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    • 2. 发明专利
    • Dome roof frame construction method
    • 圆顶框架结构方法
    • JP2008261181A
    • 2008-10-30
    • JP2007106168
    • 2007-04-13
    • Mamoru Kawaguchi衞 川口
    • KAWAGUCHI MAMORU
    • E04B1/34E04B1/32E04B7/14
    • PROBLEM TO BE SOLVED: To provide a dome roof frame construction method which reduces the number of parts by eliminating a part such as a third beam member and does not require a lot of labor of taking off such part.
      SOLUTION: The dome roof frame construction method includes a process for arranging support pillars 12 at the circumferential part of a skeleton 11 in a circumferential direction at predetermined intervals and mounting the support pillars 12 on the skeleton 11 in a derricking manner, a process for arranging a top structure 2 at the inner side of the skeleton 11 and then coupling the top end part of a beam shaped structure 3 with the circumferential part of the top structure 2 and coupling the base end part of the beam shaped structure 3 with the upper end part of the support pillar 12, a process for coupling the top structure 2 with the beam shaped structure 3 by a pulling cable 15, and a process for ascending the top structure 2 to raise the support pillar 12 through the reduction of the distance between the beam shaped structure 3 and the top structure 2 by pulling the pulling cable 15 and turning the beam shaped structure 3 around the upper end part of the support pillar 12 in a derricking manner.
      COPYRIGHT: (C)2009,JPO&INPIT
    • 要解决的问题:提供一种通过消除诸如第三梁构件的部件来减少部件数量的圆顶屋顶框架结构方法,并且不需要大量的脱离这种部件的劳动。 解决方案:穹顶屋顶框架施工方法包括以预定间隔在圆周方向上在骨架11的圆周部分处设置支撑柱12并以支撑方式将支撑柱12安装在骨架11上的过程, 在骨架11的内侧设置顶部结构体2,然后将梁状结构体3的顶端部与顶部结构体2的圆周部分结合起来,并将梁状结构体3的基端部分与 支撑柱12的上端部分,通过牵引电缆15将顶部结构2与梁状结构3连接的过程,以及用于使顶部结构2上升以通过减少支撑柱12而升高支撑柱12的过程 通过拉动牵引电缆15并使梁形结构3围绕支撑柱12的上端部分在广告中转动,从而在梁状结构3和顶部结构2之间的距离 肮脏的方式。 版权所有(C)2009,JPO&INPIT
    • 3. 发明专利
    • Bridge with ferris wheel
    • 桥与FERRIS轮
    • JP2005139834A
    • 2005-06-02
    • JP2003379805
    • 2003-11-10
    • Mamoru Kawaguchi衞 川口
    • KAWAGUCHI MAMORU
    • A63G27/00E01D11/04E01D18/00
    • A63G2200/00
    • PROBLEM TO BE SOLVED: To provide a bridge with a Ferris wheel which can effectively utilize the space above a river and its vicinity and the structure of the bridge.
      SOLUTION: The bridge with the Ferris wheel comprises the bridge 1 bridging the river 19 and the Ferris wheel 2 installed on the structure (main frame 3) of the bridge 1 and positioned above a bridge girder 5. The structure of the bridge 1 of a large scale with an excellent structural strength can be effectively utilized by installing the Ferris wheel 2 on the structure (main frame 3) of the bridge 1. Because the Ferris wheel 2 is positioned above the girder 5 of the bridge 1, the space above the river 19 and its vicinity which has not been used heretofore can be effectively used.
      COPYRIGHT: (C)2005,JPO&NCIPI
    • 要解决的问题:提供一个可以有效利用河流及其附近以及桥梁结构的摩天轮的桥梁。

      解决方案:具有摩天轮的桥梁包括桥接桥梁1,桥接桥梁19和安装在桥梁1的结构(主框架3)上并位于桥梁5上方的摩天轮2.桥梁的结构 通过将摩天轮2安装在桥梁1的结构(主框架3)上,可以有效地利用具有优异结构强度的1。因为摩天轮2位于桥梁1的梁5上方, 可以有效地使用以前尚未使用的19号河及其附近的空间。 版权所有(C)2005,JPO&NCIPI

    • 8. 发明专利
    • DOME TYPE ROOF STRUCTURE
    • JPH05148901A
    • 1993-06-15
    • JP31503791
    • 1991-11-28
    • KAWAGUCHI MAMORUMAEDA CONSTRUCTION
    • KAWAGUCHI MAMORUHIRASAWA KIMIMASAHATATO TATSUOTAGA AKIRATATEMICHI IKUO
    • E04B1/32
    • PURPOSE:To reduce a structural member and improve economical efficiency and workability of execution by constructing the main frame which is made of steel-frame materials with rigid joint in plane-truss-like and curved upwards, hinge-joining reinforcements in space-truss-like inside a structure of the main frame, and constructing a reinforcement frame connected to the steel-frame materials of the main frame. CONSTITUTION:A plurality of outer circumferential bents and a plurality of inner circumferential bents are arranged in stands and the stand side of a ground so as to be circular arrangement in a plane view and central bents are arranged in the center of the ground. Tension materials 3, circumferential materials 5, radial materials 10 and sub-truss materials 11 are then connected with rigid joints in plane-truss-like over between each outer circumferential bent, inner circumferential bent and central bent to construct a main frame 1 curved upwards. Further, to increase strength of buckling resistance for the main frame 1, reinforcing tension materials 12, 13, 14, 15 and reinforcement materials 16a, 17a are hinge-connected in space-truss-like. With this constitution, weight of the whole roof can be reduced.