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    • 7. 发明专利
    • SLOPING BLOCKS AND REVETMENT STRUCTURE USING THE SAME
    • CA1292878C
    • 1991-12-10
    • CA561514
    • 1988-03-15
    • NIPPON TETRAPOD CO
    • HASEGAWA MINORUHAMAGUCHI NORICHIKA
    • E02B3/14
    • A stair-like revetment structure is formed by using sloping blocks. At the rear end of the block main body having an approximately rectangular and rearward sloping flat step are provided rear engagement pods opening like a wedge at the rear of the main body and front engagement pods having an approximately same shape as the rear engagement pods via a concave portion at the center bottom of the front of the main body, the concave portion being provided between the front and the rear engagement pods, to thereby decrease cost by simplified structure. Thus structured sloping blocks are arranged next to each other on a sloping foundation, and the front engagement pods of the sloping blocks of one layer is inserted into the engagement concave portion between the rear engagement pods of the adjacent block to successively cover the sloping foundation in a zig-zag and step-wise fashion, to thereby form a water passage with the concave portion of the upper layer sloping blocks and the engagement concave portion formed between the rear engagement portion of the sloping blocks of one layer below. The revetment structure can secure the safety of users since there are not exposed projections, holes, etc. on the stair-like steps.
    • 10. 发明专利
    • CONSTRUCTION METHOD OF ARTIFICIAL GROUND
    • JPH0711620A
    • 1995-01-13
    • JP17590393
    • 1993-06-24
    • NIPPON TETRAPOD CO
    • TSUNEFUJI MITSURU
    • E02B3/18E02B17/00E04H1/00
    • PURPOSE:To make efficient work by driving bearing piles of a starting section firstly by an operation machine on the ground to fix beam members and a floor slab and, at the same time, moving the operation machine to the starting section to construct successively thereafter one span after another. CONSTITUTION:First of all, bearing piles 16 for a starting section 12 are driven from the ground, a floor slab 26 equipped with a vertical beam member 22 and a horizontal beam member 24 manufactured in advance is fixed on the bearing pipes, and an artificial ground is formed. After that, an operation machine 14 equipped with a pile driving device, a crane, etc., is moved to the starting section 12, and after next bearing piles 30 are driven, precast beam members 32 and a floor slab 34 are fixed. The same work is successively repeated in the following, the artificial ground is constructed one by one span, and lastly cast-in-place concrete, etc., are placed on the floor slab to finish. According to the constitution, work can be simplified, and a construction period can be reduced.