WO2001044593A1 - Dome prefabrique - Google Patents

Dome prefabrique Download PDF

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Publication number
WO2001044593A1
WO2001044593A1 PCT/JP2000/008925 JP0008925W WO0144593A1 WO 2001044593 A1 WO2001044593 A1 WO 2001044593A1 JP 0008925 W JP0008925 W JP 0008925W WO 0144593 A1 WO0144593 A1 WO 0144593A1
Authority
WO
WIPO (PCT)
Prior art keywords
dome
styrofoam
pieces
piece
prefabricated
Prior art date
Application number
PCT/JP2000/008925
Other languages
English (en)
Japanese (ja)
Inventor
Katsuyuki Kitagawa
Original Assignee
Hokko Sohgoh Kaihatsu K.K.
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 Hokko Sohgoh Kaihatsu K.K. filed Critical Hokko Sohgoh Kaihatsu K.K.
Priority to JP2001545666A priority Critical patent/JP3936583B2/ja
Publication of WO2001044593A1 publication Critical patent/WO2001044593A1/fr

Links

Classifications

    • 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
    • E04B1/32—Arched structures; Vaulted structures; Folded structures
    • E04B1/3211—Structures with a vertical rotation axis or the like, e.g. semi-spherical structures
    • 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
    • E04B1/35—Extraordinary methods of construction, e.g. lift-slab, jack-block
    • E04B1/3544—Extraordinary methods of construction, e.g. lift-slab, jack-block characterised by the use of a central column to lift and temporarily or permanently support structural elements
    • 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
    • E04B1/32—Arched structures; Vaulted structures; Folded structures
    • E04B2001/327—Arched structures; Vaulted structures; Folded structures comprised of a number of panels or blocs connected together forming a self-supporting structure
    • E04B2001/3276—Panel connection details
    • 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
    • E04B1/35—Extraordinary methods of construction, e.g. lift-slab, jack-block
    • E04B2001/3583—Extraordinary methods of construction, e.g. lift-slab, jack-block using permanent tensioning means, e.g. cables or rods, to assemble or rigidify structures (not pre- or poststressing concrete), e.g. by tying them around the structure

Definitions

  • the present invention relates to an assembled dome in which a plurality of dome pieces made of styrofoam or reinforced plastic (FRP) are assembled to form a hemispherical living space inside.
  • FRP reinforced plastic
  • An object of the present invention is to provide an assemblable dome made of styrofoam or reinforced plastic, which is particularly suitable as an outdoor accommodation facility.
  • the assembly type dome according to the present invention is formed by assembling a plurality of dome pieces each made of styrofoam or reinforced plastic and forming a hemispherical living space inside. According to such a prefabricated dome, it is possible to provide outdoor accommodation facilities and dwellings that can be constructed in a short period of time and at low cost.
  • both edges of the plurality of dome pieces are joined and adhered to each other, and the base of the dome pieces is fixed on the base so as to restrain the upward movement of the plurality of dome pieces. It is preferable to provide a restraining portion on the outer periphery of the dome piece so as to stop the movement of the dome piece in the outer circumferential direction.
  • the structure in which the bases of the dome pieces are locked to the foundation makes it easy to position the dome pieces and also prevents the dome pieces from moving upward. Further, the dome piece can be prevented from expanding in the outer shape direction by the restraining portion.
  • Ventilation is applied to the opening at the top of the dome formed when multiple dome pieces are assembled.
  • the top of each of the plurality of dome pieces is engaged and fastened to the ventilator.
  • the dome piece can be formed from polystyrene foam having an expansion ratio of 10 to 50 times. Since the magnification is not particularly limited, it may be 1 ⁇ or 60 ⁇ . After assembling the dome piece made of foamed polystyrene into a hemispherical shape, it is preferable to provide a resin concrete layer on the outer surface and the inner surface, and further apply a waterproof paint on the outer surface. A resin primer may be applied to the outer and inner surfaces, and a weather-resistant and fire-resistant paint may be applied thereon.
  • the dome piece can be formed by bonding a reinforced plastic material to both sides of the foamed steel mouth. After assembling the dome piece into a hemispherical shape, reinforced plastic is sprayed on the outer and inner surfaces, glass fiber reinforced plastic is sprayed on it, and weather resistant and fireproof paint is applied on the surface. It may be applied.
  • the dome piece can be formed by spraying glass fiber reinforced mortar on both sides of the foamed foam mouth. After assembling the dome piece into a hemispherical shape, a resin primer may be applied to the outer surface and the inner surface, and the outer surface and the inner surface may be coated.
  • the dome piece can be formed by applying a ceramic thick coating containing glass fiber to both sides of the polystyrene foam. After assembling the dome piece into a hemisphere, a resin primer may be applied to the outer surface and the inner surface, and the outer surface and the inner surface may be thickly coated.
  • the strength as a structure can be obtained with styrofoam alone. ⁇ By using a thinner styrofoam and covering the surface with reinforced plastic, etc., weather resistance, impact resistance, etc. Can be improved.
  • the top ends of the plurality of dome pieces may be connected to each other by a top joint, and both edges of the plurality of dome pieces that are joined to each other may be connected to each other by an edge joint.
  • the dome can be bound by the binding means in the circumferential direction after assembling a plurality of dome pieces.
  • a binding means such as a tie band
  • the dome pieces do not come apart even if the dome pieces are bonded with an adhesive.
  • FRP reinforced piece of reinforced plastic
  • at least one of the outer surface and the inner surface may be provided with a layer of a soundproofing material or a heat insulating material. It may be provided on both sides. Furthermore, it is preferable to provide a layer of a weather-resistant material on the outer surface because durability is improved.
  • FIG. 1 is an elevation view of a prefabricated styrofoam dome according to the present invention.
  • FIG. 2 is a plan view of the assembled styrofoam dome according to the present invention.
  • Fig. 3 is an internal plan view of the prefabricated styrofoam dome according to the present invention.
  • FIG. 4 is a perspective view showing a dome piece of the assembled styrofoam dome according to the present invention.
  • FIG. 5 is a perspective view showing a joining edge of the dome piece of FIG.
  • Fig. 6 is a cross-sectional view taken along the line vi-vi in Fig. 1.
  • FIG. 7 shows a fastening joint at the top of the dome piece according to the present invention, wherein (a) is a sectional view, (b) is a top view of (a), and (c) is a perspective view showing the shape of the top of the dome piece.
  • FIG. 8 is a cross-sectional view illustrating the base of the dome piece according to the present invention.
  • FIG. 9 is a view for explaining an assembling procedure of the prefabricated styrofoam dome according to the present invention.
  • FIG. 10 is a cross-sectional view showing another example of the joint portion of the dome pieces.
  • Fig. 11 is an elevational view showing a prefabricated styrofoam dome according to the present invention, which is provided with a tie-band to prevent loosening.
  • Fig. 12 (a) is a cross-sectional view illustrating another example of the structure for fixing the dome piece to the dirt concrete
  • Fig. 12 (b) is a perspective view thereof.
  • Fig. 13 (a) is a cross-sectional view illustrating still another example of the structure for fixing the dome piece to the dirt concrete
  • Fig. 13 (b) is its perspective view.
  • FIG. 14 is a cross-sectional view illustrating another example of the joint portion of the dome piece.
  • FIG. 1 is an elevational view showing the whole of a prefabricated styrofoam dome according to the present invention
  • FIG. 2 is a plan view
  • FIG. 3 is an internal plan view.
  • Assembled Styrofoam Dome 100 A plurality of dome pieces 10 to 19 made of polystyrene are assembled to form a hemispherical living space SP inside.
  • WD is a window provided in advance on a predetermined dome piece
  • PT is an entrance provided in advance on a predetermined dome piece.
  • Each of the plurality of dome pieces 10 to 19 has a shape as shown in Fig. 4, and the expansion ratio is? It is formed of polystyrene foam having a thickness of 10 to 50 cm and a thickness of 10 to 50 cm.
  • a dome piece made of foamed styrene having a foaming ratio of 20 times and a thickness of 20 cm can be used.
  • the thickness is increased by increasing the expansion ratio.
  • the foaming ratio can be increased to more than 20 times, or the thickness can be reduced to 20 cm or less.
  • Each of the dome pieces 10 to 19 has an L-shaped base DB, joining edges DE and DD rising from the base DB, and concave tops DR at the tips of the joining edges DE and DD.
  • Such dome pieces 10 to 19 are joined to each other at the top of the dome by connecting the upper end DRs of the dome pieces 10 to 19 with a top joint 22 and a plurality of dome pieces 10 to 19 are joined together.
  • the dome is assembled by fastening each of the joining edges DE and DD of No. 1 to No. 19 to an adjacent dome piece with a fastener 21 as described later.
  • FIG. 5 shows the joining edge DE of one of the dome pieces 10 to be joined
  • FIG. 6 shows the joining state of the joining edges DE and DD.
  • FIG. 6 is a cross-sectional view taken along the line VI-VI of FIG. 1 showing a joining state of both edges DE and DD of the dome pieces 10 to 19.
  • the joint surface is processed as a step-like joint surface so that the joint area is not less than a predetermined value, and at the same time, rainwater and the like from the outside of the dome do not enter the interior living space.
  • the joining edge D E has three slopes D E 1, D E 2, D E 3, and the joining edge D D has three slopes D D 1, D D 2, D D 3.
  • the joining edge DD of the other dome piece 11 joined to the joining edge DE of the dome piece 10 is formed in a shape complementary to the joining edge DE of the dome piece 10.
  • the slopes D E 2 and D D 2 in the middle part are formed with a rising gradient from the rainwater intrusion direction.
  • the fastener (edge joint) 21 compresses the holding plates 2 1 1 a and 2 1 1 b inside and outside the dome and the holding plates 2 1 1 a and 2 1 1 b in the joining direction.
  • the compression band consists of 2 1 2.
  • the compression band 2 12 is a vinyl binding band used for binding the jahnes. Pull out the tip of the compression band 2 1 2 from the inside of the dome piece 10 to the outside of the dome piece 1 1, and then pull out the end of the compression band 2 1 2 from the outside of the dome piece 1 1 to the inside of the dome piece 10. Then, the joining slopes are bundled, and one end 2 12 a of the compression band 2 12 is pulled to be locked on the lock base 2 12 a. As a result, the joining slopes D E and D D of the dome pieces 10 and 11 are subjected to compressive force, and a predetermined joining force is obtained by bonding with the adhesive force of the adhesive.
  • the slopes D E 2 and D D 2 in the middle are the ascending slopes from the rainwater intrusion direction. Therefore, even if rainwater or the like intrudes from between the joint surfaces DE 1 and DD 1, the rainwater flows to the dome base side while flowing to the outside of the dome due to the intermediate slopes DE 2 and DD 2. Intrusion into the living space inside the dome from the interface of DE 3 and DD 3 is prevented.
  • FIG. 7 shows the details of the top joint 22.
  • the top joint 22 includes an inner cylinder 2 21, an outer cylinder 2 2 2, a partition wall 2 2 3 that partitions the inner cylinder 2 2 1 into a cross, an inner cylinder 2 2 1 and an outer cylinder 2 2 A partition wall 2 2 4 that partitions a ring-shaped space between the inner cylinder 2 and the upper cylinder 2 25 that closes an upper part of the ring-shaped space between the inner cylinder 2 2 1 and the outer cylinder 2 2 2; It comprises a lower collar 222 closing the lower part of the ring-shaped space between the inner cylinder 222 and the outer cylinder 222.
  • the inner cylinder 2 21 projects from the upper lid 2 25, and the inside is used as an indoor ventilation port.
  • a rain cover 23 is attached to the inner cylinder 22 to prevent rain from entering the living space from the outside.
  • a concave portion DR formed at the tip of the dome pieces 10 to 19 is fitted between and bonded to the upper brim 225 and the lower brim 226, and the top of the dome is fastened.
  • this joint 22 is used not only as an assembling jig when assembling the dome, but also as an indoor ventilation device after assembling.
  • the opening in which the joint 22 is provided may be lighted.
  • FIG. 8 is a diagram showing details of the installation structure of the dome pieces 10 to 19. Soil concrete PD is installed at the place where the dome is installed.
  • the dirt concrete PD includes an internal dwelling unit IM that forms a floor FL at a predetermined height (for example, 360 mm) above the ground plane GL, and a ground plane GL. It has a dome support part OM that supports the dome piece at the same height as that of, and a dome holding part DS that extends from the dome support part OM to the internal housing part IM.
  • the dome holding portion DS is a ring-shaped concave portion, and as shown in FIG. 8, the L-shaped base DB of each of the dome pieces 10 to 19 is locked in the dome holding portion DS. In addition, secure the position of the dome and restrain the dome from moving upward or in the radial direction.
  • the internal housing IM has a circular plan shape and an outer shape of 7 m.
  • a mortar SM for restraining the base DB from spreading in the outer diameter direction is provided on the outer periphery of the base DB in a ring shape all around the base DB.
  • RM is the strengthening member of concrete PD and mortar SM.
  • Pile of concrete slab concrete is first installed.
  • Auxiliary columns 31 are erected at the center of the soil concrete section PD, and the top joints 22 are placed on the ends of the columns 31.
  • the base portion DB of the dome piece 10 is placed on the support portion OM of the concrete slab concrete PD, and the L-shaped base portion DB is locked to the holding portion DS.
  • the top DR of the first dome piece 10 is locked to the joint 22. That is, as shown in FIG. 7, the recess DR at the tip of the dome piece 10 is fitted into the upper and lower collars 222, 226, and the top is positioned.
  • the second dome piece 19 is also erected on the concrete slab concrete PD.
  • An adhesive is applied to the joining edge DD of the first dome piece 10 and the joining edge DE of the second dome piece 19, and the second dome piece 19 is joined to the dome piece 10. That is, the joining surface DD of the dome piece 10 and the joining surface DE of the dome piece 19 are joined, and both are compressed and fastened by the fastener 21. Fastening by the fasteners 21 is performed at predetermined intervals in the vertical direction along the edges DE and DD as shown in FIG.
  • the top recess DR of the dome piece 19 is also fitted into the upper and lower flanges 2 25, 2 26 of the joint 22, and the top is positioned. Also at this time, the two are adhered using an adhesive.
  • a resin primer is applied to the outer and inner surfaces of the hemispherically assembled dome piece, and after drying, a weather-resistant and fire-resistant paint is applied thereon.
  • interior decoration is performed.
  • As the internal equipment a kitchen, bath, flooring Western room, or Japanese-style room with tatami mats may be provided.
  • a detailed description of the entrance door and windows force omitted? As shown in FIG. 1, the entrance portion PT and the window portion WD is provided on the dome.
  • a dome having a hemispherical living space inside is completed by assembling a plurality of styrofoam dome pieces by bonding and fastening. Therefore, it is possible to obtain low-cost, short-term prefabricated accommodation.
  • the assembled dome according to the present invention is an environment-friendly building because the styrofoam dome pieces can be completely recycled.
  • the joint edges DD and DE of the dome piece may be as shown in FIG. In this case, the effect of preventing rainwater intrusion is lower than that of the shape shown in FIG. 6, but the shape is simple, it is easy to join and position both edges D E and D D, and the assemblability is improved.
  • the dome piece instead of the compression band 2 12, the dome piece can be fastened using a fastener 21 A made of a through bolt 22 1 and a nut 22 2. .
  • the tie band TB is circumferentially wound around the three points of the dome 10 so that the dome pieces fastened and adhered are not separated.
  • a retaining portion can be provided on the holding plate 21 la shown in FIG. 6, and the tie band TB can be retained on the retaining portion.
  • a flexible wire rope or piano wire can be used as the tie band TB.
  • various things can be used, such as a method in which a plurality of three-dimensional plates each processed into a three-dimensional shape conforming to the peripheral surface shape of the dome are connected with screws to bind the dome in the circumferential direction.
  • the dome can be covered with a net so that it is not scattered. Therefore, they function as a restraining means for the dome piece.
  • a dome piece having the expansion ratio of 10 to 50 times and a thickness of 10 to 50 cm using styrofoam can be used.
  • the treatment of the inner and outer surfaces is different for each type of styrene foam used.
  • Dom pieces are foamed foam with a foaming ratio of 10 to 50 times and a thickness of 10 to 50 cm. It is formed by gluing 3 to 5 mm reinforced plastic (FRP) on both sides of the mouth as the body.
  • FRP reinforced plastic
  • the outer surface and the inner surface are dried by spraying a reinforced plastic containing glass fibers. After that, a reinforced plastic containing glass fiber is sprayed on it again, and a weather-resistant and fire-resistant paint is applied to the surface. Since the FRP functions as a dome strength member, the dome piece can be made thinner as compared with the above-described embodiment.
  • the dough pieces are made of foam steel with a foaming ratio of 10 to 50 times and a thickness of 10 to 50 cm as a frame, and glass fiber reinforced mortar (GRC) is applied on both sides. ? It is formed by spraying with a thickness of l to 3 cm. In this case, after assembling the dome piece into a hemispherical shape, an acrylic resin primer is applied to its outer surface and inner surface. After that, the process of spraying and drying the glass fiber reinforced mortar to a predetermined thickness is repeated several times. Finally, paint the outer and inner surfaces. In this example, the GRC is inexpensive and the final paint is also inexpensive, providing a low cost dome.
  • GRC glass fiber reinforced mortar
  • the dome piece is made of foam foam with a foaming ratio of 10 to 50 times and a thickness of 10 to 50 cm as a frame, and ceramic coating containing glass fiber on both sides is used. About several mm to improve the strength. After assembling the dome piece into a hemispherical shape, apply an acrylic resin primer on its outer and inner surfaces, and mix glass fibers on its outer and inner surfaces to improve the strength by thick coating. The process of painting and drying is repeated several times.
  • the L-shaped base BD was formed on the dome pieces 10 to 19 and was fixed upright on the concrete-filled concrete floor PD, as shown in Figs. 12 and 13.
  • the dome pieces 10 to 19 may be fixed to the slab concrete PD.
  • anchor bolts AB are buried in soil concrete PD in advance
  • dome pieces 10-19 are fixed to soil concrete PD with nuts NUT via the washer panel WP c Fig. 13
  • the anchor plate AP is buried in the soil concrete PD in advance.
  • the embedding nuts NT are buried in the dome pieces 10 to 19 in advance, and the dome pieces 10 to 19 are locked to the soil concrete PDs by bolts BT via the anchor-panel AP.
  • the joint surfaces of the dome pieces 10 to 19 are flat FS, and the plywood VP is inserted into the joint surface to prevent rainwater from entering. May be prevented from entering.
  • a groove for inserting the plywood VP in the plane FS is provided in the longitudinal direction.
  • the flat FSs are bonded to each other, but if the rainwater can be reliably prevented from being bonded, the bonding is not essential.
  • the fastener 21 may be omitted. Resin or metal material may be used instead of the plywood.
  • a resin concrete may be sprayed or painted on the outer surface and the inner surface, and the outer surface may be further coated with a waterproof paint.
  • Resin concrete may be applied only to the outer surface.
  • Resin concrete is a mixture of resin and concrete and has fire resistance, fire resistance and waterproofness.
  • a styrofoam dome piece instead of a styrofoam dome piece, a plurality of dome pieces made of reinforced plastic (FRP) are assembled to form a hemispherical space inside, so that an assembling dome can be used. Effects can be obtained.
  • the structure and assembling procedure when using the FRP dome piece are the same as those described above, and a description thereof will be omitted.
  • FRP is inferior in soundproofing and heat insulating properties as compared with polystyrene foam, it is preferable to spray polystyrene foam on the inner surface and then spray resin concrete on the surface. Providing a layer of weather resistant material on the outermost surface improves durability.
  • the present invention can be applied to, for example, a rectangular parallelepiped temporary house, a simple house, a villa, a general house, and the like.
  • Ri due to be a constituent member of the polystyrene foam opening Ichiruya FR ⁇ , it is possible to minimize the injury of the residents at the time of of these at the time of earthquakes and typhoons houses collapsed ⁇

Abstract

Des bords opposés de plusieurs pièces de dôme (10-19) fabriquées à partir de mousse de styrène sont reliées les unes aux autres afin de former un lieu de séjour semisphérique intérieur. Les bases (DB) des pièces du dôme (10-19) sont fixées aux fondements (PD) afin de limiter le mouvement vers le haut des pièces du dôme (10-19), et une unité de limitation (SM) est fournie le long de la périphérie extérieure des pièces du dôme (10-19), de manière à limiter le mouvement en direction périphérique externe des pièces du dôme (10-19). Les pièces du dôme (10-19) sont fabriquées à partir de mousse de styrène présentant un coefficient d'expansion de 20 fois et une épaisseur de 20 cm, et revêtues sur leurs surfaces extérieures et intérieures avec du béton de résine fabriqué en forme semisphérique, puis revêtues d'une peinture résistant aux intempéries et au feu.
PCT/JP2000/008925 1999-12-15 2000-12-15 Dome prefabrique WO2001044593A1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2001545666A JP3936583B2 (ja) 1999-12-15 2000-12-15 組立式ドーム

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
JP11/355713 1999-12-15
JP35571399 1999-12-15

Publications (1)

Publication Number Publication Date
WO2001044593A1 true WO2001044593A1 (fr) 2001-06-21

Family

ID=18445392

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/JP2000/008925 WO2001044593A1 (fr) 1999-12-15 2000-12-15 Dome prefabrique

Country Status (3)

Country Link
JP (1) JP3936583B2 (fr)
CN (2) CN100458032C (fr)
WO (1) WO2001044593A1 (fr)

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WO2004005633A1 (fr) * 2002-07-08 2004-01-15 Yugenkaisha Japan Tsusyo Logement prefabrique de resine
WO2006095430A1 (fr) * 2005-03-10 2006-09-14 Yugenkaisha Japan Tsusyo Maison prete a assembler et procede de construction
JP2007046453A (ja) * 2006-10-23 2007-02-22 Japan Tsusho:Kk 樹脂製組立式家屋
JP2007046452A (ja) * 2006-10-23 2007-02-22 Japan Tsusho:Kk 組立式発泡スチロール家屋および組立式発泡スチロール家屋の製造方法
JP2007063987A (ja) * 1999-12-15 2007-03-15 Japan Tsusho:Kk 組立式ドーム
GB2433270A (en) * 2005-12-14 2007-06-20 Eric Redfern Sectional dome for emergency shelter
JPWO2007017922A1 (ja) * 2005-08-05 2009-02-19 有限会社ジャパン通商 全天候型農業ハウス
WO2009057197A1 (fr) * 2007-10-31 2009-05-07 Sekisui Chemical Co., Ltd. Bâtiment préfabriqué, procédé de construction d'un bâtiment préfabriqué, et bâtiment
JP2010512477A (ja) * 2006-12-26 2010-04-22 ワールド ドーム ハウス シーオー エルティディ ドーム型構造物
EP2273019A3 (fr) * 2009-06-29 2012-09-05 F.H.U.P. "M-3" Iwona Pacura Structure de construction auto-portante
KR20160072543A (ko) 2014-12-15 2016-06-23 (주)멜리오유니온랜드 원형 멀티 룸
US9695585B1 (en) * 2016-02-25 2017-07-04 Donald S. Seiford, Sr. Portable domed storm shelter
WO2018139675A1 (fr) 2017-01-30 2018-08-02 竹本　直文 Panneau en mousse et maison préfabriquée
US10422148B2 (en) 2017-03-30 2019-09-24 Jinzaikaihatsu-Sienkikou Co., Ltd. Shell element, shell structure and structure forming set

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CN102505868A (zh) * 2011-09-23 2012-06-20 李益冉 一种蕈居
KR200465187Y1 (ko) * 2012-09-27 2013-02-06 해천이엔씨(주) Ｆｒｐ로 구현된 조립형 진지패널, 조립형 단위진지모듈 및 통합진지
WO2015003575A1 (fr) * 2013-07-09 2015-01-15 普帝龙绿色建筑研发（重庆）有限公司 Bâtiment modulaire à hautes performances porteuses et susceptible d'être produit de manière industrialisée et monté et démonté rapidement
WO2015196846A1 (fr) * 2014-06-25 2015-12-30 Xiaoping Sun Structure de dôme
CN108915303A (zh) * 2018-08-19 2018-11-30 国胜科技（惠州）有限公司 一种弧形玻璃艺术建筑结构

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JP2007063987A (ja) * 1999-12-15 2007-03-15 Japan Tsusho:Kk 組立式ドーム
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JP2010013936A (ja) * 2002-07-08 2010-01-21 Japan Tsusho:Kk 樹脂製組立式家屋
CN100441791C (zh) * 2002-07-08 2008-12-10 有限会社日本通商 预制树脂房屋
JPWO2006095430A1 (ja) * 2005-03-10 2008-08-14 有限会社ジャパン通商 組立式ハウス及びその構築方法
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JP4513032B2 (ja) * 2005-03-10 2010-07-28 有限会社ジャパン通商 組立式ハウス及びその構築方法
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JPWO2007017922A1 (ja) * 2005-08-05 2009-02-19 有限会社ジャパン通商 全天候型農業ハウス
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JP4674195B2 (ja) * 2006-10-23 2011-04-20 有限会社ジャパン通商 樹脂製組立式家屋
JP2010512477A (ja) * 2006-12-26 2010-04-22 ワールド ドーム ハウス シーオー エルティディ ドーム型構造物
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JP5685376B2 (ja) * 2007-10-31 2015-03-18 積水化学工業株式会社 組立建物及び建物
EP2273019A3 (fr) * 2009-06-29 2012-09-05 F.H.U.P. "M-3" Iwona Pacura Structure de construction auto-portante
KR20160072543A (ko) 2014-12-15 2016-06-23 (주)멜리오유니온랜드 원형 멀티 룸
US9695585B1 (en) * 2016-02-25 2017-07-04 Donald S. Seiford, Sr. Portable domed storm shelter
WO2018139675A1 (fr) 2017-01-30 2018-08-02 竹本　直文 Panneau en mousse et maison préfabriquée
US10422148B2 (en) 2017-03-30 2019-09-24 Jinzaikaihatsu-Sienkikou Co., Ltd. Shell element, shell structure and structure forming set

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CN100458032C (zh) 2009-02-04
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CN1690322A (zh) 2005-11-02
JP3936583B2 (ja) 2007-06-27

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