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    • 73. 发明专利
    • CONSTRUCTION METHOD OF LARGE SPAN BUILDING
    • JPH10205136A
    • 1998-08-04
    • JP1084697
    • 1997-01-24
    • TAKENAKA KOMUTEN CO
    • YUKI DAISAKUSAGAMI TOMOYUKIKITANI SOICHI
    • E04B1/32E04G21/14
    • PROBLEM TO BE SOLVED: To cope with a diversity of architectural design by performing a traveling of the roof bridging of a building in a classified manner into an outer circumferential part and a center part. SOLUTION: An outer circumferential part including arc-shaped outer circumferential edges, a, b into a plurality of outer circumferential parts 1, 2, and 3, 4 which are divided into sector parts concentric with the outer circumferential edge, and a plurality of center parts 5, 6 which are the rest excluded from the outer circumferential part. When the execution plan is determined, construction of a foundation of a building and an external skeleton part is advanced, and a track to perform the traveling of the outer circumferential edges a, b of the outer circumferential parts 1-4 and inner circumferential edges a', b', and a pulling or pushing means along the track are provided in a movable manner. The track to perform the traveling of the inner circumferential edges a', b' of the outer circumferential parts 1-4, and a pulling or pushing means along the track are moved in a movable manner along the outer circumferential edge of the center parts 5, 6.
    • 74. 发明专利
    • METHOD FOR SIMULTANEOUSLY STRETCHING DOUBLE FILM
    • JPH102132A
    • 1998-01-06
    • JP17864596
    • 1996-06-18
    • TAKENAKA KOMUTEN CO
    • KITANI SOICHISAITO YUICHI
    • E04H15/64
    • PROBLEM TO BE SOLVED: To reduce stretching processes for films and improve safety by superposing an outer film and inner film one on another so as to be wound into a roll shape and simultaneously pulling out the films to stretch them over a film material stretching frame. SOLUTION: An outer film 1 which has a predetermined width and is integral in its width direction and an inner film 2 which is divided into two parts in its width direction are superposed one on another and wound up in a roll shape. And the films are simultaneously pulled out and the outer edges thereof are stretched over an upper member 5 of a film material stretching frame 4. Next, a midpoint of the film 1 is drawn downwardly through an outer film press cable 8 by means of a tie rod 7 projecting from a lower member 6 of the frame 4, following which inner edges of inner film materials 9, 10 are joined in a water-tight manner and connected to a midpoint of the tie rod 7 through a press cable 11. Thus the film 1 and film 2 are formed into a V-shape to form a double film structure having a space 12 between the films 1, 2. And hot air is passed through the space 12 to cause snow on the film 1 to slide down. Consequently, mounting man-hour can be greatly reduced.
    • 77. 发明专利
    • TRAVELING METHOD FOR SPACE TRUSS HAVING CURVED SURFACE
    • JPH084116A
    • 1996-01-09
    • JP16602894
    • 1994-06-24
    • TAKENAKA KOMUTEN CO
    • KITANI SOICHISASAHARA HIROYUKIKAWASAKI HIDEOSHIRATA KOJI
    • E04B1/32E04B1/35
    • PURPOSE:To shorten the term of works and reduce the cost while securing the safety for execution of work by a method wherein the erection on a traveling base and traveling thereof are made to be easy even for a space truss having curved surface changeable three-dimensionally, and simultaneous progress is made possible for a plurality of processes. CONSTITUTION:The guide rails 3 are provided to both sides of a space truss 11 that is to be constructed in a shape having a curved surface changeable three-dimensionally, and a pair of traveling bases 4A and 4B are provided to both ends of the space truss, and temporarily installed working platforms 5A and 5B that are changeable in forms, corresponding to shapes of curves for a bottom chord of the space truss, are provided to the traveling bases. A half on one side of the space truss is erected on the working platform 5A on one side while a half on the other side of the space truss is erected on the working platform 5B on the other side. Then, both of the erected bodies 1A and 1B are moved in extension, being drawn each other on the guide rails 3 toward the center. When erecting both of the erected bodies 1A and 1B, tie bars are installed temporarily to every part of the erected bodies, and thereby horizontal force produced out of the shape of curved surface can be restrained.