WO1986004371A1 - Openable dome roof and method of constructing same - Google Patents
Openable dome roof and method of constructing same Download PDFInfo
- Publication number
- WO1986004371A1 WO1986004371A1 PCT/JP1985/000725 JP8500725W WO8604371A1 WO 1986004371 A1 WO1986004371 A1 WO 1986004371A1 JP 8500725 W JP8500725 W JP 8500725W WO 8604371 A1 WO8604371 A1 WO 8604371A1
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- WO
- WIPO (PCT)
- Prior art keywords
- roof
- opening
- fixed
- dome
- open
- Prior art date
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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
- E04B7/00—Roofs; Roof construction with regard to insulation
- E04B7/18—Special structures in or on roofs, e.g. dormer windows
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B7/00—Roofs; Roof construction with regard to insulation
- E04B7/16—Roof structures with movable roof parts
- E04B7/166—Roof structures with movable roof parts characterised by a translation movement of the movable roof part, with or without additional movements
-
- 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
- E04B1/343—Structures characterised by movable, separable, or collapsible parts, e.g. for transport
- E04B1/346—Rotary buildings; Buildings with rotary units, e.g. rooms
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B7/00—Roofs; Roof construction with regard to insulation
- E04B7/08—Vaulted roofs
- E04B7/10—Shell structures, e.g. of hyperbolic-parabolic shape; Grid-like formations acting as shell structures; Folded structures
- E04B7/105—Grid-like 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
-
- 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
- E04B1/32—Arched structures; Vaulted structures; Folded structures
- E04B2001/3235—Arched structures; Vaulted structures; Folded structures having a grid frame
- E04B2001/3252—Covering details
Definitions
- the present invention relates to a dome-shaped roof structure, and particularly relates to a dome-shaped roof that can be partially opened and closed according to the weather.
- roof structure As is well known in the art, roofs are not attached to athletic structures such as baseball stadiums and athletics stadiums.
- the air membrane structure has the following problems.
- the air membrane structure consists of a roof made of a membrane material made of synthetic resin, etc., and seals the inside of the roof slightly under the atmospheric pressure than at atmospheric pressure. With this structure, the pressurized air does not leak out This will complicate the doorway structure.
- the present invention has been made in view of the above-mentioned conventional problems, and its purpose is to partially open and close the roof according to the weather, It allows natural daylight and ventilation in fine weather to enable athletic competition in a natural environment, and also enables competition in a comfortable environment even in rainy weather.
- An object of the present invention is to provide a dome-shaped roof structure that allows easy opening and closing operations.
- Another object of the present invention is to provide a method for safely and efficiently constructing the above-mentioned open / closed roof structure.
- the present invention provides a dome-shaped roof structure that is provided so as to cover the inside of a side wall erected on the ground.
- a ring-shaped fixed roof having an opening at the center and a peripheral edge fixed to the side wall; and a plurality of units having a substantially peripheral shape in which the opening is divided into at least two or more.
- Each unit has an open position supported by the fixed roof, and a closed position supported by each beam member in the opening. Move radially between positions The feature is that it is made possible.
- each of the beam members is fixed between the inner peripheral edge of the fixed roof and the center of the opening.
- This fixed beam member can have a guide rail for guiding the movement of the unit on the movable roof.
- the beam member is movable, and when the unit is in the open position 09, the movable beam member is brought close to the fixed roof.
- the movable beam member can be made of a telescopic beam that is attached to the fixed roof and extends toward the center of the opening.
- the telescopic beam is used to expand and contract the telescopic beam. This can be done by moving the kit.
- the movable beam member can be swung by drawing an arc-shaped locus around the inner periphery of the fixed roof part at one end and using the one end as a fulcrum in the plane of the opening. May be configured as rotating beams
- the fixed roof portion to be obtained is provided at a plurality of positions from the center of the opening.
- the roof structure is rotatably attached to a fixed beam in the form of a ring, and is provided on the opening side of each roof structure.
- the method includes the steps of roughing the roof with the surface grounded, and lifting the assembled roof end at the opening side and joining telescopic joints at a predetermined roof slope. That is what Since the roof construction is performed with the roof structural material installed at a level close to the ground, safety is high and preparation work is reduced. In addition, since parallel work can be performed for each divided block, it is efficient.
- FIGS. 1 (a) and 1 (b) are a plan view and a sectional view, respectively, showing an openable / closable dome roof according to an embodiment of the present invention in an open state;
- Figures 2 (a) and (b) are a plan view and a sectional view, respectively, showing the dome roof in a closed state;
- Fig. 3 (a) and (b) are a partially enlarged plan view and a sectional view, respectively, showing the movable unit of the dome roof:
- FIG. 4 is a partially enlarged perspective view showing a guide rail of the movable unit.
- FIGS. 5 (a) and 5 (b) each relate to another embodiment of the present invention.
- Plan and sectional views showing the open / closed dome roof in an open state Figs. 6 (a) and (b) are plan and sectional views showing the dome roof in a closed state, respectively;
- Figure 7 shows the telescopic beam of the dome roof
- Fig. 8 is a cross-sectional view along line A-A in Fig. 7:
- Fig. 9 shows another example of a telescopic beam.
- FIG. 10 is an enlarged plan view showing the distal end of the telescopic beam in an engaged state:
- FIGS. 11 and 12 are perspective views each showing the distal end:
- Fig. 14 is an enlarged plan view of the rotating beam:
- Fig. 15 (a), (b) and (c) are a sectional view, a side view and a plan view, respectively, showing the sliding and pivoting mechanism of the rotating beam:
- Fig. 16 (a) and (b) are plan views showing the state of the turning beam during and after the turning, respectively.
- Fig. 17 is a partially enlarged plan view showing another example of a rotating beam
- Fig. 18 is a plan view of the swiveling beam in the swiveling state:
- Fig. 9 (a) is a perspective view showing the support means of the rotating beam:
- FIG. 19 (b) is a plan view showing an example of the driving means of the rotating beam
- FIG. 20 to FIG. 22 are diagrams for explaining a construction method according to an embodiment of the present invention.
- FIG. 20 is a sectional view
- FIG. 21 is a partially enlarged plan view
- FIG. 22 is a plan view showing a completed state;
- FIG. 23 illustrates a construction method according to another embodiment of the present invention. This is the diagram for BEST MODE FOR CARRYING OUT THE INVENTION
- FIGS. 1 to 4 show an embodiment of an open / close dome roof according to the present invention.
- the dome roof shown in the figure is an example of a case where the dome roof is applied to an athletic stadium having a substantially circular plane.
- the dome roof has a cylindrical side wall 10 erected on the ground and a stand
- a dome-shaped roof is provided at the upper end of the side wall ⁇ 0 so as to cover the inside, and the roof portion has a substantially circular opening at the center portion thereof.
- Fig. 1 shows a state in which the movable roof part 16 has been moved outward and the opening 14 has been opened
- Fig. 2 shows a state in which the movable roof part 16 has been moved inward in the opposite direction. This shows a state in which the opening 14 is closed.
- the movable roof ⁇ 6 is divided into eight sections at equal angular intervals with the center point 0 of the central opening 14 of the fixed roof ⁇ 2 as the base point. It consists of eight fan-shaped units 17 around the circumference, and the material of each unit is a lightweight material such as a cloth material or an ultra-thin metal plate. It is suitable, and when the opening ⁇ 4 is closed, the side edge of each unit 17 will be overwrapped at the adjacent part. R Also, the radial length of each unit 17 is slightly shorter than the width of the fixed roof 12.
- annular beam 18 that defines an opening 14 is provided on the inner peripheral edge of the fixed roof portion 12, and a beam that is provided at the center of the opening 14 and at the center of the opening 14.
- Eight beams 22 extending radially from the center 0 to the outside are fixed between the beams 20 and the support 20, and the extension 2 2 a of each beam 22 is outside the fixed roof 12.
- the main guide rails 24 are fixed to the ends and are fixed on the upper surface thereof over their entire length, and these main guide rails 24 are connected to the main guide rails 24.
- Centered on the fixed roof 12 is a pair of sub-guide rails 26, 26 parallel to the outer width of each unit 17 at approximately the same width. Each is provided.
- a spacing adjusting material 28 for fitting the main guide rail 24 to the length is interposed. It is.
- Fig. 3 shows the details of the positional relationship between the unit 17 and the main and sub guide rails 24, 26.
- the main guide rails 24 are located on the center axis of each unit ⁇ 7, and the pair of auxiliary guide rails 26, 26 are sector-shaped units of the unit 717. It is located on the periphery of.
- a mounting bracket 32 to which a roller 30 is mounted is mounted on each guide rail 24, 26, and each mounting rail is mounted.
- the upper end of 32 is fixed to the lower surface of unit 17.
- Each unit 17 configured as described above is connected to wires, chains, and the like attached to a rotary power source driven by, for example, electricity or compressed air.
- the power source When the power source is started, it is guided by the main and sub guide rails 24 and 26 and moves radially, as shown in FIG. 1 or FIG. Then, open and close the central opening ⁇ 4 of the fixed roof 12.
- the movable roof ⁇ 6 composed of the unit 17 is moved inward in rainy weather or in summer, and the opening 1 is opened. 4 is closed, and the fixed roof 1.2 is used to complete the arched roof, which can prevent rainwater intrusion and block sunlight.
- the movable roof section 16 when the movable roof section 16 is moved outward, it is located on the fixed house and the root section 12, so that there is no need to provide a special storage space. If the length of each unit 17 is made smaller than the width of the fixed roof portion 12, the movable roof portion 16 does not protrude from the fixed roof portion 12 at that time. No problem in appearance
- each unit ⁇ 7 constituting the movable roof portion 16 is lightened by using a cloth material or an ultra-thin metal plate, and can be easily moved.
- a circular sports stadium is illustrated, but the present invention can be applied to other shapes, for example, ellipses and polygons.
- the shape of the central opening 14 may be not only a circle but also an ellipse or a polygon.
- the number is not limited to an example, and any number of 2 or more can be adopted.
- the movable roof section 16 is fixed to the fixed roof section 1 as in the above embodiment.
- FIGS. 5 to 8 show an openable dome roof according to another embodiment of the present invention.
- the movable roof is different from the above-mentioned embodiment.
- the supporting beam member is movable. That is, on the lower surface of each unit 17 constituting the movable roof portion 16, there are provided telescopic beams 34 arranged along the center axis, respectively, and at both ends on the outer side.
- a pair of guide rollers 36 are provided, each of which is mounted.
- Each guide roller 36 is mounted on the fixed roof portion 12 around the telescopic beam 34 in parallel with the outer end width of the unit 17 at substantially the same width as the outer end width.
- the pair of guide rails 38, 38 is pivotally connected to the pair of guide rails 38, 38 and rolls along the rail 38.
- Figures 7 and 8 show the details of how each unit 17 is attached to the telescopic beam 34 and the fixed roof 12.
- the telescopic beam 3 4 has an outer beam 3 4 a and an inner beam 3 4 b with a substantially rectangular hollow section.
- the inner beam 34b is composed of a number of rollers 34c, which are pivotally mounted at predetermined intervals along the longitudinal direction above and below the inside of the outer beam 34a.
- the upper and lower surfaces of the inner beam 34b are inserted into the inner wall of the inner beam 34b at predetermined intervals along the longitudinal direction.
- 34 d is protruding, and this mounting bracket 34 d is formed at the upper end of the outer beam 34 a, and is a guide for when the unit ⁇ 7 moves.
- Unit 17 is fixed to the upper end thereof so that the unit 17 and the outer beam 34a are kept at a predetermined distance from each other. It has become.
- the outer beam 34 a of the telescopic beam 34 is arranged along the beam 40 provided on the fixed roof portion 12, and the fixed roof portion 1 2 is interposed with the reinforcing member 42. It is fixed above.
- the inner beam 34b is provided with a steel wire attached to the power source, for example, a motor such as a motor driven by electricity or compressed air.
- a motor such as a motor driven by electricity or compressed air.
- the inner beam 34b moves in the outer beam 34a in the direction of the arrow shown in FIG.
- each unit 17 closes the opening ⁇ 4 as shown in FIG. 6, and the inner beam 34b is closed.
- each unit 17 is on the fixed roof 12 as shown in Fig. 5, and the opening 14 is open. Is Then, in this latter state, the inside of the opening 14 is a complete space, and a larger feeling of opening can be obtained as compared with the case of the above embodiment.
- the movable roof can be moved easily by extending and contracting the telescopic beams, so it can respond quickly to sudden changes in environmental conditions.
- the concrete structure of the expansion beam may be various in addition to the above embodiment.
- a built-in jack or the like so as to move it toward the center of the opening 14 and move it back and forth.
- FIGS. 10 to 12 show an example of this case, in which six telescopic beams are engaged for convenience, and these telescopic beams 34 are arranged in the circumferential direction. Every other tip adjacent to is almost the same shape as the circumference, and is divided into two groups A and B.
- the leading end 340a of this group A has a pentagonal shape whose upper and lower surfaces are almost parallel and is formed in a column shape, and its side surface has a pair of parallel surfaces 341a, 341a. And a pair of inclined surfaces 3 4 2a. 3 4 2a projecting outward between the parallel surfaces 3 4 1a and 3 4 1a and connecting the parallel surfaces 3 4 1a with each other.
- the telescopic beam 34 is fixed to the base end surface 343 a, and the base end surface 343 a is fixed to the telescopic beam 34.
- a first convex portion 344a that reduces the diameter in a taper shape is provided so as to protrude from the upper and lower ends at an interval.
- the first concave portion 345a into which the convex portion at the other end adjacent to the group A in the circumferential direction is fitted on the inclined surface 342a of the group A is shrunk toward the inner surface. It is recessed so as to have a diameter.
- one of the parallel surfaces 341a connected to the inclined surface 342a provided with the first concave portion 345a is provided with a tip convex portion of the other group B adjacent in the clockwise direction.
- a second convex portion 344 b to be fitted with the second concave portion 346 a is projected from one of the inclined surfaces 342 b.
- the distal ends 3400a and 340 of the telescopic beams 34 configured as described above are engaged as follows.
- the front end portion 340a of the group A ' is extended in the center direction so that the first convex portion 344a and the first concave portion 345a are fitted to each other, and Inclined surface 3 4 2a Make sure that the butts are in contact with each other.
- the distal end portion 34Ob of the other group B is extended toward the center, and the second concave portion 3446a and the second convex portion 3444b are fitted to each other.
- the inclined surface 3442b of the distal end portion 3440b of the group B corresponds to the distal end of the other group A, which is adjacent in the circumferential direction, and corresponds to the parallel surface 3411a of the portion 3440a.
- the contact is made by the uneven fitting.
- the engagement can be released by first retracting the other group B and then retracting the first group A.
- FIGS. 3 to 6 Another typical example of a movable beam for supporting each unit 17 of the movable roof 1'6 is a rotating beam.
- a preferred example of such a pivoting beam is shown in FIGS. 3 to 6, and in the illustrated example, there are eight pivoting beams 50 a to 50 h. Are pivotally mounted horizontally at the points P, P3, which divide the annular beam 1 '8 of the fixed roof part 1 2 at equal angular intervals around the circumference, respectively. .
- Each of the pivoting beams 50a to 5Oh extends radially from the center of the opening ⁇ 4 in the erected state as shown in FIG. 13 and opposes at the horizontal position in the diagram. As shown in FIG. 14, between the tips of 50a and 50e, there is provided a connecting device 51 for linearly extending these so that they can be disengaged and disengaged. Yes.
- an opening / closing device is used. Equipped pins or electromagnetic solenoids are used.
- the rotating beams 50b and 50c, 50c and 50d, 50d and 50e, 50e and 50f, 50f and 5 Between 0 g, 50 g and 50 h, and 50 h and 50 a, as shown in detail in FIG. 15, along one of the glazes, The pivot beam is slidably pivoted.
- the sliding pivot mechanism is provided on the side of the pivoting beam 50a on the side of the pivoting beam 50h.
- a frame 53 having a slit-like opening 53a at the side end from the tip to the vicinity of the pivot point P, of the annular beam 18 is fixedly mounted.
- a guide rail 54 having an I-shaped cross section is fixed to the inner surface of the frame 53 in a horizontal state over its entire length.
- the flange rail 54 is mounted on the flange surface so that it sandwiches it, and a pair of large and small diameter rotating rollers that roll along the surface. Rollers 55, 56 are provided, and the rotating rollers 55, 56 are a pair of mounting plates extending inward and outward through the opening 53a of the frame 53.
- the shafts are supported by spindles 58 to 57-57, respectively.
- the outer surface of the mounting plate 57 is supported by a mounting frame 60 via a spindle 58, and is supported on the side of the flange of the guide rail 54.
- the other end of the wire 63 extends in the frame 53 to the pivot side of the pivot beam 50a.
- a connecting frame fixed by an opening nut 67 near the tip of the rotating beam 50 h via a connecting pin 66. 6 8 is pivoted.
- the connecting frame 68 may be configured, for example, as a groove, so that the connecting frame 68 can move in the vertical direction of the bridle beam 5Oh.
- connection-devices 51 and 52 are appropriate? After releasing the wire, pull the wire 63 with a pinch or the like, and the two sets of four rotating beams 50 b to 50 e, 50 f connected four by four 550a respectively draw an arc-shaped trajectory passing through the center thereof in the plane of the opening 14 with the pivot point P, ⁇ 8 as the fulcrum and the pivot point P with the annular beam 18 respectively. It turns.
- Each of the rotating beams configured as described above is provided with a moving guide means such as a guide rail (not shown), and each unit 17 of the movable roof portion 16 G is provided. Is movably supported.
- the fixed roof portion 12 may be provided with a guide member similar to that shown in FIG.
- FIG. 17 and FIG. 18 show a modification of the above-mentioned pivoting beam, and only the difference will be described.
- the pivoting beam 50 a — 50 e shown in the above embodiment is explained.
- the connecting device 51 provided between the rotating beams 50a-50b and 50e-50f is removed, and the connecting beam 52 provided between the rotating beams 50a-50b and 50e-50f is removed.
- a telescoping member 70 is built in, and at the end of each of the extension members 70, a bracket 7 is provided so as to protrude, and a rotating beam 50 b is provided.
- 50 f A sliding pivot mechanism composed of a frame 53 etc. is provided on each side, and the mounting of the sliding pivot mechanism ⁇ 57 and the bracket 7 are provided. 1 and are connected by pin 6 6
- the two rotating beams 50a and 50e opposed to each other have a telescopic member 70 built-in, and all the trajectory beams are provided. It is pivotally connected between 50a and 50h.
- the pivoting beams 50a to 50h configured as described above are connected in a state where the entirety is connected while the elastic member 70 expands and contracts as shown in FIG. Open and close the central part of the annular beam 1 '8 in a nearly octagonal shape.
- opening and closing since each of the rotating beams 50a to 50h moves as a whole, it is more stable than the above-mentioned operation, and is structurally advantageous.
- the sliding mechanism is not limited to the rotating rollers 55, 56 and the wire 63 described above, but is provided within the frame 53 by a propeller.
- a built-in foot is used to transmit the rotational force of the propeller to the adjacent swivel beam via the worm gear, or to use the chain and sprocket. It may be a mechanism that uses a packet.
- a semicircular guide member as shown in FIG. 19 (a) is provided around the base end of the turning beam. It is preferable from the viewpoint of stabilizing the operation.
- the guide member shown in the peripheral view is composed of a guide rail 80 that projects in a semicircular shape from the inner surface of the annular beam 18 according to the turning trajectory of each rotating beam 50.
- This guide rail 80 is provided on the upper surface of a L-shaped U-shaped rail support 82 fixed to the annular beam 18 and the main girder 81 of the fixed roof 12. It supports the lower surface of the rotating beam 50 and slides it between the position close to the inner surface of the annular beam 18 and the 90 ° turning position. It is a guide for movement.
- the sliding surface of the guide rail 80 is made of a material having a small friction coefficient, such as polytetrafluoroethylene, and the sliding surface is moved as far as possible. The frictional resistance of the surface is reduced.
- reference numerals 83 and 84 denote hinge brackets provided on the annular beam 18 and the rotating beam 50, respectively.
- the rotating beam 50 is pivotally connected to the inner surface of the annular beam 18 by passing the hinge pin 85 between the flanges 83 and 84.
- Reference numeral 86 denotes a rail member provided on the upper surface of the rotating beam 50, and this rail member 86 is provided on the upper surface of the radial main girder 87 of the fixed roof portion 12-.
- the rail member 88 is continuous with the rail member 88 so as to guide the movement of the unit 17 of the movable roof portion 16.
- each pivoting beam 50 can be performed by a suitable driving means. At this time, each pivoting beam 50 is slid along the guide rail 80. Finally, the tip is brought into contact with the inner surface of the annular beam 18, and the opening 14 is fully opened. During this turning operation, the load does not concentrate only on each hinge pin 85, and the load is shared by the pedestal 82, so that the supportability may be improved or the tip may be bent. Deflection is also reduced, enabling stable and safe turning operation.
- the positioning of the pivoting beam 50 at the anchoring position shown in FIG. 19 (a) is performed by providing the guide rail 80 with a stall and a pivoting beam 50. This is done automatically when the base end face of the base abuts against the annular beam 18.
- Fig. 19 (b) shows an example of the driving device for the above-mentioned pivoting beam 50.
- This device consists of a hydraulic jack 90, and its cylinder
- the base end 90 a on one side is rotatably connected to an anti-force receiving beam 91, which is installed between the annular beam 18 of the fixed roof portion 12 and the main beam 81.
- the end 9 Ob on the side of the piston is located at a predetermined position of the rotating beam 50. It is attached to the unit via the connecting bracket 92. Then, the turning beam 50 is turned along the guide rail 80 by extension and contraction of the hydraulic jack 90.
- the driving means of the rotating beam 50 is not limited to this, and various configurations such as using a wire instead of a hydraulic jack, for example, may be used. Is possible.
- each rotating beam 50 is driven to rotate one by one.
- Each bridle beam 50 is preferably constructed so as to be self-expanding and contractible, and is extended at the position shown by the solid line in FIG. 19 (b), so that the center of the opening 14 is formed. By engaging the tip portions of the rotating beams with each other, sufficient supporting strength can be obtained.
- FIG. 20 to FIG. 22 show a procedure according to a preferred embodiment of the present invention.
- 100 is a ground of a stadium such as a baseball stadium
- 1-2 is a substantially circular building constructed on the outer periphery of the ground.
- the outer wall (side wall) is the uppermost stage, and there is a spectator seat that is inclined stepwise toward the 100th side of the ground.
- the fixed roof part of the above-mentioned dome roof will be constructed.
- the roof is constructed by dividing the roof structural material 104 into a plurality of blocks with the central part 0 as the center of the building.
- the eaves-side end is rotatably mounted on a ring-shaped fixed beam 106 fixed along the upper end of the side wall of the building 102 via a hinge pin 108.
- a compression ring beam 110 is provided on the center opening side of each roof structural member No. 04. .
- each compression ring beam 11 ⁇ Adjacent portions of each compression ring beam 11 ⁇ are connected in a ring shape by hydraulic or mechanically driven expansion / contraction joints 112.
- the above-described base end of the rotation beam 50 is rotatably mounted, and the compression ring beam 11 It is rotatably supported along a semicircular guide rail 80 provided on the inner periphery of the cylinder 0.
- a rotating beam is used, but it is needless to say that the other movable beam or the fixed beam described above may be used.
- each roof structural member 104 a column 114 is temporarily provided on the rotation base end side, and the upper end of the column 114 and the roof structural member 104 are provided. 4 is connected to the rotating end side by a tension member 1 "16.
- Each roof structural member ⁇ 04 is supported by a hinge pin 108, and its rotating end is Ground ⁇ Assembled with grounding on the side of 0. After assembling, assembling the roof and other steel frames that make up the roof, and adding tension to the roof membrane and the roof membrane stretched on top of it. It can be lifted up on the roof by setting up wires and the like to make it easier.
- the tension members ⁇ ⁇ ⁇ 6 are rolled up, so that each roof structural material ⁇ 04 starts from the hinge pin 108.
- the inner peripheral side is lifted.
- the width between the adjacent compression ring beams ⁇ 0 is reduced, but the expansion and contraction joints 1 1 and 2 are reduced, so that the compression ring beams are lifted up.
- 'A' which is indicated by a set of points in Fig. 22, indicates the roof part stretched on the roof structural material 104.
- the triangular non-roof structural material section B formed between the sections A may be lifted up to the roof in a state where it is extended from the roof structural material 104 in advance, or may be installed in each building.
- a roof may be formed for each of the root structure materials 4 04, and after building this, a roof may be constructed in section B.
- the pillars can be removed after the roof is constructed, or they can be left as they are for maintenance or support. .
- FIG. 23 shows another embodiment of the method according to the present invention.
- the method of lifting the roof structural member ⁇ 04 is ground 10 0. 0, and place the crane 1 2 0 on the The roof structural material 104 is lifted by the fin 120.
- lifting can be performed more reliably by using not only the clean but also a lift-up.
- the roof was assembled with the ring-shaped fixed beam 106 fixed to the upper part of the side wall, but the fixed beam does not necessarily have to be fixed. After assembling the entire roof on the ground in an unfixed state and ascending the ridge, lift the fixed beam 106 by lifting it up and fix it in place at the top of the wall. You can do it.
- the roof construction or finishing is performed while the roof structural material is grounded to a level close to the ground. Since large-scale supports such as five temporary pillars are not required because processing up to processing can be performed, temporary scaffolding and fall curing can be reduced to a small part, so temporary construction can be greatly reduced. In addition, work at heights is reduced, so that labor can be saved. According to the method of the present invention, preparation work such as temporary maintenance work is greatly reduced, the roof work can be started early, and each divided block can be used. Since parallel work is also possible, the work period can be shortened.
Description
Claims
Priority Applications (4)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE8686900282T DE3580846D1 (de) | 1985-01-23 | 1985-12-26 | Zu oeffnendes kuppeldach und methode zur konstruktion desselben. |
GB08613497A GB2179975B (en) | 1985-01-23 | 1985-12-26 | Openable dome-shaped roof structure and a method of constructing the same |
KR1019860700389A KR930000119B1 (ko) | 1985-01-23 | 1985-12-26 | 개폐식 도움형 지붕구조물 및 그 구축방법 |
MYPI87000847A MY101251A (en) | 1985-01-23 | 1987-06-19 | Openable dome-shaped roof structure and a method of constructing the same. |
Applications Claiming Priority (12)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP60/9137 | 1985-01-23 | ||
JP60009137A JPS61169541A (ja) | 1985-01-23 | 1985-01-23 | 開閉式ド−ム屋根 |
JP60/9136 | 1985-01-23 | ||
JP60009136A JPS61169540A (ja) | 1985-01-23 | 1985-01-23 | 開閉式ド−ム屋根 |
JP60/131657 | 1985-06-19 | ||
JP13165785A JP2693751B2 (ja) | 1985-06-19 | 1985-06-19 | 開閉式屋根用可動梁 |
JP12396185U JPH0510086Y2 (ja) | 1985-08-14 | 1985-08-14 | |
JP60/123961U | 1985-08-14 | ||
JP60/173613U | 1985-11-13 | ||
JP17361385U JPH0510087Y2 (ja) | 1985-11-13 | 1985-11-13 | |
JP60/257638 | 1985-11-19 | ||
JP60257638A JPS62117956A (ja) | 1985-11-19 | 1985-11-19 | ド−ム形屋根の構築方法 |
Publications (1)
Publication Number | Publication Date |
---|---|
WO1986004371A1 true WO1986004371A1 (en) | 1986-07-31 |
Family
ID=27548183
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
PCT/JP1985/000725 WO1986004371A1 (en) | 1985-01-23 | 1985-12-26 | Openable dome roof and method of constructing same |
Country Status (7)
Country | Link |
---|---|
US (1) | US4751800A (ja) |
EP (1) | EP0210276B1 (ja) |
KR (1) | KR930000119B1 (ja) |
AU (1) | AU577438B2 (ja) |
DE (1) | DE3580846D1 (ja) |
GB (1) | GB2179975B (ja) |
WO (1) | WO1986004371A1 (ja) |
Cited By (5)
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FR2596790A1 (fr) * | 1986-04-08 | 1987-10-09 | Ohbayashi Corp | Structure de toit retractable |
US6003269A (en) * | 1997-04-07 | 1999-12-21 | Mcree; Richard T. | Retractable covering for spaces |
CN103306412A (zh) * | 2013-06-25 | 2013-09-18 | 国核工程有限公司 | 一种可开启式穹顶钢结构 |
CN105275122A (zh) * | 2014-07-24 | 2016-01-27 | 冯玉廷 | 大型场馆即时活动幕顶 |
CN105604190A (zh) * | 2015-12-18 | 2016-05-25 | 上海交通大学 | 一种预制装配式气膜混凝土壳及其制作方法 |
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WO1986006123A1 (en) * | 1985-04-09 | 1986-10-23 | Ohbayashi-Gumi, Ltd. | Openable dome roof and method of constructing same |
NO160936C (no) * | 1987-02-24 | 1989-06-21 | Arne Martin Lerstoel | Anordning ved byggekonstruksjon. |
GB8805183D0 (en) * | 1988-03-04 | 1988-04-07 | Brown G | Three-dimensional structure |
JPH0765372B2 (ja) * | 1988-11-24 | 1995-07-19 | 清水建設株式会社 | 開閉式屋根 |
US5189851A (en) * | 1989-01-24 | 1993-03-02 | Kajima Corporation | Movable dome-type roof for structure |
US5257481A (en) * | 1989-01-25 | 1993-11-02 | George S. Reppas | Retractable dome |
CA2013359C (en) * | 1989-03-30 | 1993-06-08 | Hiroki Muramoto | Openable roof apparatus |
AU615384B2 (en) * | 1989-04-10 | 1991-09-26 | Ohbayashi Corporation | Openable dome-shaped roof structure |
US5203125A (en) * | 1989-08-16 | 1993-04-20 | Shimizu Construction Co., Ltd. | Openable roof |
US5035093A (en) * | 1990-03-05 | 1991-07-30 | Blenkhorn And Sawle Limited | Building structure with fixed center and movable perimeter roof sections |
JP2885947B2 (ja) * | 1991-02-22 | 1999-04-26 | 前田建設工業株式会社 | 開閉式屋根構造 |
US5373668A (en) * | 1993-06-09 | 1994-12-20 | Shulman; Neil B. | Cottage with removable roof |
US5778603A (en) * | 1996-10-29 | 1998-07-14 | Reppas; George S. | Retractable dome |
US6082054A (en) * | 1998-08-27 | 2000-07-04 | Silberman; Cyril J. | Retractable stadium roofs and transport mechanism therefor |
GB9918919D0 (en) * | 1999-08-12 | 1999-10-13 | Tomlinson Andrew D | Improvements to retracting roof systems for buildings |
AU3210301A (en) * | 2000-03-01 | 2001-09-12 | Building Design Partnership Ltd. | Retractable roof |
US6754994B2 (en) | 2000-03-01 | 2004-06-29 | Farahmand Jahanpour | Retractable roof |
US6415556B1 (en) | 2000-07-03 | 2002-07-09 | Uni-Systems, Inc. | Transport mechanism for large structures such as retractable stadium rooves |
US6718696B2 (en) | 2001-01-23 | 2004-04-13 | Uni-Systems, Llc | Movable wall for stadium |
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ITRM20050184A1 (it) * | 2005-04-14 | 2006-10-15 | L A S P System Italia S R L | Struttura di copertura con diverse funzioni, ad esempio quella antisismica, di protezione da raffiche di vento, ed altro ancora. |
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US10450746B2 (en) * | 2015-09-30 | 2019-10-22 | George Pul | Folded dome like retractable opening structure and method |
US10487874B2 (en) | 2016-08-31 | 2019-11-26 | Geiger Gossen Campbell Engineers P.C. | Non-linear bearing release for large moveable structures |
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JPH0688744A (ja) * | 1992-09-07 | 1994-03-29 | Fujita Corp | Ae計測による斜面崩壊位置の標定方法 |
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- 1985-12-26 WO PCT/JP1985/000725 patent/WO1986004371A1/ja active IP Right Grant
- 1985-12-26 US US06/882,979 patent/US4751800A/en not_active Expired - Lifetime
- 1985-12-26 GB GB08613497A patent/GB2179975B/en not_active Expired
- 1985-12-26 AU AU53050/86A patent/AU577438B2/en not_active Ceased
- 1985-12-26 KR KR1019860700389A patent/KR930000119B1/ko not_active IP Right Cessation
- 1985-12-26 DE DE8686900282T patent/DE3580846D1/de not_active Expired - Fee Related
- 1985-12-26 EP EP86900282A patent/EP0210276B1/en not_active Expired - Lifetime
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JPH0685137A (ja) * | 1992-09-01 | 1994-03-25 | Kyocera Corp | 半導体素子収納用パッケージの製造方法 |
JPH0688744A (ja) * | 1992-09-07 | 1994-03-29 | Fujita Corp | Ae計測による斜面崩壊位置の標定方法 |
Cited By (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR2596790A1 (fr) * | 1986-04-08 | 1987-10-09 | Ohbayashi Corp | Structure de toit retractable |
US6003269A (en) * | 1997-04-07 | 1999-12-21 | Mcree; Richard T. | Retractable covering for spaces |
CN103306412A (zh) * | 2013-06-25 | 2013-09-18 | 国核工程有限公司 | 一种可开启式穹顶钢结构 |
CN103306412B (zh) * | 2013-06-25 | 2015-10-21 | 国核工程有限公司 | 一种可开启式穹顶钢结构 |
CN105275122A (zh) * | 2014-07-24 | 2016-01-27 | 冯玉廷 | 大型场馆即时活动幕顶 |
CN105604190A (zh) * | 2015-12-18 | 2016-05-25 | 上海交通大学 | 一种预制装配式气膜混凝土壳及其制作方法 |
CN105604190B (zh) * | 2015-12-18 | 2017-12-05 | 上海交通大学 | 一种预制装配式气膜混凝土壳及其制作方法 |
Also Published As
Publication number | Publication date |
---|---|
AU5305086A (en) | 1986-08-13 |
GB2179975B (en) | 1988-09-01 |
US4751800A (en) | 1988-06-21 |
KR870700114A (ko) | 1987-03-14 |
EP0210276A4 (en) | 1987-05-13 |
GB8613497D0 (en) | 1986-07-09 |
GB2179975A (en) | 1987-03-18 |
AU577438B2 (en) | 1988-09-22 |
EP0210276A1 (en) | 1987-02-04 |
KR930000119B1 (ko) | 1993-01-09 |
EP0210276B1 (en) | 1990-12-05 |
DE3580846D1 (de) | 1991-01-17 |
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