EP0020770A1 - Methode et dispositif de construction d'une structure simple d'assemblage - Google Patents

Methode et dispositif de construction d'une structure simple d'assemblage Download PDF

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Publication number
EP0020770A1
EP0020770A1 EP19790901159 EP79901159A EP0020770A1 EP 0020770 A1 EP0020770 A1 EP 0020770A1 EP 19790901159 EP19790901159 EP 19790901159 EP 79901159 A EP79901159 A EP 79901159A EP 0020770 A1 EP0020770 A1 EP 0020770A1
Authority
EP
European Patent Office
Prior art keywords
connecting members
pipes
unit frames
inserting holes
members
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.)
Withdrawn
Application number
EP19790901159
Other languages
German (de)
English (en)
Other versions
EP0020770A4 (fr
Inventor
Yoshihiro Yonahara
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Individual filed Critical Individual
Publication of EP0020770A1 publication Critical patent/EP0020770A1/fr
Publication of EP0020770A4 publication Critical patent/EP0020770A4/fr
Withdrawn legal-status Critical Current

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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
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • 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
    • E04B1/3205—Structures with a longitudinal horizontal axis, e.g. cylindrical or prismatic 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
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403—Connection details of the elongated load-supporting parts
    • E04B2001/2439—Adjustable connections, e.g. using elongated slots or threaded adjustment 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
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B2001/2466—Details of the elongated load-supporting parts
    • E04B2001/2472—Elongated load-supporting part formed from a number of parallel profiles
    • 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
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B2001/2487—Portico type 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
    • E04B1/32—Arched structures; Vaulted structures; Folded structures
    • E04B2001/3217—Auxiliary supporting devices used during erection of the arched 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
    • E04B1/32—Arched structures; Vaulted structures; Folded structures
    • E04B2001/3235—Arched structures; Vaulted structures; Folded structures having a grid frame
    • E04B2001/3241—Frame 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
    • E04B1/38—Connections for building structures in general
    • E04B1/58—Connections for building structures in general of bar-shaped building elements
    • E04B2001/5868—Hinged connections

Definitions

  • This invention relates to a method and device for economically and safely constructing simple assembly structures to be skeletons of such structures as factories, workshops, hothouses and bridges or to be footholds of various structures in conformity with sizes or shapes according to uses by using the same materials.
  • the materials themselves of the constructed structure can be effectively utilized for such air-conditioning devices, sprinklers and electric wirings.
  • the upper parts of a structure are constructed on the ground and are lifted .upward in turn by works on the ground to construct the structure.
  • the safety of the workers can be secured.
  • the foothold of the structure can be easily elevated in conformity with the progress of the construction of the structure.
  • unit frames in which pipes are made triangular and inserting holes are provided at the respective corners of the triangle are inverted, are arranged so as to be of a proper width at proper intervals and are parallelly provided so as to be of a proper length in the horizontal direction, the inserting holes.at both end corners of the respective adjacent upper sides are aligned with each other, connecting members consisting of pipes are respectively inserted in the width direction through the aligned inserting holes, further connecting members consisting of pipes are also respectively inserted in the width direction through the inserting holes at the lower corners of the above mentioned unit frames, interval adjusting members are provided between the lower connecting members, the entire assembly is flattened, ridged or curved and the same unit frames, connecting members and interval adjusting members as are mentioned above are connected in the vertical direction below both ends of the entire assembly to form side pillar parts.
  • the device particularly designed to use the above mentioned method comprises the unit frames, connecting members and interval adjusting members of the above mentioned formation.
  • Figure.1 shows a device for using the method of the present invention.
  • the device of the present invention comprises unit frames 3 in which pipes 3 are made triangular and inserting holes 2 are provided at the respective corners of the triangle; connecting members 4 consisting of pipes to be inserted respectively through the above mentioned inserting holes 2 and interval adjusting members 5 to be provided between the connecting members 4 in proper positions.
  • Pipe-shaped inserting parts 6 are welded to the respective corners of the triangular pipes 1 so as to intersect at right angles with the pipes 1 and the interiors of the pipe-shaped inserting parts 6 are made inserting holes 2.
  • brackets 7 are welded to the welded portions of the pipes 1 and pipe-shaped inserting parts 6 and, as shown in Figure 2, reinforcing members 8 can be fitted 'between the brackets 7 in the formation.
  • the connecting members 4 are formed of pipes of diameters inserted respectively through the inserting holes 2 of the above mentioned unit frames 3 and are further fitted with caps 9 at the ends as required.
  • the interval adjusting members 5 shall be described.
  • so-called turn-buckles 10 are used and pipe-shaped insertings parts 11 through which the above mentioned connecting members 4 are to be inserted are welded to both ends of the turn-buckles 10.
  • Figures 3,4 and 5 show a constructing method of the present invention.
  • the unit frames 3 of the above mentioned formations are inverted, are arranged so as to be of a predetermined width X at proper intervals and are parallelly provided so as to be of a proper length Y in the horizontal direction, the inserting holes 2 at both end corners of the respective adjacent upper sides are aligned with each other and the connecting members 4 are respectively inserted through the aligned inserting holes 2.
  • all the inserting holes 2a at the lower corners of the unit frames are also arranged in the same positions in the width direction.
  • the connecting members 4a are inserted respectively through the inserting holes 2a at the lower corners.
  • the interval adjusting members 5 are arranged between the lower corners of the unit frames 3, the connecting members 4a are inserted in turn respectively through the inserting holes 2a at the lower corners of the unit frames 3 and the pipe-shaped inserting parts 11 at both ends of the interval adjusting members 5. Therefore, if the interval adjusting members 5 are adjusted, the upper surfaces of the parallelly provided unit frames 3.will be able to be flattened, ridged or curved.
  • the upper surfaces are flat and, in this case, the interval adjusting members 5 may be of predetermined lengths having no adjusting mechanism. Then, below both ends of the assembly, the same unit frames 3a, connecting members 4b and interval adjusting members 5a are connected in the vertical direction to form'side pillars.
  • the above mentioned flatly formed assembly is lifted by using jacks 12.
  • the unit frames 3a are connected by using the connecting members 4b and interval adjusting members 5a to be side pillars.
  • the side pillars may be perfectly fixed at the lower ends to concrete bases 13.
  • roof plates are fitted to the upper surface of the flatly formed assembly, wall plates are fitted to the outsides of the pillars, further the opened front and rear portions are closed as required and a required inlet and outlet may be provided.
  • Figures 6 to 8 and 9 to 11 show methods of const-iliating arched simple assembly structures by using the device of the present invention.
  • the unit frames 3b as set horizontally are arranged to be of a predetermined width at proper intervals, the connecting member 4c is inserted through the inserting hole at the corner positioned on the lower outside of the assembly, the connecting member 4d is inserted through the interval adjusting members 5b between the unit frames 3b as in the embodiment through the inserting hole at the corner positioned on the lower inside of the assembly, the through holes at the outside and inside corners positioned below arid the connecting members 4c and 4d inserted therethrough are fixed to a concrete base 13a formed in advance and then, above them, the unit frames 3c are connected in turn through connecting members 4e. In such case the intervals of the interval adjusting members 5b located inside are adjusted so that the entire assembly may be arched.
  • 12a is a jack which supports the constructed assembly in connecting the unit frames 3b and 3c and will become unnecessary when the entire assembly is arched and is fixed also at the other end to the concrete foundation 13b.
  • the entire assembly is arched as in Figure 8, it will well endure a load.
  • roof plates are fitted to the upper surface of the assembly, the opened front and rear portions are closed as required and an inlet and outlet may be provided.
  • pipes 14 of a proper length which are also stoppers are used as lower interval adjusting members of the unit frames 3d and are arranged between the connecting members 4f in the portions requiring the adjustment of the intervals, wires 15 are respectively inserted through the connecting members 4f and pipes 14 so that, when the wires 15 are pulled, the intervals between the connecting members 4f in the portions requiring the adjustment of the intervals will be reduced and the entire assembly will be formed to be arched.
  • the connecting members 4f requiring the adjustment of the intervals are respectively provided with holes 16 through which the wires 15 are respectively inserted, the wires 15 are respectively inserted in turn through the holes 16 of the connecting members 4f and the pipes 14 and the same .
  • connecting members 4g as in the above mentioned embodiment are respectively inserted through the inserting holes 2 at the corners at both ends of the upper side to form such assembly as in Figures 9 and 10 on the ground.
  • the wires 15 are fixed at one end and are pulled at the other end, the intervals between the lower connecting members 4f will be reduced to the length of the'pipes 14 .adjusted in advance to arch the assembly. Then the assembly is lifted with a jack or the like not illustrated and concrete foundations ' 13c may be provided below both ends of the assembly to fix the assembly.
  • the concrete foundations 13c may be formed in advance.
  • Figures 12 and 13 show other embodiments of the device.
  • the unit frame 3f shown in Figure 12 is based on the form connecting two unit frames 3 shown in Figure 1 and has a connecting pipe 17 welded below and inserting holes 2b of connecting members 4h provided at the respective corners.
  • unit frame 3e shown in Figure 13 is based on the form connecting three unit frames 3 shown in Figure 1 and has connecting pipes 17a and 17b welded below and inserting holes 2c of connecting members 4h provided at the respective corners.
  • Figure 14 shows an embodiment in which a ridged simple roof assembly structure is constructed by using the above mentioned unit frames 3f and 3e. It is needless to say that the same simple assembly structure can be constructed with the device shown in Figure 1.
  • the inverted unit frames 3f are interposed respectively between the unit frames 3e to provide an assembly symmetrical on the right and left, the respective inserting holes 2c and 2b are aligned with each other, the connecting members 4h are respectively inserted through the aligned holes 2c and 2b, the interval adjusting members 5c are respectively provided between the connecting members 4h inserted through the inserting holes 2c and 2b below the middle portion of the assembly, the respective intervals between the connecting members 4h are reduced to ridge the assembly, then the assembly is lifted with jacks 12b, the same unit frames 3f or 3e are connected in the vertical direction by using the connecting members 4h and interval adjusting members 5c below both ends of the assembly to form side pillars and the side pillars may be properly fixed at the lower ends to concrete bases 13d.
  • the shapes of roofs can be not only flattened, ridged and arched but also made in any other forms.-Utilizability in the Industry
  • the unit frames, connecting members and interval adjusting members are mass-produced, simple assembly structures of sizes or shapes adapted to uses will be able to be thereby easily provided. It is very advantageous.
  • the connecting members are pipes, they can be utilized as cool or warm air feeding paths for air-conditioning devices, water feeding paths for sprinklers or electric wiring pipes. In such case, unnecessary parts may be closed or through holes may be made in necessary parts to make the utilization easy.
  • connection members not only the connecting members but also the unit frames can be utilized in the same manner.
  • the connecting members can be made to communicate with the hollow parts of the unit frames.
  • the constructing works can be made solely on the ground, the elevated works are eliminated, the safety of the works can be secured and the utilizability in the industry is very high.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Tents Or Canopies (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)

Abstract

Une methode de construction d'une structure simple par assemblage d'une pluralite de membres de connexion (4) composes d'elements de structure (3) formes par des tubes de forme triangulaire ayant des trous d'introduction amenages dans leur partie en coin respective et de tubes introduits dans les trous (2), et une pluralite d'organes de commande d'espacement (5) disposes entre les membres de connexion (4) pour commander l'espacement entre ces derniers; un dispositif de construction d'une structure simple comprenant les elements de structure (3), les membres de connexion (4) et les organes de commande d'espacement (5).
EP19790901159 1978-09-10 1980-04-08 Methode et dispositif de construction d'une structure simple d'assemblage. Withdrawn EP0020770A4 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
JP11085978A JPS5539513A (en) 1978-09-10 1978-09-10 Simply assembled structure
JP110859/78 1978-09-10

Publications (2)

Publication Number Publication Date
EP0020770A1 true EP0020770A1 (fr) 1981-01-07
EP0020770A4 EP0020770A4 (fr) 1981-01-23

Family

ID=14546472

Family Applications (1)

Application Number Title Priority Date Filing Date
EP19790901159 Withdrawn EP0020770A4 (fr) 1978-09-10 1980-04-08 Methode et dispositif de construction d'une structure simple d'assemblage.

Country Status (3)

Country Link
EP (1) EP0020770A4 (fr)
JP (1) JPS5539513A (fr)
WO (1) WO1980000585A1 (fr)

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0065873A2 (fr) * 1981-05-21 1982-12-01 Eugen Ege Procédé de construction
WO1988006663A1 (fr) * 1987-02-24 1988-09-07 Lerstoel Arne Martin Dispositif utilise dans une charpente
DE9105924U1 (de) * 1991-05-14 1991-07-11 Sorgatz, Swen, 1000 Berlin Vorrichtung zum stabilisierenden Verspannen von Raumtragwerken
WO1996001930A1 (fr) * 1994-07-11 1996-01-25 Weatherhaven Resources Ltd. Ossature couverte pliable autoporteuse
EP0814212A2 (fr) * 1996-06-20 1997-12-29 Langer geb. Layher, Ruth Dispositif pour cadre porteur
EP0980938A3 (fr) * 1998-08-20 2001-05-16 Konrad Lehrhuber Assemblage de support pour construction de bâtiments et méthode de fabrication relative
US10392828B2 (en) 2016-01-26 2019-08-27 Weatherhaven Global Resources Ltd. Rapidly deployable modular shelter system
US10794080B2 (en) 2016-01-26 2020-10-06 Weatherhaven Global Resources Ltd. Rapidly deployable modular shelter system
US11746555B2 (en) 2016-01-26 2023-09-05 Weatherhaven Global Resources Ltd. Rapidly deployable modular shelter system

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS59153942U (ja) * 1983-03-31 1984-10-16 株式会社島津製作所 Ｘ線撮影装置のフイルム取出し装置
ATE60390T1 (de) * 1986-03-13 1991-02-15 Strarch Ind Pty Ltd Gebaeudebinder.
US5390463A (en) * 1993-11-24 1995-02-21 Penn Fabrication (U.S.A.) Inc. Modular truss structure
KR101001063B1 (ko) 2010-05-06 2010-12-14 주식회사 유신 강관을 이용한 교량용 거더

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS51138020A (en) * 1975-05-23 1976-11-29 Hiyoshi Tatsuno Material for construction
JPS62109913A (ja) * 1985-11-06 1987-05-21 Kobe Steel Ltd 溶銑の脱珪・脱燐方法

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
See references of WO8000585A1 *

Cited By (13)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0065873A2 (fr) * 1981-05-21 1982-12-01 Eugen Ege Procédé de construction
EP0065873A3 (en) * 1981-05-21 1983-02-09 Eugen Ege Construction method and constructional elements
WO1988006663A1 (fr) * 1987-02-24 1988-09-07 Lerstoel Arne Martin Dispositif utilise dans une charpente
US4891917A (en) * 1987-02-24 1990-01-09 Lerstol Arne M Device in a building structure
DE9105924U1 (de) * 1991-05-14 1991-07-11 Sorgatz, Swen, 1000 Berlin Vorrichtung zum stabilisierenden Verspannen von Raumtragwerken
WO1996001930A1 (fr) * 1994-07-11 1996-01-25 Weatherhaven Resources Ltd. Ossature couverte pliable autoporteuse
EP0814212A2 (fr) * 1996-06-20 1997-12-29 Langer geb. Layher, Ruth Dispositif pour cadre porteur
EP0814212A3 (fr) * 1996-06-20 2000-08-16 Wilhelm Layher Vermögensverwaltungs-GmbH Dispositif pour cadre porteur
EP0980938A3 (fr) * 1998-08-20 2001-05-16 Konrad Lehrhuber Assemblage de support pour construction de bâtiments et méthode de fabrication relative
US10392828B2 (en) 2016-01-26 2019-08-27 Weatherhaven Global Resources Ltd. Rapidly deployable modular shelter system
US10794080B2 (en) 2016-01-26 2020-10-06 Weatherhaven Global Resources Ltd. Rapidly deployable modular shelter system
US11377868B2 (en) 2016-01-26 2022-07-05 Weatherhaven Global Resources Ltd. Rapidly deployable modular shelter system
US11746555B2 (en) 2016-01-26 2023-09-05 Weatherhaven Global Resources Ltd. Rapidly deployable modular shelter system

Also Published As

Publication number Publication date
JPS5539513A (en) 1980-03-19
WO1980000585A1 (fr) 1980-04-03
EP0020770A4 (fr) 1981-01-23

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Effective date: 19800916

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Effective date: 19821007