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    • 35. 发明专利
    • VARIABLE FLOOR
    • JPH04200486A
    • 1992-07-21
    • JP32966390
    • 1990-11-30
    • TAISEI CORP
    • NUNOKAWA YASUHIKOYANAGISAWA KOJI
    • A63C19/10
    • PURPOSE:To enable a partial inclination of a floor to be changed by an expansible mechanism by providing support joints installed on a base board, upper chord members for supporting a floor and slant members for connecting these members to each other through joints structured with pins respectively and expansible mechanisms on the slant members respectively. CONSTITUTION:An expansible mechanism is constituted such that a screw tube 8 into which are screwed upper and lower screw robs 6, 7 connected through pins respectively to a support joint 1 and upper chord member 2 to constitute a slant member 3 engages threadingly a gear 10 driven by a motor 9 additionally attached to an upper screw rod mounting part, and the upper and lower screw rods 6, 7 are expanded and contracted like a turnbuckle to expand and contract the slant member by a motor 9. A truss frame is changed to a position shown by the broken line by expanding and contracting the slant member 3 with the expansible mechanism, and the upper chord members 2 can be adjustably inclined over the whole span or partially by adjusting the elongation of the respective slant plate members 3.
    • 36. 发明专利
    • VARIABLE TRUSS
    • JPH04146352A
    • 1992-05-20
    • JP26965190
    • 1990-10-09
    • TAISEI CORP
    • YANAGISAWA KOJI
    • E04C3/00E04C3/08
    • PURPOSE:To vary the shapes of a floor and a roof supported on upper sections by arranging the respective nodal points of upper and lower chord members and oblique members to be of pin-mechanism, and by moving the lower chord members telescopically with a telescopic mechanism at an intermediate section between the nodal points of the lower chord members. CONSTITUTION:The respective nodal points of the upper chord members 1, lower chord members 2, and oblique members 3 of a truss are rotatably jointed to gusset plates 4 via pins 5. Then, both the ends of spiral rods 7 to be rotated to be drived by a, motor box 6 set on the center of the lower chord members 2 are spirally fitted on respective screw-cutting sleeve pipes 2a, 2b. After that, by the motor box 6, the spiral rods 7 are rotated, and the screw-cutting sleeve pipes 2a, 2b are separated from or are brought in contact with each other, and the lower chord members 2 are telescopically moved, and the shapes of the upper chord members 1 are freely changed. As a result, the shapes of a floor and a roof can be varied.
    • 37. 发明专利
    • VARIABLE SPACE BUILDING
    • JPH0493433A
    • 1992-03-26
    • JP20913590
    • 1990-08-09
    • TAISEI CORP
    • YANAGISAWA KOJIKIKUCHI KENICHI
    • E04B1/344E04B7/16
    • PURPOSE:To enable a building to have a degree of freedom in area and form by dividing a roof into a plurality of elements for connection with hinges, supporting the grouped top of each roof element in such a way as to be capable of free vertical motion, and providing a movable recessed wall at a wall section. CONSTITUTION:A roof is constituted with a plurality of roof elements 1 radially divided, and the elements 1 are jointed with hinges 2. Also, the grouped top 4 of each element 1 is supported with a screw jack 5, and a movable nut 6 screwed into the screw jack 5 and a rotary core member 7 pivotally supported on the grouped top 4 are connected to each other with a lever 8. In this case, when the screw jack 5 is driven to rotate with a motor 9, the nut 6 moves vertically, and the rotary core member 7 opens or closes about the grouped top 4. Furthermore, the roof element l connected to the rotary core member 7 rotates thereabout, and the shape of the roof changes. Also, mean peripheral length formed with the external surface of each element 1 changes. As a result, recessed walls 14 and the corner columns 10 thereof move respectively along rails 16 and 15. According to the aforesaid construction, a building area increases or decreases as well, according to a change in the peripheral length of the roof. Also, the roof and wall can be fixed at a desired position.
    • 39. 发明专利
    • BIG SPACE FRAME MADE OF GLUE-LAMINATED MATERIALS
    • JPH02128037A
    • 1990-05-16
    • JP28140388
    • 1988-11-09
    • TAISEI CORP
    • YANAGISAWA KOJITSUKADA MASANORI
    • E04B1/32E04B1/26
    • PURPOSE:To achieve efficient and economical construction of prefabricated big space roof structure for such buildings as a gymnasium, a public hall, etc. by connecting curved central materials in a desired curvature with straightened materials in the tangential direction and by making them into corrugated frameworks by bonding the adjoining materials each other. CONSTITUTION:At the opposite ends of a curved central material 1, straightened end materials 2 are fixed, extending in the tangential directions, and an unit A is made thereby. The units A are continuously placed either in the span direction or in the latitudinal direction passing through the zenith of spherical surface. The outermost parts of the corrugations of the adjoining units A, i.e. the center of the curved central materials 1, are continuously superimposed and bonded each other with bonding metal 6 either in the ridge direction or in the longitudinal direction. By continuously arranging the corrugated frame work materials in the two directions intersecting each other, a big space frame is constructed. Therefore depending on selection out of a variety of radius of curvatures, construction can be made in various shapes. As the construction is made from the unit materials A, less-expensive prefabricated structure can be achieved.
    • 40. 发明专利
    • MANUFACTURE OF PRECAST CONCRETE MEMBER
    • JPH01316217A
    • 1989-12-21
    • JP14683988
    • 1988-06-16
    • TAISEI CORPNIPPON HUME PIPE
    • SEGUCHI TAKEOYANAGISAWA KOJIINOUE KATSUHIKO
    • B28B7/18B28B23/04
    • PURPOSE:To form the ducts of sheath parts in a precast concrete member and consequently manufacture the precast concrete member, which is favorable from the view point of structural yield point, by a method wherein bar-like bodies, on the outer peripheral surface of each of which a spiral groove or projection is provided, are set at the arrangement positions of reinforcing steel material in a concrete form for manufacturing a precast concrete member and, after that, concrete is placed in the concrete form and finally the bar-like bodies are pulled out while rotating under the state that the placed concrete is under un-solidified state. CONSTITUTION:Bar-like bodies 2, each of which is a circular cross-sectional member having enough strength for not being deflected or bent by the placing pressure of concrete and on the outer peripheral surface of each of which a continuous constant pitched spiral projection 3, are set at sheath parts for inserting the main reinforcing bar of a column in a concrete form 1 for manufacturing a precast concrete column member. After the arrangement of reinforcing bars is done, concrete 5 is filled in the concrete form. Just after the centrifugal casting of the concrete, the bar-like bodies 2 are pulled out of the concrete form while rotating. As a result, sheath parts, on the inner peripheral surface of each of which a continuous spiral groove with the cross-sectional form of the spiral projection 3, can be easily formed at the predetermined positions of the precast concrete column member.