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    • 1. 发明专利
    • LINER PLATE AND ITS ASSEMBLY METHOD
    • JPH09268873A
    • 1997-10-14
    • JP10614696
    • 1996-04-01
    • NIPPON STEEL METAL PROD
    • ISHIKAWA HIDEYAMORITA AKIHIRO
    • E02B3/06E01D19/02E02D17/04E21D5/10
    • PROBLEM TO BE SOLVED: To assemble and disassemble an earth retaining wall, a container, and a bank body with excellent workability using a liner plate, and to provide the tensile strength required for a large structure. SOLUTION: A circumferential flange 12 and an axial flange 13 having connection holes are provided in four sides of a corrugated steel plate 11 which is curved in an arc shape. The circumferential flange 12 is projected in the curved outer circumferential side, and the connection holes 15 in the axial flange 13 are provided in an outer circumferential groove part of the corrugated steel plate 11. A notch 17 of the shape to prevent a wire from being detached is preferably provided in a part of the outer circumferential groove part of the axial flange 13. The liner plates 1 are connected to each other by bolts in the vertical and right-to-left direction to make a cylindrical structure, and the wire is wound for tightening, if necessary. The assembling and disassembling works can be performed only on the outer side of the cylindrical structure to improve the workability, and the number of bolts to be used for joining can be reduced.
    • 2. 发明专利
    • JPH05287711A
    • 1993-11-02
    • JP11963792
    • 1992-04-13
    • NIPPON STEEL METAL PROD
    • ISHIKAWA HIDEYANEMOTO RYOICHI
    • E01F7/04
    • PURPOSE:To shorten the term of work and reduce the cost of execution by easily executing an avalanche preventing fencing. CONSTITUTION:Steel materials 21 for mounting are joined with the lower end sections of main materials 11 installed at intervals respectively, and steel materials 22 for pull-out resistance are stretched and joined onto top faces among each steel material 21 for mounting. Steel materials 23 for slide resistance are stretched and united onto rears among sections near to the lower ends of each main material 11. Steel materials 25 for mounting are connected at the lower end sections of bearing materials 13, and steel materials 26 for the bearing power of a ground are stretched and joined onto rears among each steel material 25 for mounting. When snow pressure P1 is applied, the steel materials 22 for pull-out resistance apply pull-out resistance Q2 to the main materials 11. The steel materials 26 for the bearing power of the ground transmit the bearing power of the ground Q3 over the bearing materials 13. The steel materials 23 for slide resistance apply slide resistance force Q4 to the main materials 11. Each member can be assembled by bolts and nuts. Concrete need not be placed. All materials can be transported by manpower up to places near by the position of execution including foundation members.