solid Cross wall, because the slide-in part can be transported separately to reduce weight and inserted at the place of use.
the inner surfaces of the housing are made rough in the region of the later transverse wall, which is preferably done by concreting expanded metal strips.
the cast concrete between the two formwork walls then receives a secure connection to the housing walls.
the walls should be provided with a vertical groove at least on the vertical end faces, into which concrete is then poured through the ceiling openings in the housing when the slide-in element is correctly positioned.
the housing is prismatic and consists of the two vertical longitudinal side walls 12, the rear end wall 14, the bottom 16, the front end wall 18 and the ceiling 20.
FIG. 2 illustrates the insertion of an insert element 22 into the housing cavity, which is still open on the end, on a bracket of a truck.
This insert part can of course also be retracted by a crane using a boom.
the insert part 22 has a transverse wall 26 which is exactly in width and height in the
a narrow partition 28 projects from the transverse wall 26 and has an opening 30 closed by a door in its upper half.
This partition serves the later division of a filter room from an emergency exit chamber. It is essential that the insert part 22 has the entire filter system with pipeline installations, the ventilation system and the lighting. As explained below.
the insert part 22 is pushed into the housing 10 until the partition 28 abuts the rear wall 14 of the housing.
the ceiling 20 of the housing has an opening which is covered by an attachment 40 which has a gas-tight closure flap.
a second transverse wall can be retracted in the same way and positioned at a corresponding distance from the front housing opening, so that the passenger lounge is formed between the two transverse walls.
this second transverse wall also has an access door. Then, in accordance with FIG. 4, the front opening is closed by means of a cover plate 18 which has a stem 24 which contains the access door.
the insert part according to FIG. 3 consists of two thin-walled wall panels 32 which are held at a predetermined distance by means of spacers (not shown). These wall panels 32 represent lost formwork and can consist of thin plates made of concrete, plasterboard, asbestos cement or sheet metal. On the front plate, seen in the direction of insertion, there is the partition wall 28. A bottom 34 is fastened to this partition wall 28 and the adjacent transverse wall panel 32, which rests on the housing base 16 when the insert part 22 is inserted.
This floor 34 carries a number of filter elements 36 to which a ventilation pipe 38 is connected, which leads through the wall panels 32, 32 out of the filter chamber into the lounge.
Another ventilation pipe 42 leads from the emergency exit chamber through the partition 28 into the upper region of the filter chamber and in the same vertical plane as the pipe 38 through the double-walled wall 32, 32 to hand operated pump 44, which is attached to the rear, facing the lounge, panel 32.
the panels 32 are divided, as is illustrated at 46 and 47. This makes assembly easier.
the insert part 22 On the right-hand side, the insert part 22 has a door box 50 with a gas-tight door, which connects the passenger lounge with the emergency exit chamber below the attachment 40.
FIG. 3 the position for the transverse wall panels 32 and the partition wall 34 is illustrated in dashed lines in the housing 10.
the you surfaces of the side walls 12 of the housing are roughened in the area between the position of the wall panels 32 by means of cast-in ribbed metal strips 52 (FIG. 5).
the same is provided for the floor 16 and at least in the corner areas of the ceiling 18.
the side walls in this area have a plurality of pairs of holes 54 lying one above the other, for a purpose which will be explained below.
the insert part 22 is retracted in the manner described according to FIG. 2 until the partition wall 28 abuts the rear housing wall.
the wall panels 32 are thus in the predetermined position.
Reinforcement brackets 56 are now pushed through the pairs of holes 54 in the side walls 12 into the space between the wall panels 32.
the brackets are in the dashed position on the outside of the side walls 12.
the end wall 18 is mounted, for which it is sufficient to provide mounting tabs 58 on the vertical edges of the end wall 18, which are welded to corresponding plates 60 on the housing 10.
the housing thus completed is then transported to the place of use, although it is of course also possible to transport the housing blank 10 and the insert parts including the cover separately and to join them together at the place of use.
the brackets 56 were first pulled out by a certain distance equal to the thickness of the concrete shell and fastened to an external formwork in the form of expanded metal walls 64.
the outer formwork surrounds the entire housing including the stem 24 and the lower half of the attachment 40, as is illustrated schematically in FIG. 1.
Concrete is first poured through the pouring slot 48 between the panels 32, the strips 52 in the side walls 12 ensuring good adhesion, so that gas tightness is ensured even after the concrete has shrunk. Thanks to the reinforcement bracket 56, the concrete transverse wall 62 between the panels 32 is connected to the concrete outer shell 66 in a pressure-resistant manner.
the advantage of the invention is that the entire technical equipment of the personal protection room can be installed on a prefabricated component that is easily accessible from all sides, so that simple and efficient production results. Transporting the slide-in parts is easy. It can take place to the concrete plant that builds the housing, so there the manufacture of the closed bunker housing can be carried out, as it is also possible to retract the slide-in parts at the place of use.
a profiled rail 67 is concreted in flush with the inner surface of the ceiling in the ceiling 20 of the housing.
This rail extends from the front edge of the housing to close to the rear wall 18.
the insert part 22 has an upstanding stud bolt 68 with a plastic sliding piece which can be inserted into the rail 67, with the insert part being centered with respect to the housing opening. With little force, the insert part 22 can now be pushed backwards because the ceiling is designed to slope slightly towards the rear.
the insertion part 22 is hooked into the rail e.g. by means of a transport and transfer rail provided on the transport vehicle, which is aligned with the rail 67 and brought into frontal contact.

Landscapes

Engineering & Computer Science (AREA)
Architecture (AREA)
Business, Economics & Management (AREA)
Emergency Management (AREA)
Environmental & Geological Engineering (AREA)
Civil Engineering (AREA)
Structural Engineering (AREA)
Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Buildings Adapted To Withstand Abnormal External Influences (AREA)

EP81100635A 1980-02-04 1981-01-29 Méthode pour la fabrication d'un abri personnel Expired EP0033907B1 (fr)

Priority Applications (1)

Application Number	Priority Date	Filing Date	Title
AT81100635T ATE4236T1 (de)	1980-02-04	1981-01-29	Verfahren zur herstellung eines personenschutzbunkers.

Applications Claiming Priority (4)

Application Number	Priority Date	Filing Date	Title
DE3003988		1980-02-04
DE19803003988 DE3003988C2 (de)	1980-02-04	1980-02-04	Personenschutzbunker
DE19803039465 DE3039465C2 (de)	1980-10-18	1980-10-18	Herstellung eines Personenschutzbunkers
DE3039465		1980-10-18

Publications (3)

Publication Number	Publication Date
EP0033907A2 true EP0033907A2 (fr)	1981-08-19
EP0033907A3 EP0033907A3 (en)	1981-11-11
EP0033907B1 EP0033907B1 (fr)	1983-07-20

Family

ID=25783540

Family Applications (1)

Application Number	Title	Priority Date	Filing Date
EP81100635A Expired EP0033907B1 (fr)	1980-02-04	1981-01-29	Méthode pour la fabrication d'un abri personnel

Country Status (3)

Country	Link
US (1)	US4370934A (fr)
EP (1)	EP0033907B1 (fr)
DE (1)	DE3160615D1 (fr)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number	Priority date	Publication date	Assignee	Title
FR2697564A1 (fr) *	1992-11-05	1994-05-06	Bibollet Jean Claude	Cellule comprenant une enceinte destinée au repos d'un utilisateur.
AT406175B (de) *	1996-02-02	2000-03-27	Rausch Peter	Sicherheitshaus

Families Citing this family (9)

* Cited by examiner, † Cited by third party
Publication number	Priority date	Publication date	Assignee	Title
US6003271A (en)	1997-09-25	1999-12-21	Boyer; Mark L.	Pre-cast security vault
US7849644B2 (en) *	2005-05-16	2010-12-14	Melesky James B	System for insulating attic openings
US8661750B2 (en)	2001-12-21	2014-03-04	James B. Melesky	Systems and methods for insulating attic openings
US7650722B1 (en) *	2001-12-21	2010-01-26	Melesky James B	Insulation cover for attic closures
JP5411431B2 (ja) *	2004-11-09	2014-02-12	カプロンインコーポレイテッド	スキンケアのための方法及び材料
CA2623067A1 (fr) *	2007-02-27	2008-08-27	Glenn Opendo	Ensemble de porte eclipsable pour abri portable
US8407964B1 (en)	2010-02-17	2013-04-02	Eric ROY	Building construction method
CN106470602B (zh) *	2014-07-03	2019-12-31	皇家飞利浦有限公司	医疗电极
US11274464B2 (en) *	2018-09-13	2022-03-15	Baker Engineering & Risk Consultants, Inc.	Fragment-, overpressure-, radiation-, and toxic-resistant emergency safety shelter

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number	Priority date	Publication date	Assignee	Title
GB482542A (en) *	1936-02-10	1938-03-31	Andre Louis Emile Maigret	Improvements relating to sealed shelters, notably those for protection against aerial or other bombardment
US3251159A (en) *	1961-10-27	1966-05-17	Siebert W Trice	Bomb and fall-out shelters
DE8002851U1 (de) *	1980-02-04	1980-05-22	Haeussler, Wilhelm, Dipl.-Ing. Dipl.- Kfm., 8960 Kempten	Begehbarer hohlkoerper zur verwendung als personenschutzraum

1981
- 1981-01-12 US US06/224,026 patent/US4370934A/en not_active Expired - Fee Related
- 1981-01-29 EP EP81100635A patent/EP0033907B1/fr not_active Expired
- 1981-01-29 DE DE8181100635T patent/DE3160615D1/de not_active Expired

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number	Priority date	Publication date	Assignee	Title
FR2697564A1 (fr) *	1992-11-05	1994-05-06	Bibollet Jean Claude	Cellule comprenant une enceinte destinée au repos d'un utilisateur.
WO1994010402A3 (fr) *	1992-11-05	1994-05-26	Jean-Claude Bibollet	Cellule comprenant une enceinte destinee au repos d'un utilisateur
AT406175B (de) *	1996-02-02	2000-03-27	Rausch Peter	Sicherheitshaus

Also Published As

Publication number	Publication date
EP0033907B1 (fr)	1983-07-20
DE3160615D1 (en)	1983-08-25
US4370934A (en)	1983-02-01
EP0033907A3 (en)	1981-11-11

Legal Events

Date	Code	Title	Description
1981-06-20	PUAI	Public reference made under article 153(3) epc to a published international application that has entered the european phase	Free format text: ORIGINAL CODE: 0009012
1981-08-19	AK	Designated contracting states	Designated state(s): AT BE CH DE FR GB IT LU NL SE
1981-09-11	PUAL	Search report despatched	Free format text: ORIGINAL CODE: 0009013
1981-11-11	AK	Designated contracting states	Designated state(s): AT BE CH DE FR GB IT LU NL SE
1982-02-24	17P	Request for examination filed	Effective date: 19811211
1983-03-29	ITF	It: translation for a ep patent filed
1983-05-21	GRAA	(expected) grant	Free format text: ORIGINAL CODE: 0009210
1983-07-20	AK	Designated contracting states	Designated state(s): AT BE CH DE FR GB IT LI LU NL SE
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1985-03-07	PGFP	Annual fee paid to national office [announced via postgrant information from national office to epo]	Ref country code: DE Payment date: 19850307 Year of fee payment: 5
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1987-09-16	GBPC	Gb: european patent ceased through non-payment of renewal fee
1987-09-16	NLV4	Nl: lapsed or anulled due to non-payment of the annual fee
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1995-01-31	EUG	Se: european patent has lapsed	Ref document number: 81100635.2 Effective date: 19870923

Publication	Publication Date	Title
DE1484046A1 (de)	1968-11-28	Gebaeudekonstruktion
EP0033907B1 (fr)	1983-07-20	Méthode pour la fabrication d'un abri personnel
DE2706888A1 (de)	1977-08-18	Form zur herstellung von beton- decken und -daechern
DE3443938A1 (de)	1986-06-05	Fertigbauteil
DE3521884C1 (de)	1986-10-09	Innenschalung für einen Personenschutzraum
DE2209377A1 (de)	1972-09-21	Wand-, insbesondere Trennwandelement
DE3039465A1 (de)	1982-04-29	Herstellung eines personenschutzbunkers
DE3400404C2 (de)	1998-04-09	Bauelement zur Herstellung von Gebäudeaußenwänden
DE3003988C2 (de)	1982-05-13	Personenschutzbunker
EP0106297A2 (fr)	1984-04-25	Elément de construction pour la fabrication de murs en béton et mur de bâtiment fabriqué avec celui-ci
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DE2941382A1 (de)	1981-04-23	Elektrisches schalthaus aus vorgefertigten beton-raumzellen
DE2219202A1 (de)	1973-10-25	Verfahren zum herstellen von mehrgeschossigen bauten aus raumzellen
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DE202019102611U1 (de)	2019-07-03	Trockenbau-Wandsystem
DE8002851U1 (de)	1980-05-22	Begehbarer hohlkoerper zur verwendung als personenschutzraum
DE10046138C2 (de)	2003-02-06	Fertigmodul für Gebäudeetagen eines Hauses und Verfahren zur Herstellung und Aufbau von Gebäudeteilen aus Fertigmodulen
DE7312496U (de)	1973-12-20	Feuerbeständige Bauplatte
AT364935B (de)	1981-11-25	Waerme- und schallisolierende verlorene schalung
DE20021804U1 (de)	2001-03-29	Wandkasten für Gebäudeaußenmauern
DE2121503A1 (de)	1971-11-18	Umschlossene Gebäudeeinheit
DE29619829U1 (de)	1997-01-09	Rolladensturz