US3832958A - Building for explosive dangerous materials - Google Patents

Building for explosive dangerous materials Download PDF

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Publication number
US3832958A
US3832958A US00332164A US33216473A US3832958A US 3832958 A US3832958 A US 3832958A US 00332164 A US00332164 A US 00332164A US 33216473 A US33216473 A US 33216473A US 3832958 A US3832958 A US 3832958A
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US
United States
Prior art keywords
sand
inner shell
shell
building structure
building
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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.)
Expired - Lifetime
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US00332164A
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English (en)
Inventor
H Hiorth
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.)
Dyno Industrier AS
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Dyno Industrier AS
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 Dyno Industrier AS filed Critical Dyno Industrier AS
Application granted granted Critical
Publication of US3832958A publication Critical patent/US3832958A/en
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    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/62—Insulation or other protection; Elements or use of specified material therefor
    • E04B1/92—Protection against other undesired influences or dangers
    • E04B1/98—Protection against other undesired influences or dangers against vibrations or shocks; against mechanical destruction, e.g. by air-raids

Definitions

  • the invention relates to a new construction for a confined space such as a building for containing dangerous explosive material, for instance a building adapted to be used in connection with the production, handling and/or storing of explosives, ammunition or other explosive goods.
  • the walls of the building comprises an internal and an external cylindrical shell construction with upwardly open cylindrical shells, the
  • the shells are attached to a circular flooror bottom plate.
  • the roof construction of the building comprises a web structure anchored to the internal cylindrical shell and on top of which web structure is positioned a' cover which preferably should be of resolved or defibrated material. On top of the cover is positioned a layer of sand, and finally a roof covering on top of the sand layer.
  • the present invention relates to a new construction for a confined space such as a building for containing dangerous explosive material, for instance a building adapted to be used in connection with the production, handling and/or storing of explosives, ammunition or other explosive goods.
  • the main object of the present invention is to provide a building construction by which an internal explosion results in no dangerous thrown pieces from the building itself.
  • the construction should furthermore be such that fragments from equipment and the like in the building and which hit the walls, are caught up in the walls.
  • a further object is to provide a building construction which results in that fragments and the like which by an internal explosion strike the roof structure, are caught up therein and guided vertically upwards together with the sand layer which as a pre-condition constitutes the substantial part of the blowable or escapable part of the roof structure.
  • the walls of the building comprise an internal and an external cylindrical shell construction with upwardly open cylindrical shells, the spacing therebetween being filled with sand.
  • the shells are attached to a circular floor or bottom plate.
  • the roof construction of the building comprises a web structure anchored to the internal cylindrical shell and on top of which web structure is positioned a cover which preferably should be of resolved or defibrated material. On top of the cover is positioned a layer of sand, and finally a roof covering on top of the sand layer.
  • the building has a frame or core of steel and comprises two concentric, cylindrical steel shells which are welded to a circular bottom plate of steel, and at a distance below the upper edge of the inner shell is provided anchoring means for the supporting web structure for the roof.
  • the building construction in accordance with the invention is particularly economically attractive for explosive concentrations corresponding to less than 6 kilos TNT per m building space below the web structure, and the steel structure should be calculated on this basis such that it is not loaded beyond its dynamic tensile or break strength.
  • the supporting web structure of the roof structure has such a design that it does not prevent radial deformations of the wall construction.
  • Pieces of goods from the source of explosion which move against the roof will, due to the very high initial velocity, penetrate into the sand layer before the sand is able to leave the building. Thereby these pieces will be slowed down and more or less be guided by the sand mass in a direction vertically upwards.
  • FIG. 3 is a horizontal sectional view similar to FIG. 2, but which illustrates a preferred embodiment for the web structure in the roof construction.
  • a so-called cage structure or a web structure 4 includes a number of steel beams which are anchored, preferably welded, to the internal cylindrical shell at a level below the top thereof.
  • the ribs or beams have a large height relative to their width, and the attachment of the beams to shell 2 is of a predetermined strength that for an explosion of anticipated strength the beams will remain in position at one or both ends thereof.
  • the number 5 designates a cover of light resolvable material which may be easily defibrated, for instance balsa wood or the like.
  • the number 6 designates a plastics sheeting which functions as a moisture barrier and also as a ceiling or linear for the sand layer 7, which comprises finely divided, dry sand.
  • the sand layer 7 which comprises finely divided, dry sand.
  • the entire building is preferably biased or supported on a sand bed having a binding layer, for instance asphalt, on top thereof.
  • a layer of insulation 9, l0 and 11 on the inside of the outer shell, on top of the sand layers and on the outside of the sand bed, respectively.
  • roof covering is preferably utilized a reinforced plastics sheeting or plastics film 12, which may be attached with an attaching means 13 along the circumferential edge of the outer cylinder shell.
  • the sand layer 7 of the roof construction is shaped to be flush with the cylinder shells and is otherwise adapted such that the roof covering has a uniform slope towards the outer cylinder shell.
  • an air vent l4 On top in the center of the roof covering is provided an air vent l4.
  • the wall construction is provided with a door opening structure in the shape of a tubular tunnel 17, which preferably is continually welded to the inner shell and outer shell, respectively, and along the bottom plate 1.
  • a lower part of the inner shell is not cut away and forms a door sill 19.
  • the door 15 itself is as shown shaped with a curvature conforming to the curvature of the inner shell and is preferably hinged such that it, when closed, overlaps the adjacent edges of the inner shell.
  • FIG. 3 illustrates a modified embodiment of the rib structure in the roof construction of the building
  • the separate rib elements 4 in the rib structure comprise steel section elements mounted in a pattern which can be compared with spokes excentrical relative to the centre of the shell and each of which are welded to the inside of the internal shell and at an angle directly to each other, respectively.
  • the'rib elements partly will be bent, partly twisted with comparatively little risk that the rib structure will be torn loose from the inner shell construction or be disintegrated in consequence of a detonation in the building.
  • a building structure for the storage or production of explosive materials comprising:
  • an outer cylindrical metal shell rigidly attached at the bottom thereof to said floor plate, said outer shell being arranged coaxially around said inner shell with a cylindrical space between said inner and outer shells, said cylindrical space being filled with sand;
  • said cover and outer roof covering being formed of materials incapable of being broken into projectiles upon being lifted upwardly by an explosion within said inner shell.
  • a building structure as claimed in claim 1 further comprising a tunnel-shaped opening extending through said inner shell and said outer shell, and a curved door positioned within said inner shell for selectively closing said opening.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Environmental & Geological Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)
  • Building Environments (AREA)
  • Compositions Of Macromolecular Compounds (AREA)
US00332164A 1972-02-17 1973-02-13 Building for explosive dangerous materials Expired - Lifetime US3832958A (en)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
NO00476/72A NO127021B (xx) 1972-02-17 1972-02-17

Publications (1)

Publication Number Publication Date
US3832958A true US3832958A (en) 1974-09-03

Family

ID=19877625

Family Applications (1)

Application Number Title Priority Date Filing Date
US00332164A Expired - Lifetime US3832958A (en) 1972-02-17 1973-02-13 Building for explosive dangerous materials

Country Status (8)

Country Link
US (1) US3832958A (xx)
JP (1) JPS5737740B2 (xx)
CA (1) CA964828A (xx)
DE (1) DE2307865C2 (xx)
GB (1) GB1420476A (xx)
NO (1) NO127021B (xx)
SE (1) SE385721B (xx)
ZA (1) ZA73749B (xx)

Cited By (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0028141A1 (en) * 1979-10-26 1981-05-06 Dyno Industrier A/S Building for detonating explosives
WO1995005513A1 (en) * 1993-08-19 1995-02-23 Blazley Designs Pty. Ltd. Explosion resistant building structures
WO2005038388A3 (de) * 2003-10-18 2007-03-29 Stephan Hauser Mobiler munitionsbehälter und mobiler bunker bzw. unterstand sowie verfahren und verwendung einer bewehrungsmatte zur herstellung derartiger behälter und bunker (unterstände)
WO2008127466A2 (en) * 2007-01-10 2008-10-23 Bastogne Manufacturing, Llc Blast resistant shelter
DE19855567B4 (de) * 1998-12-02 2010-01-21 Siegfried Gebhart Tresor
US20100107938A1 (en) * 2007-05-15 2010-05-06 Hesco Bastion Limited Protective shelter
US20100199892A1 (en) * 2006-01-08 2010-08-12 Specialty Hardware L.P. Projectile-resistant wall structure with internal bag
EP2273021A1 (en) 2009-06-12 2011-01-12 AS Amhold Storage facility for explosive substances
US20110041678A1 (en) * 2008-11-07 2011-02-24 Hesco Bastion Limited Protective shelter
US20130047829A1 (en) * 2010-04-23 2013-02-28 Hesco Bastion Limited Protective shelter
CN106368479A (zh) * 2016-10-26 2017-02-01 山东大学 一种多点下料架空钢混凝土组合结构煤仓仓底结构及煤仓
CN110700734A (zh) * 2019-10-25 2020-01-17 浙江路捷顺汽车制造有限公司 一种抗爆性能较好的移动炸药库

Families Citing this family (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0369694U (xx) * 1989-11-14 1991-07-11
JP5297018B2 (ja) * 2007-10-19 2013-09-25 大野 真紀子 貯蔵倉庫
JP5393970B2 (ja) * 2007-10-19 2014-01-22 大野 真紀子 貯蔵倉庫
JP5363140B2 (ja) * 2009-02-26 2013-12-11 シバタ工業株式会社 貯蔵倉庫
JP5643883B2 (ja) * 2013-08-08 2014-12-17 シバタ工業株式会社 貯蔵倉庫
CN110821220A (zh) * 2019-11-11 2020-02-21 浏阳市华冠出口花炮集团有限公司 一种向天泄爆工房

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US701922A (en) * 1901-08-21 1902-06-10 Peter J Nelson Construction of forts.
US1467121A (en) * 1921-12-05 1923-09-04 Julian C Smith Heat-insulated structure
US1516597A (en) * 1923-05-05 1924-11-25 Graver Samuel Double corncrib and granary
US3076317A (en) * 1960-09-26 1963-02-05 Chicago Bridge & Iron Co Insulating foundation for cryogenic storage tank
US3514913A (en) * 1968-02-02 1970-06-02 Pittsburgh Des Moines Steel Insulating foundation for a low temperature storage tank
US3538661A (en) * 1968-10-04 1970-11-10 Pittsburgh Des Moines Steel Liquid storage container
US3552330A (en) * 1969-03-27 1971-01-05 Fmc Corp Armored closure for an aircraft hangar

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE404197C (de) * 1924-10-13 Fausta Baratta Sicherheitslagerraum fuer Sprengstoffe
DE6753773U (de) * 1968-09-24 1969-10-09 Hans Mueller Bauingenieur Vdi Bauelement fuer luftdruck - und splitterschutzwand.

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US701922A (en) * 1901-08-21 1902-06-10 Peter J Nelson Construction of forts.
US1467121A (en) * 1921-12-05 1923-09-04 Julian C Smith Heat-insulated structure
US1516597A (en) * 1923-05-05 1924-11-25 Graver Samuel Double corncrib and granary
US3076317A (en) * 1960-09-26 1963-02-05 Chicago Bridge & Iron Co Insulating foundation for cryogenic storage tank
US3514913A (en) * 1968-02-02 1970-06-02 Pittsburgh Des Moines Steel Insulating foundation for a low temperature storage tank
US3538661A (en) * 1968-10-04 1970-11-10 Pittsburgh Des Moines Steel Liquid storage container
US3552330A (en) * 1969-03-27 1971-01-05 Fmc Corp Armored closure for an aircraft hangar

Cited By (19)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0028141A1 (en) * 1979-10-26 1981-05-06 Dyno Industrier A/S Building for detonating explosives
WO1995005513A1 (en) * 1993-08-19 1995-02-23 Blazley Designs Pty. Ltd. Explosion resistant building structures
US5655338A (en) * 1993-08-19 1997-08-12 Blazley Designs Pty Ltd. Explosion resistant building structures
DE19855567B4 (de) * 1998-12-02 2010-01-21 Siegfried Gebhart Tresor
WO2005038388A3 (de) * 2003-10-18 2007-03-29 Stephan Hauser Mobiler munitionsbehälter und mobiler bunker bzw. unterstand sowie verfahren und verwendung einer bewehrungsmatte zur herstellung derartiger behälter und bunker (unterstände)
US8161710B2 (en) * 2006-01-08 2012-04-24 Specialty Hardware L.P. Projectile-resistant wall structure with internal bag
US20100199892A1 (en) * 2006-01-08 2010-08-12 Specialty Hardware L.P. Projectile-resistant wall structure with internal bag
WO2008127466A2 (en) * 2007-01-10 2008-10-23 Bastogne Manufacturing, Llc Blast resistant shelter
WO2008127466A3 (en) * 2007-01-10 2009-01-08 Bastogne Mfg Llc Blast resistant shelter
US20110023759A1 (en) * 2007-01-10 2011-02-03 Bastogne Manufacturing, Llc Blast Resistant Shelter
US20100107938A1 (en) * 2007-05-15 2010-05-06 Hesco Bastion Limited Protective shelter
US8434270B2 (en) * 2007-05-15 2013-05-07 Hesco Bastion Limited Protective shelter
GB2465182B (en) * 2008-11-07 2013-07-31 Hesco Bastion Ltd Protective shelter
US20110041678A1 (en) * 2008-11-07 2011-02-24 Hesco Bastion Limited Protective shelter
US8549792B2 (en) * 2008-11-07 2013-10-08 Hesco Bastion Limited Protective shelter
EP2273021A1 (en) 2009-06-12 2011-01-12 AS Amhold Storage facility for explosive substances
US20130047829A1 (en) * 2010-04-23 2013-02-28 Hesco Bastion Limited Protective shelter
CN106368479A (zh) * 2016-10-26 2017-02-01 山东大学 一种多点下料架空钢混凝土组合结构煤仓仓底结构及煤仓
CN110700734A (zh) * 2019-10-25 2020-01-17 浙江路捷顺汽车制造有限公司 一种抗爆性能较好的移动炸药库

Also Published As

Publication number Publication date
GB1420476A (en) 1976-01-07
SE385721B (sv) 1976-07-19
NO127021B (xx) 1973-04-24
JPS4893133A (xx) 1973-12-03
ZA73749B (en) 1973-10-31
DE2307865C2 (de) 1984-06-28
JPS5737740B2 (xx) 1982-08-11
CA964828A (en) 1975-03-25
DE2307865A1 (de) 1973-08-23

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