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    • 6. 发明专利
    • RING ELASTIC MEMBER AND FLEXIBLE JOINT FOR BAND
    • JPH09159076A
    • 1997-06-17
    • JP34492195
    • 1995-12-06
    • NIPPON ERASUTAA KK
    • NAKAMURA KIHEI
    • F16L27/02
    • PROBLEM TO BE SOLVED: To prevent water leakage generated by losing reaction for creep developed on an elastic material part caused by fastening force, etc., of a band for a flexible joint. SOLUTION: The shape of a ring elastic member 30 for an inside band for a flexible joint is so set as to be formed into a corrugated recessed/projecting shape in the approximately vertical direction to the plane surrounded by the ring. The aforementioned-shape ring elastic member is used at least one of the inside and outside bands of the flexible joint. Sealing projections 70 are provided on the contact face of the flexible joint with the pipe external circumferential face 20a and the contact face of a manhole side wall with the internal circumferential face 60a of a flexible joint internal insertion hole 60. It may be allowed if a belt elastic member is formed into a ring via an extension part whose elasticity in the circumferential length direction of the ring is larger than the belt elastic member so as to become a ring elastic member.
    • 7. 发明专利
    • FLOATING SLAB EXECUTING METHOD AND ITS SUPPORTING STRUCTURE
    • JPH06173208A
    • 1994-06-21
    • JP35122392
    • 1992-12-07
    • NIPPON ERASUTAA KK
    • NAKAMURA KIHEI
    • E01B37/00E01C9/00
    • PURPOSE:To simply execute a floating slab serving as a roadbed for an electric car and a vehicle without requiring a wide place by using a vibration-proof rubber core body and an extensile levelling jig, and to make the floating slab vibration-proof and its exchange easy by applying the vibration-proof rubber core body. CONSTITUTION:A floating slab executing method is to insert an extensile levelling jig 10 between a slab sleeve 2 buried in a slab concrete 1 and a vibration- proof rubber core body 5 for raising a slab, and then to fittedly insert a wedge member 6 between them for holding the slab. In a floating slab supporting structure, the vibration-proof rubber core body 5 is formed about into a truncated cone-shape by inserting a vibration-proof rubber 5c between a double ring, and the vibration-proof rubber core body 5 is arranged in the through hole Ia of the slab concrete, and a wedge member 6 is inserted between the inner wall of the through hole 1a and the vibration-proof rubber core body 5 to support the slab.