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31. 发明专利

JP2001295372A CONSTRUCTION METHOD OF LARGE SPAN ROOF STRUCTURE 失效
公开(公告)号：JP2001295372A
公开(公告)日：2001-10-26
申请号：JP2000108872
申请日：2000-04-11
申请人： TOMOE CORP
发明人： KAWAZOE TOSHIYUKI
IPC分类号： E04B1/35 , E04G21/14
摘要： PROBLEM TO BE SOLVED: To provide a construction method of a large span roof structure, capable of reducing construction materials and costs and shortening a construction period, allowing field-assembling work to be safely performed near the ground without placing the skeleton of the roof structure in a horizontal position and enabling setting up the roof structure to be stably finished. SOLUTION: Column base skeletons 2A and 2B of the roof structure 1 preassembled on the ground G are rotatably attached in such a manner as to be able to be rocked on a foundation. The central part of the connected roof structure is supported by a push-up device 7. The upper part of a support 22 of the device 7 is connected to the right and left sides on the ground G by tension wires 8A and 8B given constant tensile force by winches 11. The device 7 is extended with the tensile force of the tension wires 8A and 8B kept constant in order to push up the roof structure 1.

32. 发明专利

JP2001081865A ROOF STRUCTURE AND CONSTRUCTION METHOD THEREFOR 失效
公开(公告)号：JP2001081865A
公开(公告)日：2001-03-27
申请号：JP25864199
申请日：1999-09-13
申请人： TOMOE CORP
发明人： KAWAZOE TOSHIYUKI
IPC分类号： E04B1/32 , E04B7/08
摘要： PROBLEM TO BE SOLVED: To provide a construction method for a roof structure, which can construct a comparatively large roof very efficiently, instead of large-scale construction method such as a full scaffold construction method, a lift-up construction method and the like. SOLUTION: Plural truss frame materials 4 are arranged in order like a flat surface net extending from the eaves edge part side to the ridge part side, circumferential joint materials are installed between the respective contact parts of the truss frame materials 4, and plural circumferential continuous compression rings 6 are arranged in order concentrically from the eaves edge side to the ridge part side. Pre-stress is introduced into the compression rings 6 in order from the eaves edge side to the ridge part side. The top chord and the bottom chord of each circumferential joint material are deformed from the bent state into the straight sate to introduce pre-stress into each compression ring 6.

33. 发明专利

JPH11172967A MEMBRANE STRUCTURE 失效
公开(公告)号：JPH11172967A
公开(公告)日：1999-06-29
申请号：JP34476697
申请日：1997-12-15
申请人： TOMOE CORP
发明人： KAWAZOE TOSHIYUKI , UEKI TAKASHI , MURANAKA MAKOTO
IPC分类号： E04H15/34
摘要： PROBLEM TO BE SOLVED: To reduce the size of an upper cord material used commonly as a membrane material receiving member by simplifying the shape and supporting method of a membrane material and reducing the number of component members of a membrane structure so as to reduce weight and cost and also reducing a bending moment due to eccentricity between a tension of the membrane material and an axial force of a tie rod in the membrane structure in which the membrane materials are stretched on a roof frame of a space truss. SOLUTION: Truss frame materials 1 obtained by connecting upper cord materials 6 to lower cord materials 7 through strut materials 8 and web materials 9 are arranged at intervals in parallel with each other, through members 2 positioned lower than the upper chord materials 6 are arranged between the truss frame materials 1 in parallel with the truss frame materials 1, and the truss frame materials are connected to each other through tie rods 3 at the lower penal point parts A2 of the strut materials. Then the panel point parts A1 and A2 at the upper and lower parts of the strut materials 8 are connected to the through members 2 through the tie rods 4 arranged on surfaces perpendicular to the truss frame materials, the panel point position of the upper or lower chord to which the web materials 9 of the truss frame materials are connected is also connected tO the through members 2 through the tie rods 5, and membrane materials are installed tensely on the upper chord materials 6 and through members 2 of the truss frame materials using shape steels and pipe members on the upper surface of these shape steels and pipe members.

34. 发明专利

JPH10325182A CONSTRUCTION METHOD OF DOME-SHAPED ROOF 失效
公开(公告)号：JPH10325182A
公开(公告)日：1998-12-08
申请号：JP13532997
申请日：1997-05-26
申请人： KUME SEKKEI KK , TOMOE CORP
发明人： OSUGI FUMIYA , UCHIKOSHI MIZUMASA , KAWAZOE TOSHIYUKI , SATO TAKASHI
IPC分类号： E04B1/32 , E04B1/35 , E04B7/08 , E04G21/14
摘要： PROBLEM TO BE SOLVED: To shorten a construction period, reduce cost, and execute lift-up by means of a relative simple supporting frame easily and stably, by eliminating a temporary provided inner pillar and utilizing the lower structure of main setting, at lifting up a large scaled roof structure. SOLUTION: After constructing a lower structure 2 and an inner roof structure 1A on a foundation 3, a roof outer circumference structure 1B having an outer circumference tension ring 1c is constructed on the lower structure 2, and a lift-up device 12 is arranged on the roof outer circumference structure 1B through a lift-up frame 11. A supporting framework 15 having a tension member 16 connecting together the roof outer circumference structure 1B and the lower structure 2, and a compression member 17 arranged between the tension member 16 and the outer circumference tension ring 1C is arranged. Under the condition in which tension is introduced to the tension member 16, compressive force in the horizontal direction is given to the outer circumference tension ring 1C by the compression member 17 (17a, 17b), and the compressive force is stored in the tension ring, the inner roof structure 1A is lifted up by the lift-up device 12, and the outer circumferential end part of the inner roof structure 1A elevated up to fixed height is connected to the inner circumferential end part of the roof outer circumference structure 1B.

35. 发明专利

JPH10219905A METHOD OF CONSTRUCTING ROOF STRUCTURE 失效
公开(公告)号：JPH10219905A
公开(公告)日：1998-08-18
申请号：JP2015797
申请日：1997-02-03
申请人： TOMOE CORP
发明人： KAWAZOE TOSHIYUKI
IPC分类号： E04B1/32 , E04B7/00 , E04B7/08
摘要： PROBLEM TO BE SOLVED: To construct the roof board of a curvature face at a low cost by making a shaft of a pivotal pin provided on the lower face of a roof board, and performing erection lifting by a lifting device provided at a position spacing a prescribed distance and set on a plurality of temporarily set towers penetrating the roof board. SOLUTION: A pair of roof board pivot pins 2, 2 are made shafts and a through hole penetrating a rotatable temporarily set tower 3 is formed with regard to a roof board. The distance between the edge parts of a plurality of bundle materials 7, 7 vertically provided on the lower face and the neighborhood of both the ends of the roof board 1 is connected by a tightening wire 8. A lifting device 4 is provided on the plurality of the temporarily set towers 3 provided on the outermost peripheral wall and the like of a spectator seat 10. A lifting rod 6 attached to the roof board 1 is connected to a lifting jack 5, and the arc side of the half-moon shaped roof board 1 is successively erected and lifted by making the pivot shaft of the roof board pivot pins 2, 2. Next, permanent fixing posts 9, 9 are set between the outermost peripheral wall of the andience seats 10 and the lower part of the roof board 1, and construction is completed. Thereby construction working of the half-moon roof can be highly precisely safely performed.

36. 发明专利

JPH09279894A EARTHQUAKE RESISTANT FRAME 失效
公开(公告)号：JPH09279894A
公开(公告)日：1997-10-28
申请号：JP8796496
申请日：1996-04-10
申请人： TOMOE CORP
发明人： KAWAZOE TOSHIYUKI
IPC分类号： E04H9/02
摘要： PROBLEM TO BE SOLVED: To provide an earthquake resistant frame having high safety, strength and sufficient ductility against a great earthquake. SOLUTION: A displacement absorption device 4 forming a square in the plane of structure by jointing four corners with pins is placed in the central part of a beam-column frame. One end of each of four braces 3 is connected to each of the corners, and the other end is connected to the displacement absorption device 4. The displacement absorption device 4 is so constituted that four tie plate-like steel plates 5 are jointed in a box-shape with pin joint to make the inside as a hollow. When a structure is vibrated and deformed with earthquake, etc., the displacement absorption device 4 is freely deformed in a state to maintain its square shape, tensile force occurs in four braces 4, and high ductility can be obtained as a frame.

37. 发明专利

JPH09151541A METHOD OF CROSS-CUT CONSTRUCTION 失效
公开(公告)号：JPH09151541A
公开(公告)日：1997-06-10
申请号：JP31248895
申请日：1995-11-30
申请人： TOMOE CORP , OHBAYASHI CORP
发明人： KAWAZOE TOSHIYUKI , SATO TAKASHI , OKUDA YUKIO , SATO JIRO , SADO MASAKATSU , KAMETANI MASAAKI
IPC分类号： E04B1/35 , E04B7/08 , E04G21/14
摘要： PROBLEM TO BE SOLVED: To move a frame body quickly without requiring the installation of a sliding bearing section bearing the frame body at the predetermined place of the construction of a building. SOLUTION: In a method of cross-cut construction of a frame body 5, in which deformation is generated towards the outside in the horizontal direction, the frame body 5 is assembled on a built-up working platform 3, and the frame body 5 is bone while preventing deformation in the horizontal direction by sliding bearing sections 7 extended on the built-up working platform 3 along the cross-cut direction of the frame body 5, and forwarded towards the outside of the built-up working platform 3. Both ends of the frame body 5 are clamped by tie bars 9 at the terminal section of the built-up working platform 3, bearing at the terminal sections of the sliding bearing sections 7 is released, and the frame body 5 is cross-cut while maintaining the shape of the frame body 5 by the tie bars 9.

38. 发明专利

JPH08144526A CONSTRUCTION METHOD OF ROOF FRAME 失效
公开(公告)号：JPH08144526A
公开(公告)日：1996-06-04
申请号：JP28331394
申请日：1994-11-17
申请人： TOMOE CORP
发明人： KAWAZOE TOSHIYUKI , KAKINAGA MASATOSHI , MIURA MITSUO , FURUSAWA YOSHIRO
IPC分类号： E04B7/00 , E04G21/14
摘要： PURPOSE: To prevent a residual of stress to a connecting part of a central part frame and an outer peripheral part frame when a roof frame is constructed by connecting the central part frame to the outer peripheral part frame by lifting it up. CONSTITUTION: In a condition where an outer peripheral part frame 3 precedently constructed on a structural body 4 is not completely connected to the structural body 4, a central part frame 2 is raised while supporting it by a suspending material connected to a lift-up device 7. When the outer periphery of the central part frame 2 rises up to a height of the inner periphery of the outer peripheral part frame 3, after an outer peripheral part of the central part frame 2 is connected to the outer peripheral part frame 3, it is lifted down after being once lifted up while supporting the whole roof frame 1 by the lift-up device 7. In a condition where a load of the central part frame 2 is uniformly dispersed to the outer peripheral part frame 3, the outer peripheral part frame 3 is completely connected to and supported by the structural body 4.

39. 发明专利

JPH08120780A CONICAL BODY SHAPED FRAME ASSEMBLY STRUCTURE BODY 失效
公开(公告)号：JPH08120780A
公开(公告)日：1996-05-14
申请号：JP25662294
申请日：1994-10-21
申请人： TOMOE CORP
发明人： KAWAZOE TOSHIYUKI , TAJIMA MASAMITSU
IPC分类号： E04B1/32 , E04B1/342
摘要： PURPOSE: To prevent the drop of snow in a lump form which is piled on a dome-shaped roof by preventing the generation of the slip of the snow from a floor surface, by positively piling the snow by forming the roof surface to a staircase form CONSTITUTION: A structure body 1 is closed in an annular form on the plane view, and an outside top chord 2 and an outside lower chord 3 are connected by a bundle member 4 and a lattice member 7, keeping a distance in the vertical direction. On the inner peripheral side of the top chord 2, an inside top chord 5 and the top chord 2 are connected and assembled to a ring form by a connecting member 6 and a brace member 9. Then, the ring-shaped structure bodies each of which has the different scale are superposed successively upward on the structure body 1 having the large scale, and a conical body is assembled as a whole. Further, a roof surface is formed to a bent form in a staircase form, on the longitudinal sectional surface. Accordingly, snow is piled on the flat surface, and the drop of snow can be prevented.

40. 发明专利

JPH07269010A SUPPORT STRUCTURE OF SUSPENSION ROOF 失效
公开(公告)号：JPH07269010A
公开(公告)日：1995-10-17
申请号：JP8529794
申请日：1994-04-01
申请人： TOMOE CORP
发明人： KAWAZOE TOSHIYUKI , MUKOYAMA YOICHI
IPC分类号： E04B7/14
摘要： PURPOSE:To reliably suppress swing of a roof plate as a site at which roof plates are placed is utilized to the maximum. CONSTITUTION:A plurality of support columns 1 are erected on a foundation 2 in a state to be spaced away from each other and positioned facing each other and a plurality of through-hole parts 5 are formed in a roof 3. Each support column 1 is inserted in the through-hole part 5, and an annular gap 6 is provided between the the outer peripheral surface of the insertion part of the support column 1 and the inner peripheral surface of the through-hole part 5. The ends on one side of a plurality of suspension materials 7 are fixed in the insertion part of the support column 1, and the ends on the other side of the suspension materials 7 are fixed to the peripheral part of the through-hole part 5 in the roof plate 3, and the roof plate 3 is suspended from each support column 1 through the suspension material 7.

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