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    • 1. 发明专利
    • Scaffolding
    • 脚手架
    • JP2006307506A
    • 2006-11-09
    • JP2005130387
    • 2005-04-27
    • Gifu Kogyo Co LtdHatsukawa:Kk岐阜工業株式会社株式会社 ハツカワ
    • HATSUKAWA MASAYUKIIWATA KOJIKURIMOTO KAZUHISANISHIUCHI HIDEAKI
    • E04G1/36E04G1/12E04G1/15E04G5/00E04G5/08E04G7/20E04G7/30
    • PROBLEM TO BE SOLVED: To provide scaffolding which can be assembled in multiple layers in a short time, and contributes to efficient building of steel frames along an internal peripheral surface of a pit, in an assembled state.
      SOLUTION: The scaffolding is comprised of a connection structure 56 which is necessary when scaffolding units 32 circular in plan are erected on each other in vertical multiple layers, and formed of a plurality of connecting pins 57 and connecting holes 58 for connecting between a floor plate 38 and a top frame 40 of the scaffolding units 32 vertically adjacent to each other. The scaffolding is further comprised of a guiding structure 50 which is arranged at a location that connects between the vertically adjacent scaffolding units, and formed of a plurality of bell-shaped first guide members 51 and rod-shaped second guide members 53 for guiding the floor plate 38 and the top frame 40 of the scaffolding units 32 vertically adjacent to each other,.
      COPYRIGHT: (C)2007,JPO&INPIT
    • 要解决的问题:提供可以在短时间内组装成多层的脚手架,并且有助于在组装状态下沿着凹坑的内周面有效地建造钢框架。 解决方案:脚手架包括连接结构56,连接结构56是在平面上圆形的脚手架单元32在垂直多层上彼此竖立并且由多个连接销57和连接孔58形成的连接孔58所必需的 脚手架单元32的底板38和顶架40彼此垂直。 脚手架还包括引导结构50,该引导结构50布置在连接在垂直相邻的脚手架单元之间的位置处,并且由多个钟形的第一引导构件51和杆形的第二引导构件53形成,用于引导地板 板38和脚手架单元32的顶部框架40彼此垂直相邻。 版权所有(C)2007,JPO&INPIT
    • 2. 发明专利
    • TUBING FOR BUILDING AND CONSTRUCTION
    • JP2000186392A
    • 2000-07-04
    • JP36405498
    • 1998-12-22
    • SHINKOO CORP KK
    • KAMEI SUSUMU
    • E04G1/12E04C3/10E04C3/28E04G17/00
    • PROBLEM TO BE SOLVED: To give a sufficient strength against deflection by forming a plurality of through-holes extending in the axis line direction of tubing through the peripheral wall, inserting a metal core wire such as a steel wire in the through-hole and tensioning and fixing both the ends of the wire to the end faces of tubing. SOLUTION: A long-sized tubing body 1 having a square section is formed by using synthetic resin having adequate strength and hardness such as polypropylene, for example, and through-holes 4 with a small diameter extending in the axis line direction of the tubing are made at the four corners in the peripheral walls. Opening surfaces at both ends of the long-sized tubing 1 are closed by cap bodies 4 formed with metal plates. Metal core wires 3 having a high tensile strength as that of steel wire are inserted to the through holes 2 of the long-sized tubing 1. In addition, the end portions of the metal core wires 3 are taken out from the holes 5 of the cap body 4 of the long-sized tubing body 1, and end portions of the metal core wires 3 are welded at the outer face of the cap body 4. In this way, a sufficient strength against deflection can be obtained.
    • 3. 发明专利
    • PIPE FOR SCAFFOLDING
    • JPH108707A
    • 1998-01-13
    • JP16484596
    • 1996-06-25
    • KOKUHO KK
    • KONDO TERUHIRO
    • E04G1/12
    • PROBLEM TO BE SOLVED: To ensure safety for a worker to effect a work with the work moving on a steel pipe scaffoldings at which no scaffolding plate is arranged by a method wherein an annular or X-shaped protrusion part is formed on the surface of steel pipes, by which scaffoldings comprise by coupling together the steel pipes by a cross clamp, by effecting padding through welding. SOLUTION: A peripherally continuing annular protrusion part 2 is formed on an outer peripheral surface 1a of a steel pipe by effecting padding through welding to form a pipe 1 for scaffolding. The annular protrusion parts 2 are formed approximately at equal intervals in an axial direction. The protrusion part may be formed approximately in an X-shape. A spirally continuous protrusion or a number of recessed parts may be formed as a nonslip part. The pipe 1 for scaffoldings is coupled, in a cross-form state, to a longitudinal beam 12, by which a pipe 4 for scaffolding having no protrusion part formed is comprised to form a lateral beam 11 for scaffoldings 10. The pipe 1 for scaffoldings may be used as the longitudinal beam 12. This constitution prevents a slip of feet and hands even when water and oil are adhered to the scaffolding pipe 1 when a worker effects a work and movement and raising and lowering, and ensures safety of the worker.
    • 4. 发明专利
    • JPH07111094B2
    • 1995-11-29
    • JP35892391
    • 1991-12-27
    • ONO TATSUO
    • MASUDA AKIRAKURAMOTO KIKUZO
    • E04G11/54E04G1/06E04G1/12E04G11/46E04G11/48
    • A support system suitably applicable as a timbering for construction of a concrete structure, which can reduce the number of parts and greatly improve the workability. The support system includes a plurality of jack members 6 placed on the ground or the like, a plurality of bottom members 5 connected to upper ends of the jack members 6, a plurality of vertical members 1 connected to upper ends of the bottom members 5, the vertical members 1 being connected with each other at upper and lower ends thereof, a plurality of vertically inverted jack members 6 connected to the upper ends of uppermost ones of the vertical members 1, a plurality of horizontal members 2 horizontally extending between the vertical members 1, and a plurality of diagonal members 3 and 4 diagonally extending between the vertical members 1. Each vertical member 1 has an annular horizontal flange 10 at the upper end. The horizontal flange 10 is connected through a joint member 9 to one end of each horizontal member 2 and each diagonal member 3 and 4. The joint member 9 is detachably engaged with the horizontal flange 10.
    • 5. 发明专利
    • POST DEVICE
    • JPH05179800A
    • 1993-07-20
    • JP35892391
    • 1991-12-27
    • ONO TATSUO
    • MASUDA AKIRAKURAMOTO KIKUZO
    • E04G11/54E04G1/06E04G1/12E04G11/46E04G11/48
    • PURPOSE:To reduce a number of overall components, to promote work efficiency in built-up work and to obtain the most suitable post device for using as a shoring in the case a concrete structure is constructed. CONSTITUTION:Height controlling jack members 6 are connected to the upper ends of longitudinal members 1 and, at the same time, the height controlling jack members 6 are connected to the lower ends of the longitudinal members 1 through bottom members 5. The longitudinal members 1 are so constituted that horizontal bodies formed in the shape of a ring on the peripheral surface of the upper ends thereof are provided continuously together as a unit and, at the same time, they are formed in construction having thin diameters so that the lower ends, of them can be fitted to the lower longitudinal members 1 or the circumferences of the upper ends of the bottom members 5. Each of the horizontal members 2 is so constituted that coupling sections connected to horizontal flange bodies are provided to both ends thereof, and diagonals 3 and 4 are directly connected to the horizontal flange bodies or they are connected to the horizontal flange bodies through coupling members kept in a detachable manner.