US20060185292A1 - Construction for buildings protected against radiation - Google Patents

Construction for buildings protected against radiation Download PDF

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Publication number
US20060185292A1
US20060185292A1 US10/542,155 US54215503A US2006185292A1 US 20060185292 A1 US20060185292 A1 US 20060185292A1 US 54215503 A US54215503 A US 54215503A US 2006185292 A1 US2006185292 A1 US 2006185292A1
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Prior art keywords
concrete
construction
gypsum
walls
radiation
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Abandoned
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US10/542,155
Inventor
Jan Forster
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Individual
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Individual
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Publication of US20060185292A1 publication Critical patent/US20060185292A1/en
Priority to US12/639,646 priority Critical patent/US8042314B2/en
Abandoned legal-status Critical Current

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Classifications

    • G—PHYSICS
    • G21—NUCLEAR PHYSICS; NUCLEAR ENGINEERING
    • G21F—PROTECTION AGAINST X-RADIATION, GAMMA RADIATION, CORPUSCULAR RADIATION OR PARTICLE BOMBARDMENT; TREATING RADIOACTIVELY CONTAMINATED MATERIAL; DECONTAMINATION ARRANGEMENTS THEREFOR
    • G21F1/00—Shielding characterised by the composition of the materials
    • G21F1/12—Laminated shielding materials
    • G—PHYSICS
    • G21—NUCLEAR PHYSICS; NUCLEAR ENGINEERING
    • G21F—PROTECTION AGAINST X-RADIATION, GAMMA RADIATION, CORPUSCULAR RADIATION OR PARTICLE BOMBARDMENT; TREATING RADIOACTIVELY CONTAMINATED MATERIAL; DECONTAMINATION ARRANGEMENTS THEREFOR
    • G21F3/00—Shielding characterised by its physical form, e.g. granules, or shape of the material

Definitions

  • the invention relates to a construction with walls, ceilings, and/or floors as parts of the building, especially for buildings protected against radiation in which the parts of the building are made of reinforced concrete.
  • remodeling is necessary since the proton treatment equipment has a limited service life and is usually leased because it is so expensive.
  • the time at which the devices are dismantled and hence (in certain circumstances) the building is remodeled can be predicted.
  • the task of the present invention is therefore to create an economical construction, especially for radiation rooms, that meets the high demands of radiation screening and that may be remodeled economically if necessary.
  • the task is solved by the features of claim 1 .
  • a building part of the construction is manufactured in a sandwich design.
  • the building part has one layer of a material that protects against radiation and at least one layer of concrete.
  • the concrete layer primarily serves as a type of shell for holding the antiradiation material.
  • the concrete layer can also help screen against radiation.
  • the material that protects against radiation is on the side of the concrete layer facing away from the radiation room.
  • Water especially bound water, has proven to be a particularly effective material to protect against radiation.
  • the water is bound to a solid material, and usually at least the same antiradiation effect arises as with unbound water.
  • the antiradiation material is natural, unfired calcium sulfate dihydrate.
  • Calcium sulfate dihydrate is natural gypsum, and is particularly suitable as an antiradiation material because it binds water particularly well.
  • An easy and fast mode of assembly is to slide into a cavity antiradiation material made of gypsum panels that can be free-standing or mortared in. This type of construction is particularly advantageous for large, straight walls.
  • the antiradiation material is pourable hardened granular gypsum.
  • Gypsum in this form is easy to manufacture, transport and process.
  • the particle size of the gypsum granules is 40 mm and below, the granules can be easily and compactly poured into the provided cavities. Such a particle size can be economically manufactured.
  • the antiradiation material is advantageously compressed. This prevents undesirable cavities from arising in unfavorable circumstances that could impair the protection from radiation.
  • the layer thickness of the antiradiation material is selected as a function of the radiation intensity to be screened, different radiation protection can be achieved with the same material.
  • the antiradiation material When the antiradiation material is poured between a construction pit structure, in particular a sheet piling wall, and the concrete layer is poured in and possibly compressed, it achieves effective radiation protection for the environment, such as the groundwater.
  • the antiradiation material is between two layers of concrete.
  • the antiradiation material can be easily and quickly set up, which makes building the construction faster and more economical.
  • prefabricated concrete parts can be used for particularly fast and economical construction.
  • the use of prefabricated concrete parts is particularly advantageous and an inventive embodiment of the invention.
  • the building part consists of two spaced double walls and if the space between the two double walls is filled with antiradiation material, it is particularly economical to construct the radiation protection wall with a sandwich design.
  • the double walls serve as permanent framework for the site-poured concrete that fills the gap between the two walls.
  • the two double walls also serve as a permanent framework for the actual antiradiation material.
  • the double walls are connected with tie rods running perpendicular to their lengthwise extension, the double walls are prevented from bulging when the antiradiation material is poured in, and the static strength of the double walls and concrete layer is increased.
  • the double wall is advantageously made of prefabricated concrete panels with essentially parallel, spaced walls.
  • the individual walls are in particular connected with wall lattice girders. Such double walls are relatively easy to make and transport.
  • connecting elements for two double wall elements and/or one double wall element and a ceiling element are welded or screwed together, it produces a stable shell for pouring concrete into the cavity between the wall elements to yield a uniform, seamless concrete layer.
  • the wall lattice girders between the wall elements are corrosion-resistant or are made of high-grade steel, impermissible corrosion and static weakness to the concrete layer are prevented.
  • the construction is advantageously built of antiradiation material. This protects the groundwater from radiation.
  • FIG. 1 shows a plan of Construction according to the invention
  • FIG. 2 shows a cross-section of a Construction according to the invention
  • FIG. 3 shows a cross-section of a sandwich design according to the invention with double concrete walls.
  • the plan in FIG. 1 shows a construction (1) manufactured according to the invention.
  • the construction (1) is surrounded by dirt (2) on three sides.
  • An outer wall (3) of the construction (1) is at a distance from the dirt (2).
  • a gypsum shell (4) is between the outer wall (3) and the dirt (2).
  • the gypsum shell (4) is the antiradiation layer and provides the basic radiation protection of the construction (1) to the outside.
  • the gypsum material used for the gypsum shell (4) consists of natural, unfired calcium sulfate hydrate and is poured in the form of hardened, granulated gypsum between the outer wall (3) and the dirt (2), or a sheet pile wall installed during construction that retains the dirt (2).
  • the sheet pile wall is removed after the gypsum material is poured into the gap, and compressed if applicable.
  • the gypsum shell (4) is given a specific thickness arising from the specific distance between the sheet pile wall and the outer wall (3) to provide a specific radiation protection for the environment.
  • the construction (1) in which radiation is generated is therefore screened from the environment to prevent damage to the environment.
  • the outer wall (3) preferably consists of a concrete layer of heavy concrete that can contain iron additives to additionally provide radiation protection for the environment.
  • Another type of sandwich design is provided for the inner walls (5) of the construction (1).
  • Two concrete layers (6) are provided at a distance from each other.
  • Antiradiation material preferably in the form of gypsum, is poured between the concrete layers (6).
  • the granulated gypsum with a diameter less than 40 mm in a particularly preferable embodiment is poured into the gap between the two cement layers (6) and possibly compressed.
  • gypsum panels can be installed instead of the granules. This can provide additional stability and in certain circumstances improve radiation protection. In some designs, the gypsum panels can be installed more quickly and economically.
  • the gypsum has a large amount of bound water and is therefore highly suitable as antiradiation material.
  • the thickness of the gypsum or antiradiation layer can be selected as a function of the desired radiation protection. A thicker gypsum layer provides greater protection of neighboring rooms, and a thinner gypsum layer is sufficient when less screening is desired.
  • Additives such as hydragillite, aluminum hydrate or magnesium sulfate can be added to the gypsum (7) to improve radiation protection. However, this is only necessary if extremely high radiation protection is required.
  • the concrete layer (6) can either be made of site-mixed concrete that can be heavy concrete with iron additives, or it can consist of the double walls as shown in FIG. 3.
  • FIG. 2 shows a section of a construction (1) according to the intention.
  • the construction (1) is buried in the earth (2).
  • the gypsum shell (4) also surrounds the building protecting it from the earth (2) and prevents the radiation generated in the construction (1) from entering the earth (2). This reliably prevents groundwater from being irradiated.
  • the inner walls (5) of the construction (1) also consist of two concrete layers (6) and the gypsum (7) between them.
  • a ceiling (8) lies on the concrete layers (6) and covers the top of the respective room of the construction (1).
  • an additional gypsum ceiling (9) is above the ceiling (8).
  • the gypsum ceiling (9) prevents radiation from exiting upward.
  • the area above the gypsum ceiling (9) can be for normal uses such as a lawn or parking area.
  • the gypsum ceiling (9) is poured over the ceiling openings between the concrete layers (6). Material from the gypsum ceiling (9) will penetrate the gaps between the concrete layers (6) if the gypsum (7) between the concrete layers (6) actually settles. Settling can however be avoided if the gypsum (7) is compressed when it is poured to give it a lasting density.
  • the construction (1) is built on a floor slab (10) that rests on the gypsum shell (4).
  • the gypsum shell (4) provides enough support to reliably hold the construction (1).
  • FIG. 3 shows a section of an inner wall (5) according to the invention that is made in a sandwich design.
  • the inner wall (5) consists of two concrete layers (6) with gypsum (7) between them.
  • the concrete layers (6) are made of double walls (1)1.
  • Each double wall (11) consists of prefabricated concrete panels with essentially parallel, spaced walls (12).
  • the walls (12) are connected with a wall lattice girder (13) that can be made of corrosion resistant steel or high-grade steel.
  • the wall lattice girders (13) hold the walls (12) at a distance from each other and enable fast construction.
  • the walls (12) are erected and form a type of permanent framework between which site-mixed concrete (14) is poured. This produces a compact concrete layer (6).
  • the two concrete layers (6) can be connected to each other with a tie rod (15) for static reinforcement to prevent the concrete layers (6) from bulging when the gypsum (7) is poured in.
  • the tie rod (15) is advantageously connected to the inside walls of the double walls (11) and not to the outside walls (12) to prevent radiation from entering the environment via the tie rods (15).
  • gypsum or other materials can be poured into the double wall (11). This creates a certain connection between neighboring double walls and also improves radiation protection.
  • the double walls (11) can either be connected by means of these fillers or by additional connecting means such as metal parts.
  • double walls (11) can for example be welded at provided connecting sites to ensure a tight bond and prevent shifting while pouring the site-mixed concrete (14).
  • site-mixed concrete (14) When the double walls (11) are filled with site-mixed concrete (14), a seamless, uniform and continuous concrete layer (6) is obtained when several double walls (11) are used.
  • the sandwich design can be created using the two double walls (11) shown in FIG. 3, or a double wall (11) and a layer of site-mixed concrete, or a sheet wall, or simply the dirt surrounding the building.
  • the concrete layers (6) can be filled with special concrete that provides a certain degree of radiation protection.
  • the thickness of the gypsum layer (7) can depend on the radiation protection requirements. It can range from a few centimeters to several meters.
  • the concrete layer (6) is normally approximately 3 cm thick. However, this thickness can vary depending on the radiation protection requirements or static requirements.
  • the thicknesses of the walls (12) of the double wall (11) can be the same or different. They can be made of conventional concrete or antiradiation concrete such as heavy concrete with iron additives.

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  • Physics & Mathematics (AREA)
  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • High Energy & Nuclear Physics (AREA)
  • Building Environments (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)
  • Laminated Bodies (AREA)
  • Chemical Or Physical Treatment Of Fibers (AREA)
  • Vehicle Interior And Exterior Ornaments, Soundproofing, And Insulation (AREA)
  • Compositions Of Macromolecular Compounds (AREA)
  • Fireproofing Substances (AREA)

Abstract

In a construction with walls, ceilings, and/or floors as parts of the building, especially for buildings protected against radiation, the parts of the building are made of reinforced concrete. The part of the building in a sandwich design, and one layer is made of a material that protects against radiation, and at least one layer of is made of concrete.

Description

  • The invention relates to a construction with walls, ceilings, and/or floors as parts of the building, especially for buildings protected against radiation in which the parts of the building are made of reinforced concrete.
  • Buildings protected against radiation are necessary for example in the field of medicine with rooms in which radiation occurs, i.e. proton treatment rooms, that must be shielded so that the radiation cannot leave the treatment room. In a known design, extremely thick, solid, reinforced concrete walls are used for the rooms. Such a design is extremely expensive, and in addition, remodeling the building requires a great deal of effort.
  • In certain circumstances, remodeling is necessary since the proton treatment equipment has a limited service life and is usually leased because it is so expensive. The time at which the devices are dismantled and hence (in certain circumstances) the building is remodeled can be predicted.
  • The task of the present invention is therefore to create an economical construction, especially for radiation rooms, that meets the high demands of radiation screening and that may be remodeled economically if necessary.
  • The task is solved by the features of claim 1.
  • According to the invention, a building part of the construction is manufactured in a sandwich design. With its sandwich design, the building part has one layer of a material that protects against radiation and at least one layer of concrete. The concrete layer primarily serves as a type of shell for holding the antiradiation material. In addition, if the concrete layer is correspondingly designed, the concrete layer can also help screen against radiation.
  • In a particularly preferred embodiment, the material that protects against radiation is on the side of the concrete layer facing away from the radiation room.
  • Water, especially bound water, has proven to be a particularly effective material to protect against radiation. To prevent moisture in the rooms, the water is bound to a solid material, and usually at least the same antiradiation effect arises as with unbound water.
  • It is particularly advantageous when the antiradiation material is natural, unfired calcium sulfate dihydrate. Calcium sulfate dihydrate is natural gypsum, and is particularly suitable as an antiradiation material because it binds water particularly well.
  • An easy and fast mode of assembly is to slide into a cavity antiradiation material made of gypsum panels that can be free-standing or mortared in. This type of construction is particularly advantageous for large, straight walls.
  • To make construction particularly easy, the antiradiation material is pourable hardened granular gypsum. Gypsum in this form is easy to manufacture, transport and process.
  • When the particle size of the gypsum granules is 40 mm and below, the granules can be easily and compactly poured into the provided cavities. Such a particle size can be economically manufactured.
  • The antiradiation material is advantageously compressed. This prevents undesirable cavities from arising in unfavorable circumstances that could impair the protection from radiation.
  • If the layer thickness of the antiradiation material is selected as a function of the radiation intensity to be screened, different radiation protection can be achieved with the same material.
  • It is advantageous when additives consisting of gibbsite, hydragillite, aluminum hydrate or magnesium sulfate are added to the antiradiation material. This can increase the protective effect.
  • When the antiradiation material is poured between a construction pit structure, in particular a sheet piling wall, and the concrete layer is poured in and possibly compressed, it achieves effective radiation protection for the environment, such as the groundwater.
  • It is particularly advantageous when the antiradiation material is between two layers of concrete. The antiradiation material can be easily and quickly set up, which makes building the construction faster and more economical.
  • If the concrete layer is made of a two-shell double wall, prefabricated concrete parts can be used for particularly fast and economical construction. The use of prefabricated concrete parts is particularly advantageous and an inventive embodiment of the invention.
  • Filling the double wall with site-mixed concrete produces a compact and heavy concrete layer that creates a wall which can undergo high static stress, and this additionally increases radiation protection.
  • It is particularly advantageous when heavy concrete with heavy media additives such as hematite, lead, steel or iron materials are used for the concrete layer and/or the site-mixed concrete to fill the double wall. Radiation protection is increased by iron additives that for example can be scrap iron granules.
  • If the building part consists of two spaced double walls and if the space between the two double walls is filled with antiradiation material, it is particularly economical to construct the radiation protection wall with a sandwich design.
  • The double walls serve as permanent framework for the site-poured concrete that fills the gap between the two walls. The two double walls also serve as a permanent framework for the actual antiradiation material.
  • If the double walls are connected with tie rods running perpendicular to their lengthwise extension, the double walls are prevented from bulging when the antiradiation material is poured in, and the static strength of the double walls and concrete layer is increased.
  • The double wall is advantageously made of prefabricated concrete panels with essentially parallel, spaced walls. The individual walls are in particular connected with wall lattice girders. Such double walls are relatively easy to make and transport.
  • If the connecting elements for two double wall elements and/or one double wall element and a ceiling element are welded or screwed together, it produces a stable shell for pouring concrete into the cavity between the wall elements to yield a uniform, seamless concrete layer.
  • If the wall lattice girders between the wall elements are corrosion-resistant or are made of high-grade steel, impermissible corrosion and static weakness to the concrete layer are prevented.
  • To screen the construction from the earth, the construction is advantageously built of antiradiation material. This protects the groundwater from radiation.
  • Other advantages of the invention are described in the following exemplary embodiments.
  • FIG. 1 shows a plan of Construction according to the invention,
  • FIG. 2 shows a cross-section of a Construction according to the invention,
  • FIG. 3 shows a cross-section of a sandwich design according to the invention with double concrete walls.
  • The plan in FIG. 1 shows a construction (1) manufactured according to the invention. The construction (1) is surrounded by dirt (2) on three sides. An outer wall (3) of the construction (1) is at a distance from the dirt (2). A gypsum shell (4) is between the outer wall (3) and the dirt (2). The gypsum shell (4) is the antiradiation layer and provides the basic radiation protection of the construction (1) to the outside.
  • The gypsum material used for the gypsum shell (4) consists of natural, unfired calcium sulfate hydrate and is poured in the form of hardened, granulated gypsum between the outer wall (3) and the dirt (2), or a sheet pile wall installed during construction that retains the dirt (2). The sheet pile wall is removed after the gypsum material is poured into the gap, and compressed if applicable. The gypsum shell (4) is given a specific thickness arising from the specific distance between the sheet pile wall and the outer wall (3) to provide a specific radiation protection for the environment. The construction (1) in which radiation is generated is therefore screened from the environment to prevent damage to the environment.
  • The outer wall (3) preferably consists of a concrete layer of heavy concrete that can contain iron additives to additionally provide radiation protection for the environment.
  • Another type of sandwich design is provided for the inner walls (5) of the construction (1). Two concrete layers (6) are provided at a distance from each other. Antiradiation material, preferably in the form of gypsum, is poured between the concrete layers (6). The granulated gypsum with a diameter less than 40 mm in a particularly preferable embodiment is poured into the gap between the two cement layers (6) and possibly compressed.
  • Alternately or additionally, gypsum panels can be installed instead of the granules. This can provide additional stability and in certain circumstances improve radiation protection. In some designs, the gypsum panels can be installed more quickly and economically.
  • The gypsum has a large amount of bound water and is therefore highly suitable as antiradiation material. The thickness of the gypsum or antiradiation layer can be selected as a function of the desired radiation protection. A thicker gypsum layer provides greater protection of neighboring rooms, and a thinner gypsum layer is sufficient when less screening is desired. Additives such as hydragillite, aluminum hydrate or magnesium sulfate can be added to the gypsum (7) to improve radiation protection. However, this is only necessary if extremely high radiation protection is required. The concrete layer (6) can either be made of site-mixed concrete that can be heavy concrete with iron additives, or it can consist of the double walls as shown in FIG. 3.
  • FIG. 2 shows a section of a construction (1) according to the intention. The construction (1) is buried in the earth (2). In this case as well, the gypsum shell (4) also surrounds the building protecting it from the earth (2) and prevents the radiation generated in the construction (1) from entering the earth (2). This reliably prevents groundwater from being irradiated. The inner walls (5) of the construction (1) also consist of two concrete layers (6) and the gypsum (7) between them. A ceiling (8) lies on the concrete layers (6) and covers the top of the respective room of the construction (1).
  • To provide radiation protection for the interior in all directions, an additional gypsum ceiling (9) is above the ceiling (8). The gypsum ceiling (9) prevents radiation from exiting upward. The area above the gypsum ceiling (9) can be for normal uses such as a lawn or parking area.
  • To prevent an impermissible cavity from arising as a result of the gypsum (7) settling between the inner walls (5), the gypsum ceiling (9) is poured over the ceiling openings between the concrete layers (6). Material from the gypsum ceiling (9) will penetrate the gaps between the concrete layers (6) if the gypsum (7) between the concrete layers (6) actually settles. Settling can however be avoided if the gypsum (7) is compressed when it is poured to give it a lasting density.
  • The construction (1) is built on a floor slab (10) that rests on the gypsum shell (4). The gypsum shell (4) provides enough support to reliably hold the construction (1).
  • FIG. 3 shows a section of an inner wall (5) according to the invention that is made in a sandwich design. The inner wall (5) consists of two concrete layers (6) with gypsum (7) between them. The concrete layers (6) are made of double walls (1)1. Each double wall (11) consists of prefabricated concrete panels with essentially parallel, spaced walls (12).
  • The walls (12) are connected with a wall lattice girder (13) that can be made of corrosion resistant steel or high-grade steel. The wall lattice girders (13) hold the walls (12) at a distance from each other and enable fast construction. The walls (12) are erected and form a type of permanent framework between which site-mixed concrete (14) is poured. This produces a compact concrete layer (6). The two concrete layers (6) can be connected to each other with a tie rod (15) for static reinforcement to prevent the concrete layers (6) from bulging when the gypsum (7) is poured in. The tie rod (15) is advantageously connected to the inside walls of the double walls (11) and not to the outside walls (12) to prevent radiation from entering the environment via the tie rods (15).
  • Instead of site-mixed concrete (14), gypsum or other materials can be poured into the double wall (11). This creates a certain connection between neighboring double walls and also improves radiation protection. The double walls (11) can either be connected by means of these fillers or by additional connecting means such as metal parts.
  • If several double walls (11) have to be joined to create the inner wall of the building, these double walls (11) can for example be welded at provided connecting sites to ensure a tight bond and prevent shifting while pouring the site-mixed concrete (14). When the double walls (11) are filled with site-mixed concrete (14), a seamless, uniform and continuous concrete layer (6) is obtained when several double walls (11) are used.
  • This invention is not limited to the portrayed exemplary embodiments. In particular, the sandwich design can be created using the two double walls (11) shown in FIG. 3, or a double wall (11) and a layer of site-mixed concrete, or a sheet wall, or simply the dirt surrounding the building. The concrete layers (6) can be filled with special concrete that provides a certain degree of radiation protection. The thickness of the gypsum layer (7) can depend on the radiation protection requirements. It can range from a few centimeters to several meters. The concrete layer (6) is normally approximately 3 cm thick. However, this thickness can vary depending on the radiation protection requirements or static requirements. Another suitable material can be used as the antiradiation layer in addition to the described gypsum, even though natural gypsum is held to be the most advantageous material at present since it is very economical. The thicknesses of the walls (12) of the double wall (11) can be the same or different. They can be made of conventional concrete or antiradiation concrete such as heavy concrete with iron additives.

Claims (2)

1. Construction with walls, ceilings and/or floors as parts of a building, especially for buildings protected against radiation in which the building parts are made of reinforced concrete, characterized in that the building part is manufactured in a sandwich design, and one layer of the building part is made of anti-radiation material and at least one other layer of concrete.
2-21. (canceled)
US10/542,155 2003-01-13 2003-12-29 Construction for buildings protected against radiation Abandoned US20060185292A1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
US12/639,646 US8042314B2 (en) 2003-01-13 2009-12-16 Construction for buildings protected against radiation

Applications Claiming Priority (5)

Application Number Priority Date Filing Date Title
DE103-01-041.6 2003-01-13
DE10301041 2003-01-13
DE103-27-466.9 2003-06-18
DE10327466A DE10327466B4 (en) 2003-01-13 2003-06-18 Structure for radiation protection structures
PCT/EP2003/014941 WO2004064077A1 (en) 2003-01-13 2003-12-29 Construction for buildings protected against radiation

Publications (1)

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US20060185292A1 true US20060185292A1 (en) 2006-08-24

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US12/639,646 Expired - Fee Related US8042314B2 (en) 2003-01-13 2009-12-16 Construction for buildings protected against radiation

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EP (1) EP1584092B1 (en)
JP (1) JP2006518446A (en)
CN (1) CN100446130C (en)
AT (1) ATE435493T1 (en)
AU (1) AU2003294965B2 (en)
CA (1) CA2513135C (en)
CY (1) CY1109403T1 (en)
DE (2) DE10327466B4 (en)
DK (1) DK1584092T3 (en)
ES (1) ES2329125T3 (en)
PT (1) PT1584092E (en)
WO (1) WO2004064077A1 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20070276176A1 (en) * 2006-05-26 2007-11-29 Juan Manuel Caruncho Rodado Heavy mass for manufacturing products with a high radioprotection capacity

Families Citing this family (23)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102004052158A1 (en) * 2004-09-24 2006-04-06 Gesellschaft für Schwerionenforschung mbH Multilayer radiation protection building
DE102004063185A1 (en) * 2004-10-18 2006-04-20 Jan Forster Building component with supporting walls, ceilings and/or floors, comprises individual plaster blocks that can be dismantled
DE102004063732B4 (en) 2004-12-29 2013-03-28 Gsi Helmholtzzentrum Für Schwerionenforschung Gmbh Radiation protection chamber with in particular a multi-layered radiation protection wall
ES2618313T3 (en) 2006-04-25 2017-06-21 Jan Forster Structural body for radiation protection constructions
CN101202127B (en) * 2006-12-14 2010-05-19 同方威视技术股份有限公司 Modular shielding method for building beam shielded chamber
DE202008007979U1 (en) 2008-06-17 2008-10-16 Haderthauer, Ulf, Dr.-Ing. Radiation protection door
DE202008008221U1 (en) 2008-06-20 2008-10-16 Haderthauer, Ulf, Dr.-Ing. Access arrangement for rooms for in particular medical treatments
DE102008034395B4 (en) * 2008-07-23 2010-04-22 Gsi Helmholtzzentrum Für Schwerionenforschung Gmbh Radiation protection structure for a particle accelerator
DE202008011006U1 (en) 2008-08-18 2008-12-24 Haderthauer, Ulf, Dr.-Ing. Radiation protection door
PL2418653T3 (en) * 2010-08-10 2014-11-28 Jan Forster Multi-layer radiation protection component
CN102140826A (en) * 2010-10-27 2011-08-03 李勇 Nuclear radiation prevention hollow floor cover
US20120247046A1 (en) * 2011-03-28 2012-10-04 Scott Jewett Wall construction panels and methods for forming structures using wall construction panels
AU2011372144B2 (en) * 2011-06-27 2015-11-26 Ko Muroi Architectural structure
CN102915782A (en) * 2011-08-04 2013-02-06 舟山雷大电子科技有限公司 Method for constructing irradiation shop ray protecting device
JP6322359B2 (en) * 2012-10-30 2018-05-09 株式会社竹中工務店 Radiation shielding wall, radiation shielding wall construction method, and radiation shielding wall repair method
JP5414933B1 (en) 2013-06-28 2014-02-12 三石耐火煉瓦株式会社 Brick, tile, floorboard, ceiling panel, roofing material, and manufacturing method thereof
JP5545788B1 (en) * 2013-07-07 2014-07-09 株式会社安藤・間 Radiation shielding container, radiation shielding box, and method for containing radioactive waste
JP5909012B1 (en) * 2015-04-24 2016-04-26 市川　雅英 Construction method of radiation shielding structure
CN106312245A (en) * 2015-09-28 2017-01-11 中国辐射防护研究院 Welding method for steel linear of low-background laboratory
DE102016105720B4 (en) * 2016-03-29 2018-01-18 Gsi Helmholtzzentrum Für Schwerionenforschung Gmbh Shielding for accelerator system
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BR112021011423A2 (en) 2018-12-14 2021-08-31 Rad Technology Medical Systems, Llc INSTALLATION
CN112376754A (en) * 2020-11-12 2021-02-19 沈红明 Mounting process of trench-through protective wall

Citations (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2321449A (en) * 1940-11-13 1943-06-08 John I Armao Building block
US2589021A (en) * 1947-05-26 1952-03-11 O'neal Theodore Matthew Monolithic hollow wall
US2655710A (en) * 1947-05-01 1953-10-20 Daystrom Inc Method of making building panels
US2694025A (en) * 1951-06-27 1954-11-09 Owens Corning Fiberglass Corp Structural panel
US3284980A (en) * 1964-07-15 1966-11-15 Paul E Dinkel Hydraulic cement panel with low density core and fiber reinforced high density surface layers
US3965635A (en) * 1975-04-14 1976-06-29 Metropolitan Industries, Inc. Prefabricated building panel and method of making
US4074141A (en) * 1976-04-23 1978-02-14 Bryant Frank E Prefabricated X-radiation protection panels
US4774045A (en) * 1984-07-18 1988-09-27 Ozawa Concrete Industry Co. Concrete structural member and method for manufacture thereof
US4825089A (en) * 1987-07-13 1989-04-25 Lindsay Brad H Radiant barrier apparatus
US5842314A (en) * 1997-05-08 1998-12-01 Porter; William H. Metal reinforcement of gypsum, concrete or cement structural insulated panels
US20040040257A1 (en) * 2002-08-29 2004-03-04 Bui Thuan H. Lightweight modular cementitious panel/tile for use in construction
US20040217307A1 (en) * 2003-03-19 2004-11-04 Gesellschaft Fur Schwerionenforschung Mbh Radiation shielding arrangement

Family Cites Families (34)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US265510A (en) * 1882-10-03 Raphael josia
DE334839C (en) * 1919-05-23 1921-03-19 Alexander Lorey Dr Protection wall and building structure against X-rays
DE913000C (en) * 1943-07-08 1954-06-08 Dr Boris Rajewsky Component or component for protection against neutron and ª † radiation
US3453160A (en) * 1963-11-12 1969-07-01 Kaiser Gypsum Co Process for making structural gypsum board for neutron shielding
DE2364571A1 (en) * 1973-12-24 1975-09-04 Gustav Ickes WALL ELEMENT FOR PREFERRED USE AS A STRUCTURAL EXTERIOR WALL PART
DE2512858A1 (en) * 1975-03-24 1976-09-30 Knauf Westdeutsche Gips Structural plates capable of absorbing neutrons - made from boron minerals and calcium sulphate binder
AT355145B (en) * 1976-10-15 1980-02-11 Radiation Int Ag FIRE-SAFE MATERIAL FOR SHIELDING NEUTRON
US4104842A (en) * 1977-02-25 1978-08-08 Rockstead Raymond H Building form and reinforcing matrix
JPS586704B2 (en) * 1979-06-28 1983-02-05 秩父セメント株式会社 Neutron beam shielding material
DE2940887A1 (en) * 1979-10-09 1981-04-23 Gustav Dr.phil.nat. 2000 Hamburg Haegermann Subterranean storage of nuclear fuel - using cavities in chalk or gypsum deposits for intermediate or final storage
JPS5886496A (en) * 1982-09-16 1983-05-24 秩父セメント株式会社 Neutron ray shieding mold
JPS6191598A (en) * 1984-10-12 1986-05-09 日本原子力事業株式会社 Radiation shielding body
DD240090A1 (en) * 1985-08-07 1986-10-15 Architektur Bauwesen Hochschul WALL AND / OR CEILING CONSTRUCTION FOR RADIANT HAZARD PANELS / RADIATED ROOMS
DE3607190A1 (en) * 1986-03-05 1987-09-10 Norgips Bv Process for manufacturing plasterboards and plaster radiation protection board
US4702053A (en) * 1986-06-23 1987-10-27 Hibbard Construction Co. Composite insulated wall
JPS6332399A (en) * 1986-07-25 1988-02-12 前田製管株式会社 Processing vessel for radioactive waste, etc. and manufacture thereof
DE3629335A1 (en) * 1986-08-28 1988-03-03 Ernst Traebing Space-saving temporary radiation protection wall
GB2217631A (en) * 1988-03-31 1989-11-01 Westinghouse Electric Corp Method for attenuating gas diffusion through a structure
JPH02268298A (en) * 1989-04-11 1990-11-01 Fujita Corp Radiation shielding wall
JPH0812271B2 (en) * 1989-06-10 1996-02-07 動力炉・核燃料開発事業団 Multi-layer slab tank with shield
JPH0677067B2 (en) * 1989-06-13 1994-09-28 株式会社大林組 Radiation shielding structure
JPH0754023B2 (en) * 1990-02-09 1995-06-07 鹿島建設株式会社 Steel plate concrete structure
AT406064B (en) * 1993-06-02 2000-02-25 Evg Entwicklung Verwert Ges COMPONENT
JPH073000U (en) * 1993-10-22 1995-01-17 前田製管株式会社 Treatment container for radioactive waste
FR2724756B1 (en) * 1994-09-16 1996-12-27 Robatel Slpi DEVICE FOR COOLING CONTAINMENT ENCLOSURES, ESPECIALLY IRRADIATED NUCLEAR FUEL STORAGE SILOS
JPH08201582A (en) * 1995-01-31 1996-08-09 Taisei Corp Radiation shield body and its construction method
JP2929077B2 (en) * 1995-11-13 1999-08-03 核燃料サイクル開発機構 Hydraulic material for neutron shielding and method of manufacturing neutron shielding body using the same
RU2102802C1 (en) * 1996-09-25 1998-01-20 Рима Габдулловна Кочеткова Radiation shielding structures and their manufacturing process
JPH10160881A (en) * 1996-11-29 1998-06-19 Toshiba Corp Building structure and building construction method for reactor power station
FR2759485B1 (en) * 1997-02-13 1999-03-12 Saint Gobain Vitrage PORT FOR PROTECTION AGAINST RADIATION
DE19725922C2 (en) * 1997-06-19 2000-07-20 Gnb Gmbh Process for manufacturing a container
US6202375B1 (en) * 1997-10-28 2001-03-20 Rolf Otto Kleinschmidt Method for concrete building system using composite panels with highly insulative plastic connector
US6226942B1 (en) * 1999-02-09 2001-05-08 Pete J. Bonin Building construction panels and method thereof
DE10120368B4 (en) * 2001-04-25 2010-05-27 Jan Forster Building or building part as well as methods for its production and dismantling

Patent Citations (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2321449A (en) * 1940-11-13 1943-06-08 John I Armao Building block
US2655710A (en) * 1947-05-01 1953-10-20 Daystrom Inc Method of making building panels
US2589021A (en) * 1947-05-26 1952-03-11 O'neal Theodore Matthew Monolithic hollow wall
US2694025A (en) * 1951-06-27 1954-11-09 Owens Corning Fiberglass Corp Structural panel
US3284980A (en) * 1964-07-15 1966-11-15 Paul E Dinkel Hydraulic cement panel with low density core and fiber reinforced high density surface layers
US3965635A (en) * 1975-04-14 1976-06-29 Metropolitan Industries, Inc. Prefabricated building panel and method of making
US4074141A (en) * 1976-04-23 1978-02-14 Bryant Frank E Prefabricated X-radiation protection panels
US4774045A (en) * 1984-07-18 1988-09-27 Ozawa Concrete Industry Co. Concrete structural member and method for manufacture thereof
US4825089A (en) * 1987-07-13 1989-04-25 Lindsay Brad H Radiant barrier apparatus
US5842314A (en) * 1997-05-08 1998-12-01 Porter; William H. Metal reinforcement of gypsum, concrete or cement structural insulated panels
US20040040257A1 (en) * 2002-08-29 2004-03-04 Bui Thuan H. Lightweight modular cementitious panel/tile for use in construction
US20040217307A1 (en) * 2003-03-19 2004-11-04 Gesellschaft Fur Schwerionenforschung Mbh Radiation shielding arrangement

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20070276176A1 (en) * 2006-05-26 2007-11-29 Juan Manuel Caruncho Rodado Heavy mass for manufacturing products with a high radioprotection capacity

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US8042314B2 (en) 2011-10-25

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