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    • 71. 发明专利
    • ROTARY PRESS-IN PILE AND EXECUTION CONTROL METHOD THEREFOR
    • JP2000080649A
    • 2000-03-21
    • JP30902398
    • 1998-10-29
    • NIPPON STEEL CORP
    • SAEKI EIICHIROOKI HITOSHITAKEDA TOMOKI
    • E02D5/28E02D5/56
    • PROBLEM TO BE SOLVED: To improve penetration performance and improve execution efficiency further by obtaining specific penetration resistance at the time of execution, and controlling the penetration continuation and penetration completion of a rotary press-in pile according to the penetration resistance. SOLUTION: Parameters are measured and recorded on the ground, and results are put in an equation Rp= (cosθ-sinθ)(Ht-Qwh)+(sinθ+αcosθ) Lb)/ (1+γ)(sinθ+αcosθ)+α(Dp'/Dw')(cosθ-αsinθ)} before execution or during an execution process to obtain penetration resistance, and the pile tip bearing power and extraction proof strength are evaluated and measured, where θis blade angle, α is the friction coefficient between the ground and a steel sheet, Ht is pile tip acting torque horizontal force substituted value, Lb is pile tip mount load, Dp' is base plate action circle diameter, Dw' is blade action circle diameter, Qwh is tip ground horizontal resistance, γ is vertical tip resistance coefficient, and Rp is base plate section ground penetration resistance. A foundation pile having excellent quality and performance can be obtained.
    • 73. 发明专利
    • FIXED COLUMN BASE
    • JPH10159253A
    • 1998-06-16
    • JP33271096
    • 1996-11-28
    • NIPPON STEEL CORPNIPPON STEEL METAL PROD
    • SAEKI EIICHIROSAKAE KAZUMI
    • E04C3/30
    • PROBLEM TO BE SOLVED: To simplify the shape and structure and improve the constructive workability and reduce the material cost and the construction cost, by embedding an anchor box in a foundation or a slab and erecting a column into the anchor box. SOLUTION: An anchor box 3 is embedded in a foundation 1 or a slab and a column 2 is erected in the anchor box 3. A curing material 8 such as mortar or the like is charged in the gap between the column 2 and the anchor box 3 to integrally form the column and the anchor box. In this time, a level- adjusting bolt 4 and horizontal position-adjusting bolts 5, 5 are rotated to precisely adjust the erected position of the column 2 in the vertical and horizontal planes. When necessary, reinforcing plates 6, 9 are extended at the upper and lower peripheral sides of the anchor box 3 and anchored in the foundation or the slab by anchoring members 7 such as a shear key or the like. In this way, the structure is simplified and the construction is facilitated and the cost is reduced.
    • 75. 发明专利
    • STEEL PIPE PILE AND BURIAL METHOD THEREFOR
    • JPH08226124A
    • 1996-09-03
    • JP5522495
    • 1995-02-21
    • NIPPON STEEL CORP
    • SAEKI EIICHIROOKI HITOSHIHATTA YOSHIMICHI
    • E02D5/56E02D7/22
    • PURPOSE: To increase the penetration function of a steel pipe pile as well as accuracy for workability by providing an open rib on the internal surface of a steel pipe above the end of the steel pipe pile, and forming a porous cylindrical section out of the rib and the internal surface of a steel pipe thereunder. CONSTITUTION: The end of a steel pipe pile 1 is provided with a spiral blade 2 having an outer diameter two times as large as the outer diameter of the steel pipe 1a thereof and one pitch of threads. Also, a pipe 1a above the end of the pipe 1a of the pile 1 is internally provided with an open rib 3 for facilitating the closure with sediment at the time of the burial of the pile 1, and a holed cylindrical section 4 is formed out of the rib 3 and the internal surface of the pipe 1a thereunder. Then, the pile 1 is sunken into the subsoil under the application of torque, and the section 4 is filled with sediment. The support bottom section of the pile 1 is formed out of the sediment and the end of the pipe 1a. According to this construction, no bottom plate is required at the lower end of the pipe 1. Thus, the pile 1 encounters small penetration resistance, and can be buried easily and accurately under the application of small torque.