EP0020770A1 - Method of constructing simple built-in framework and device therefor - Google Patents
Method of constructing simple built-in framework and device therefor Download PDFInfo
- 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- Withdrawn
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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
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/32—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
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—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.
Abstract
A method of constructing a simple framework by assembling a plurality of connecting members (4) composed of unit frames (3) formed of pipes in a triangular shape with inserting holes (2) provided at the respective corner portions thereof and pipes inserted into the holes (2), and a plurality of spacing control members (5) arranged between the connecting members (4) for controlling the spacing therebetween; and a device for constructing a simple framework consisting of the unit frames (3), connecting members (4) and spacing control members (5).
Description
- 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.
- Skeletons of such structures as factories, workshops, hothouses and bridges have been heretofore constructed of steel bars and steel frames of different shapes and sizes prepared in conformity with the structures to be constructed.
- Therefore, there have been defects that it is necessary and uneconomical to prepare steel bars and steel frames of different shapes and sizes in conformity with the sizes and kinds of the structures and trouble and skill are required for the construction.
- Further, there has been a defect that, as air-conditioning devices, sprinklers and electric wirings have been formed quite separately from the skeletons.of structures, trouble is required to set such devices.
- In the present invention, the materials themselves of the constructed structure can be effectively utilized for such air-conditioning devices, sprinklers and electric wirings.
- Further, in the conventional structure, as the foundation is formed on the ground and the upper parts are constructed in turn, there is a defect that, with the progress of the construction, the working field becomes upper or higher with a danger in the works.
- In the present invention, 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. Thus the safety of the workers can be secured.
- Also, the foothold of the structure can be easily elevated in conformity with the progress of the construction of the structure.
- In the method of constructing simple assembly structures of the present invention, 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.
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- Figure 1 is a perspective view of a device according to the present invention as disassembled.
- Figure 2 is a perspective view showing the same as assembled.
- Figures 3,4, and 5 are elevations.showing constructing processes.
- Figures 6, 7 and 8 are elevations showing other constructing processes.
- Figures 9, 10 and 11 are elevations showing still . bther embodiments.
- Figure 12 is a perspective view of a device as disassembled showing another embodiment.
- Figure 13 is a perspective view of a device as disassembled showing still another embodiment.
- Figure 14 is an elevation of a simple structure using the device of Figure 3.
- In order to more particularly explain the present invention, it shall be explained in the following with reference to the accompanying drawings.
- Figure.1 shows a device for using the method of the present invention.
- The device of the present invention comprises
unit frames 3 in whichpipes 3 are made triangular and insertingholes 2 are provided at the respective corners of the triangle; connectingmembers 4 consisting of pipes to be inserted respectively through the above mentioned insertingholes 2 andinterval adjusting members 5 to be provided between the connectingmembers 4 in proper positions. - First, the
unit frames 3 shall be described. Pipe-shapedinserting parts 6 are welded to the respective corners of thetriangular pipes 1 so as to intersect at right angles with thepipes 1 and the interiors of the pipe-shapedinserting parts 6 are made insertingholes 2. - By the way, in the case of the illustrated embodiment, brackets 7 are welded to the welded portions of the
pipes 1 and pipe-shaped insertingparts 6 and, as shown in Figure 2, reinforcingmembers 8 can be fitted 'between the brackets 7 in the formation. - Now, the connecting
members 4 shall be described. The connectingmembers 4 are formed of pipes of diameters inserted respectively through the insertingholes 2 of the above mentionedunit frames 3 and are further fitted with caps 9 at the ends as required. - The
interval adjusting members 5 shall be described. In the case of the illustrated embodiment, so-called turn-buckles 10 are used and pipe-shaped insertings parts 11 through which the above mentioned connectingmembers 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.
- That is to say, 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 insertingholes 2 at both end corners of the respective adjacent upper sides are aligned with each other and the connectingmembers 4 are respectively inserted through the aligned insertingholes 2. As a result, all the insertingholes 2a at the lower corners of the unit frames are also arranged in the same positions in the width direction. - Then, the connecting
members 4a are inserted respectively through the insertingholes 2a at the lower corners. In the present invention, theinterval adjusting members 5 are arranged between the lower corners of theunit frames 3, the connectingmembers 4a are inserted in turn respectively through the insertingholes 2a at the lower corners of theunit frames 3 and the pipe-shaped inserting parts 11 at both ends of theinterval adjusting members 5. Therefore, if theinterval adjusting members 5 are adjusted, the upper surfaces of the parallelly provided unit frames 3.will be able to be flattened, ridged or curved. - Needless to say, .in the illustration in-Figure 3, 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, thesame unit frames 3a, connectingmembers 4b andinterval adjusting members 5a are connected in the vertical direction to form'side pillars. - That is to say, as shown in Figures 3-and 4, the above mentioned flatly formed assembly is lifted by using
jacks 12. In the vertical direction at both ends of the assembly, theunit frames 3a are connected by using the connectingmembers 4b andinterval adjusting members 5a to be side pillars. When a required height is reached, the side pillars may be perfectly fixed at the lower ends toconcrete bases 13. - Then, 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- tructing arched simple assembly structures by using the device of the present invention.
- First, Figures 6 to 8 shall be explained. The
unit frames 3b as set horizontally are arranged to be of a predetermined width at proper intervals, the connectingmember 4c is inserted through the inserting hole at the corner positioned on the lower outside of the assembly, the connectingmember 4d is inserted through theinterval adjusting members 5b between theunit 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 connectingmembers concrete base 13a formed in advance and then, above them, theunit frames 3c are connected in turn through connectingmembers 4e. In such case the intervals of theinterval adjusting members 5b located inside are adjusted so that the entire assembly may be arched. - By the way, in the drawings, 12a is a jack which supports the constructed assembly in connecting the
unit frames concrete foundation 13b. When the entire assembly is arched as in Figure 8, it will well endure a load. Then, 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. - Now, Figures 9 to 11 shall be described. -In this embodiment,
pipes 14 of a proper length which are also stoppers are used as lower interval adjusting members of theunit frames 3d and are arranged between the connectingmembers 4f in the portions requiring the adjustment of the intervals,wires 15 are respectively inserted through the connectingmembers 4f andpipes 14 so that, when thewires 15 are pulled, the intervals between the connectingmembers 4f in the portions requiring the adjustment of the intervals will be reduced and the entire assembly will be formed to be arched. - That is to say, as shown in Figure 9, the connecting
members 4f requiring the adjustment of the intervals are respectively provided withholes 16 through which thewires 15 are respectively inserted, thewires 15 are respectively inserted in turn through theholes 16 of the connectingmembers 4f and thepipes 14 and the same . connectingmembers 4g as in the above mentioned embodiment are respectively inserted through the insertingholes 2 at the corners at both ends of the upper side to form such assembly as in Figures 9 and 10 on the ground. When thewires 15 are fixed at one end and are pulled at the other end, the intervals between the lower connectingmembers 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 andconcrete foundations '13c may be provided below both ends of the assembly to fix the assembly. - Needless to say, the
concrete foundations 13c may be formed in advance. - By the way, fitting the roof plates and others is the same as in the above mentioned embodiment.
- Figures 12 and 13 show other embodiments of the device. The
unit frame 3f shown in Figure 12 is based on the form connecting twounit frames 3 shown in Figure 1 and has a connectingpipe 17 welded below and insertingholes 2b of connectingmembers 4h provided at the respective corners. - Further, the
unit frame 3e shown in Figure 13 is based on the form connecting threeunit frames 3 shown in Figure 1 and has connectingpipes 17a and 17b welded below and insertingholes 2c of connectingmembers 4h provided at the respective corners. - Further, Figure 14 shows an embodiment in which a ridged simple roof assembly structure is constructed by using the above mentioned
unit frames - That is to say, the
inverted unit frames 3f are interposed respectively between theunit frames 3e to provide an assembly symmetrical on the right and left, the respective insertingholes members 4h are respectively inserted through the alignedholes interval adjusting members 5c are respectively provided between the connectingmembers 4h inserted through the insertingholes members 4h are reduced to ridge the assembly, then the assembly is lifted withjacks 12b, the same unit frames 3f or 3e are connected in the vertical direction by using the connectingmembers 4h andinterval 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 toconcrete bases 13d. - By the way, according to the device of the present invention, the shapes of roofs can be not only flattened, ridged and arched but also made in any other forms.-Utilizability in the Industry
- As in the above, in the present invention, if 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. Further, as 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.
- Further, as required, 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.
Claims (2)
1. A method of constructing simple assembly structures characterized in that 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.
2. A device for constructing simple assembly structures comprising unit frames in which pipes are made triangular and inserting holes are provided at the respective corners of the triangle, connecting members consisting of pipes having diameters to be inserted respectively through said inserting holes and interval adjusting members to be provided between the separated connecting members.
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP110859/78 | 1978-09-10 | ||
JP11085978A JPS5539513A (en) | 1978-09-10 | 1978-09-10 | Simply assembled structure |
Publications (2)
Publication Number | Publication Date |
---|---|
EP0020770A1 true EP0020770A1 (en) | 1981-01-07 |
EP0020770A4 EP0020770A4 (en) | 1981-01-23 |
Family
ID=14546472
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP19790901159 Withdrawn EP0020770A4 (en) | 1978-09-10 | 1980-04-08 | Method of constructing simple built-in framework and device therefor. |
Country Status (3)
Country | Link |
---|---|
EP (1) | EP0020770A4 (en) |
JP (1) | JPS5539513A (en) |
WO (1) | WO1980000585A1 (en) |
Cited By (9)
Publication number | Priority date | Publication date | Assignee | Title |
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EP0065873A2 (en) * | 1981-05-21 | 1982-12-01 | Eugen Ege | Construction method |
WO1988006663A1 (en) * | 1987-02-24 | 1988-09-07 | Lerstoel Arne Martin | Device in a building structure |
DE9105924U1 (en) * | 1991-05-14 | 1991-07-11 | Sorgatz, Swen, 1000 Berlin, De | |
WO1996001930A1 (en) * | 1994-07-11 | 1996-01-25 | Weatherhaven Resources Ltd. | Self-supporting collapsible covered frame structure |
EP0814212A2 (en) * | 1996-06-20 | 1997-12-29 | Langer geb. Layher, Ruth | Structural frame appliance |
EP0980938A3 (en) * | 1998-08-20 | 2001-05-16 | Konrad Lehrhuber | Support assembly for buildings construction and method of making the same |
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)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS59153942U (en) * | 1983-03-31 | 1984-10-16 | 株式会社島津製作所 | Film removal device for X-ray imaging equipment |
ATE60390T1 (en) * | 1986-03-13 | 1991-02-15 | Strarch Ind Pty Ltd | BUILDING TISSUE. |
US5390463A (en) * | 1993-11-24 | 1995-02-21 | Penn Fabrication (U.S.A.) Inc. | Modular truss structure |
KR101001063B1 (en) | 2010-05-06 | 2010-12-14 | 주식회사 유신 | The gurder to use steel pipe for bridge |
Family Cites Families (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS51138020A (en) * | 1975-05-23 | 1976-11-29 | Hiyoshi Tatsuno | Material for construction |
JPS62109913A (en) * | 1985-11-06 | 1987-05-21 | Kobe Steel Ltd | Desiliconizing and dephosphorizing method for molten iron |
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1978
- 1978-09-10 JP JP11085978A patent/JPS5539513A/en active Pending
-
1979
- 1979-09-10 WO PCT/JP1979/000240 patent/WO1980000585A1/en unknown
-
1980
- 1980-04-08 EP EP19790901159 patent/EP0020770A4/en not_active Withdrawn
Non-Patent Citations (1)
Title |
---|
See references of WO8000585A1 * |
Cited By (13)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP0065873A2 (en) * | 1981-05-21 | 1982-12-01 | Eugen Ege | Construction method |
EP0065873A3 (en) * | 1981-05-21 | 1983-02-09 | Eugen Ege | Construction method and constructional elements |
WO1988006663A1 (en) * | 1987-02-24 | 1988-09-07 | Lerstoel Arne Martin | Device in a building structure |
US4891917A (en) * | 1987-02-24 | 1990-01-09 | Lerstol Arne M | Device in a building structure |
DE9105924U1 (en) * | 1991-05-14 | 1991-07-11 | Sorgatz, Swen, 1000 Berlin, De | |
WO1996001930A1 (en) * | 1994-07-11 | 1996-01-25 | Weatherhaven Resources Ltd. | Self-supporting collapsible covered frame structure |
EP0814212A2 (en) * | 1996-06-20 | 1997-12-29 | Langer geb. Layher, Ruth | Structural frame appliance |
EP0814212A3 (en) * | 1996-06-20 | 2000-08-16 | Wilhelm Layher Vermögensverwaltungs-GmbH | Structural frame appliance |
EP0980938A3 (en) * | 1998-08-20 | 2001-05-16 | Konrad Lehrhuber | Support assembly for buildings construction and method of making the same |
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 (en) | 1980-04-03 |
EP0020770A4 (en) | 1981-01-23 |
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17P | Request for examination filed |
Effective date: 19800916 |
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