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DE1260758B - Spherical air-raid shelter that can be produced in in-situ concrete - Google Patents

Spherical air-raid shelter that can be produced in in-situ concrete

Info

Publication number
DE1260758B
DE1260758B DEE21684A DEE0021684A DE1260758B DE 1260758 B DE1260758 B DE 1260758B DE E21684 A DEE21684 A DE E21684A DE E0021684 A DEE0021684 A DE E0021684A DE 1260758 B DE1260758 B DE 1260758B
Authority
DE
Germany
Prior art keywords
situ concrete
formwork
produced
concrete
spherical air
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
Application number
DEE21684A
Other languages
German (de)
Inventor
Friedrich Wilhelm Elbert
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.)
FRIEDRICH WILHELM ELBERT
Original Assignee
FRIEDRICH WILHELM ELBERT
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 FRIEDRICH WILHELM ELBERT filed Critical FRIEDRICH WILHELM ELBERT
Priority to DEE21684A priority Critical patent/DE1260758B/en
Publication of DE1260758B publication Critical patent/DE1260758B/en
Pending legal-status Critical Current

Links

Classifications

    • 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
    • E04H9/04Buildings, 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
    • E04H9/10Independent shelters; Arrangement of independent splinter-proof walls
    • E04H9/12Independent shelters; Arrangement of independent splinter-proof walls entirely underneath the level of the ground, e.g. air-raid galleries

Landscapes

  • 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)

Description

In Ortbeton herstellbarer kugelförmiger Luftschutzbau Gegenstand vorliegender Erfindung ist ein in Ortbeton herstellbarer kugelförmiger Luftschutzbau mit vorgeformter gewölbter Stahlbewehrung und einer inneren Schalung, die mit Ortbeton ausgegossen ist.Spherical air raid shelter that can be produced in in-situ concrete is the subject of the present invention Invention is a spherical air-raid shelter that can be produced in in-situ concrete and has a pre-formed arched steel reinforcement and an inner formwork, which is poured with in-situ concrete is.

Es ist bekannt, daß Stahlbeton als Baustoff für Bunkerbauten einer der zweckmäßigsten Werkstoffe ist.It is known that reinforced concrete is used as a building material for a bunker of the most suitable materials.

Es ist ein Schutzbau für Luftschutzzwecke bekannt, der als dünnwandige, eisenarmierte Betonhohlkugel mit einer einzigen seitlichen Zugangsöffnung ausgebildet ist, wobei die Wandstärke der Hohlkugel bei einem lichten Durchmesser von 2 bis 3 m höchstens unwesentlich mehr als 10 cm beträgt. Die Herstellung solcher Kugelformen im Spritzverfahren mit einer Luft- oder Wasserblase als innere Schalung ist jedoch sehr zeitraubend und teuer, wobei beim abschnittsweisen Schalen und Gießen insbesondere auch die Homogenität leidet. Ferner ist bei Holzaußenschalungen keine exakte Kugel herzustellen, es sei denn, daß man sich einer sehr aufwendigen Kleinkonstruktion bedient.It is a protective structure for air protection purposes known as thin-walled, Iron-reinforced concrete hollow sphere formed with a single side access opening is, the wall thickness of the hollow sphere with a clear diameter of 2 to 3 m is at most insignificantly more than 10 cm. The manufacture of such spherical shapes however, in the spraying process with an air or water bubble as the inner formwork very time-consuming and expensive, especially when peeling and pouring in sections the homogeneity also suffers. Furthermore, there is no exact sphere in the case of external wooden formwork to manufacture, unless you have a very complex small construction served.

Ein weiterer Nachteil des Standes der Technik besteht darin, daß eine wiederauszubauende Außenschalung aus Holz oder aus Metall die Baugrube wesentlich vergrößert und die Bauzeit um die Abbindezeit des Betons verlängert.Another disadvantage of the prior art is that a External formwork to be rebuilt made of wood or metal, the excavation pit is essential enlarged and the construction time extended by the setting time of the concrete.

Der vorliegenden Erfindung liegt die Aufgabe zugrunde, Schutzbauten in preiswerter Selbstbauweise schnell zu erstellen.The present invention is based on the object of protective structures to be built quickly and cheaply by yourself.

Die Lösung dieser Aufgabe wird nach der Erfindung darin gesehen, daß die Schalung als verlorene Schalung aus Asbestzement mit darin befindlicher Gitterwerkaussteifung nach dem Baukastenprinzip mit einem angeformten zylindrischen, senkrecht angeordneten Schalungsteil für einen Schacht ausgebildet ist.The solution to this problem is seen according to the invention that the formwork as permanent formwork made of asbestos cement with latticework reinforcement in it according to the modular principle with an integrally formed cylindrical, vertically arranged Formwork part is designed for a shaft.

Der Schutzbau nach der Erfindung soll möglichst außerhalb des Trümmerbereichs von Gebäuden in die Erde versenkt werden, wobei über dem Scheitelpunkt eine Erdüberdeckung von etwa 1,00 m vorzusehen ist.The protective structure according to the invention should as far as possible outside of the rubble area Buildings are sunk into the earth, with an earth covering over the apex of about 1.00 m is to be provided.

Der Schutzbau hat die Gestalt einer Hohlkugel, weil nur diese Form allseitig eine gleiche gute Ableitung bzw. Auflösung angreifender Kräfte bewirkt, und zwar sowohl gegen Luftstoß- als auch gegen Sogkräfte.The protective structure has the shape of a hollow sphere, because only this shape causes an equally good dissipation or dissolution of attacking forces on all sides, against both air blast and suction forces.

Ein Ausführungsbeispiel des Schutzbaus nach der Erfindung ist in der Zeichnung in zwei Schnitten, einer Draufsicht und einem Grundriß dargestellt.An embodiment of the protective structure according to the invention is in Drawing shown in two sections, a plan view and a plan.

Der Schutzbau hat nach einer bevorzugten Ausführungsform einen Rauminhalt von etwa 15 cbm und kann als Schutzraum für fünf Personen benutzt werden. Die Asbestzementschalung und die Gitterwerkaussteifung werden vorzugsweise vorgefertigt verwendet.According to a preferred embodiment, the protective structure has a volume of about 15 cbm and can be used as a shelter for five people. The asbestos-cement formwork and the lattice stiffeners are preferably used prefabricated.

Der Ein- und Ausstieg besteht vorzugsweise aus einem senkrecht auf der Kugel sitzenden zylindrischen Schacht, der im Falle höchster Gefahr ein Hineinrutschen von Personen in den Luftschutzbau ermöglicht, wobei der Aufprall durch eine gefederte Fläche aufgefangen werden soll.The entry and exit preferably consists of a vertical the ball seated cylindrical shaft, which in the case of greatest danger slipping into it of people in the air raid shelter, the impact being through a sprung Area is to be caught.

Gemäß einer bevorzugten Ausführungsform soll die Wandung für die Hohlkugel und den Schacht genügend dick sein und aus höchstwertigem Stahlbeton bestehen. Für die verlorene Schalung aus Asbestzement können Halbkugelschalen verwendet werden, wobei die Außenschalung bituminiert sein soll.According to a preferred embodiment, the wall for the hollow sphere and the shaft be sufficiently thick and made of the highest quality reinforced concrete. For the lost formwork made of asbestos cement, hemispherical shells can be used, whereby the outer formwork should be bituminized.

Als Verschluß soll ein mit Ausgleichgewicht versehener Stahldeckel verwendet werden. Der Schutzbau soll ferner vorzugsweise durch vier Asbestzementkanäle oder durch einbetonierte Plastikschläuche mit Regulierschieber schnorchelartig be-und entlüftbar sein. Es kann an ihm ein außerhalb liegender Satellitenbehälter angeschlossen sein.A steel cover provided with a counterweight should be used as a closure be used. The protective structure should also preferably be made up of four asbestos-cement channels or by means of plastic hoses embedded in concrete with regulating slides to and from snorkeling be ventable. An external satellite container can be connected to it be.

Der Schutzbau nach der Erfindung garantiert als familieneigener und in seiner Größe familiengerechter Schutzbau zwangläufig eine weite Streuung der Schutzräume, so daß im Falle von Angriffen ein Minimum an Menschenverlusten entsteht.The protective structure according to the invention guaranteed as family-owned and In its size, family-friendly protective structure inevitably has a wide spread of Shelters so that there is a minimum of human loss in the event of attacks.

Claims (1)

Patentanspruch: In Ortbeton herstellbarer kugelförmiger Luftschutzbau mit vorgeformter, gewölbter Stahlbewehrung und einer inneren Schalung, die mit Ortbeton ausgegossen ist, d a d u r c h g e k e n n -z e i c h n e t, daß die Schalung als verlorene Schalung aus Asbestzement mit darin befindlicher Gitterwerkaussteifung nach dem Baukastenprinzip mit einem angeformten zylindrisehen, senkrecht angeordneten Schulungsteil für einen Schacht ausgebildet ist. In Betracht gezogene Druckschriften: Deutsche Patentschriften Nr. 871506, 889 692, 892 511; deutsche Auslegeschrift Nr. 1052102; französische Patentschrift Nr. 562 251; USA.-Patentschrift Nr. 2 629 348; »Concrete Building und Concrete Products«, Heft 6/1958, S.179; »Ziviler Luftschutz«, Heft 10/1957, S. 264.Claim: Spherical air-raid shelter that can be produced in in-situ concrete with preformed, arched steel reinforcement and an inner formwork covered with in-situ concrete is poured out that the formwork as permanent formwork made of asbestos cement with latticework reinforcement in it according to the modular principle with a molded cylindrical view, perpendicular arranged training part is designed for a shaft. Considered Publications: German Patent Nos. 871506, 889 692, 892 511; German Interpretative Document No. 1052102; French Patent No. 562,251; U.S. Patent No. 2,629,348; "Concrete Building and Concrete Products", issue 6/1958, p.179; “Civilian Luftschutz ", issue 10/1957, p. 264.
DEE21684A 1961-09-18 1961-09-18 Spherical air-raid shelter that can be produced in in-situ concrete Pending DE1260758B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
DEE21684A DE1260758B (en) 1961-09-18 1961-09-18 Spherical air-raid shelter that can be produced in in-situ concrete

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DEE21684A DE1260758B (en) 1961-09-18 1961-09-18 Spherical air-raid shelter that can be produced in in-situ concrete

Publications (1)

Publication Number Publication Date
DE1260758B true DE1260758B (en) 1968-02-08

Family

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Family Applications (1)

Application Number Title Priority Date Filing Date
DEE21684A Pending DE1260758B (en) 1961-09-18 1961-09-18 Spherical air-raid shelter that can be produced in in-situ concrete

Country Status (1)

Country Link
DE (1) DE1260758B (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0005133A3 (en) * 1978-04-26 1979-12-12 Svenska Vägaktiebolaget Explosion-proof plant for the storage of liquid gas
DE3003988A1 (en) * 1980-02-04 1981-08-13 Wilhelm Dipl.-Ing. Dipl.-Kfm. 8960 Kempten Häußler Transportable hollow concrete unit serving as shelter - has ceiling casting apertures opening into mould formed by wall pair
DE3039465A1 (en) * 1980-10-18 1982-04-29 Wilhelm Dipl.-Ing. Dipl.-Kfm. 8960 Kempten Häußler Private air raid shelter - is made from prefabricated shells with gap between walls filled with concrete on site

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR562251A (en) * 1923-02-15 1923-11-08 Merz & Cie Process for obtaining, by casting, flat walls, capable of being directly lined
US2629348A (en) * 1950-09-21 1953-02-24 Kifferstein Harry Bomb shelter
DE871506C (en) * 1937-10-26 1953-03-23 Theodor Wilhelm Dr-I Pfirrmann Half-timbered wall constructed from prefabricated parts in the manner of a timber framework
DE889692C (en) * 1944-02-15 1953-09-14 Sylvester Dipl-Ing Laible bunker
DE892511C (en) * 1951-12-30 1953-10-08 Dyckerhoff & Widmann Ag Air raid protection system
DE1052102B (en) * 1952-11-29 1959-03-05 Sylvester Laible Dipl Ing Bunker for air raid purposes

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR562251A (en) * 1923-02-15 1923-11-08 Merz & Cie Process for obtaining, by casting, flat walls, capable of being directly lined
DE871506C (en) * 1937-10-26 1953-03-23 Theodor Wilhelm Dr-I Pfirrmann Half-timbered wall constructed from prefabricated parts in the manner of a timber framework
DE889692C (en) * 1944-02-15 1953-09-14 Sylvester Dipl-Ing Laible bunker
US2629348A (en) * 1950-09-21 1953-02-24 Kifferstein Harry Bomb shelter
DE892511C (en) * 1951-12-30 1953-10-08 Dyckerhoff & Widmann Ag Air raid protection system
DE1052102B (en) * 1952-11-29 1959-03-05 Sylvester Laible Dipl Ing Bunker for air raid purposes

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0005133A3 (en) * 1978-04-26 1979-12-12 Svenska Vägaktiebolaget Explosion-proof plant for the storage of liquid gas
DE3003988A1 (en) * 1980-02-04 1981-08-13 Wilhelm Dipl.-Ing. Dipl.-Kfm. 8960 Kempten Häußler Transportable hollow concrete unit serving as shelter - has ceiling casting apertures opening into mould formed by wall pair
DE3039465A1 (en) * 1980-10-18 1982-04-29 Wilhelm Dipl.-Ing. Dipl.-Kfm. 8960 Kempten Häußler Private air raid shelter - is made from prefabricated shells with gap between walls filled with concrete on site

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