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    • 21. 发明专利
    • INTERCONNECTION METHOD OF SHIELD TUNNEL
    • JPH10115176A
    • 1998-05-06
    • JP29107296
    • 1996-10-14
    • TAISEI CORP
    • TANAKA YOSHIHIROHIRONO TAKESHI
    • E21D9/01E21D9/00E21D13/02
    • PROBLEM TO BE SOLVED: To enable interconnection without any weak point on strength by attaching an interconnection member to a receiving frame formed on the column of a shield tunnel in the case where the side part of the shield tunnel closely constructed in parallel is excavated and interconnected. SOLUTION: A receiving frame 8 opened before and behind is formed in the uppermost part and the lowermost part of the column 1 of a tunnel side wall. With regard to an interconnection member 9, an end plate 92 is attached to both of the ends of a transmission material 91 composed of a steel plate and the like in the form of an L-shape or a T-shape, and the filling vessel of a bag body formed of cloth, rubber, synthetic fiber or the like is attached. The end plate 92 of the interconnection member 9 is inserted in the receiving frame 8 before and behind, the parallel transmission materials are restrained by bolts, and shrinkage-compensating high strength mortar and the like fills the filling vessel 94 to complete interconnection working. Thus, the whole cross section of the interconnection member 9 effectively functions as a tension and compression member, in addition, in a case where position dislocation exists between the tunnels, force can be equally transmitted by a filler whose shape change is free. The upper and lower tunnels can be also interconnected.
    • 24. 发明专利
    • TRIPLE SHELL TYPE LIQUID STORAGE TANK
    • JPS62132098A
    • 1987-06-15
    • JP27248685
    • 1985-12-05
    • TAISEI CORP
    • ISA HIDETAKAHASHI MASATOSHIHIRONO TAKESHI
    • F17C3/04F17C3/02
    • PURPOSE:To reduce construction cost for a storage tank, and raise its adiabatic quality and strength to improve its safety by making a liquid storage tank for low temperature liquefied gas such as LNG, LPG etc. in the form of a triple shell type shell type liquid storage tank made of concrete. CONSTITUTION:A liquid storage tank is composed of separate completely sealed shells, and formed in a triple shell structure comprising a inner vessel 1, middle vessel 2, and outer vessel 3. Every one of the vessels 1, 2, 3 is made of RC or PC concrete. The outer periphery of the inner vessel 1 of the three vessels is provided with a skin plate 11 if circumstances require, and thermal insulating material such as polyurethane foam and the like is received between the middle vessel 2 and the floor, side wall and roof of the outer vessel 3. Detent rings 12, 22 are provided between the inner vessel and middle one 2, and the middle vessel 2 and outer cone 3 respectively to mutually fix each of the vessels 1, 2, 3.
    • 25. 发明专利
    • METHOD OF CONSTRUCTING JOINT PART OF CONTINUOUS UNDERGROUND WALL
    • JPS60133117A
    • 1985-07-16
    • JP23891983
    • 1983-12-20
    • TAISEI CORP
    • HOTSUTA HISANORITERADA KIMIHIKOHIRONO TAKESHI
    • E02D5/18
    • PURPOSE:To shorten the projecting reinforcing bars of preceding construction, by a method wherein, after lapped reinforcing bars are engaged with longitudinal member between a reference steel pile having guide longitudinal member and reinforcing bars, erected in a groove hole in an underground wall part, concerte is poured in a groove hole. CONSTITUTION:After a reference steel pile 1 having a partitioning plate 11 is erected in a reference pile hole A, concrete 4 is placed in the partitioning plate 11, and a filling material 5 such as gravel is charged to the outside of the partitioning plate 11. Thereafter, when a groove hole B in an underground wall part is excavated, the filling material 5 is removed, and thereafter, general reinforcing bars 2 are erected in the groove hole B. An engaging part 31 of a lapped reinforcing bars 3 is engaged with the T-part of a guide longitudinal member 12 of the reference steel pile 1 and is sunk as it is slid. After the lapped reinforcing bars 3 is erected as it is positioned in the reference steel pile 1 and the general part reinforcing bars 2, the concrete 4 is poured.
    • 29. 发明专利
    • Low temperature tank
    • 低温罐
    • JPS58214095A
    • 1983-12-13
    • JP9473682
    • 1982-06-04
    • Taisei Corp
    • HIRONO TAKESHINAKANO KENTEJIMA KAZUFUMI
    • F17C13/08F17C13/12
    • F17C13/126F17C2203/0639F17C2203/0678F17C2223/0161F17C2260/04
    • PURPOSE:To substantially reduce a bad influence to a membrane also against an earthquake, by engaging shear keys, protrusively provided along the peripheral direction to a tank side wall, to recessed parts in a tank bottom plate so that movement of a tank can be inhibited only in the peripheral direction. CONSTITUTION:A number of shear keys 11 consisting of concrete, steel material, etc. are protrusively provided to the bottom face of a side wall B of a tank along its peripheral direction, and each recessed part 12 is provided to a position in a bottom plate A corresponding to each key 11, then the key 11 is engaged to each recessed part 12 in such a manner that the key 11 is provided with a distance from the recessed part 12 in the radial and vertical direction while closely attached to the recessed part 12 in the peripheral direction. Accordingly, the plate A and the wall B can be relatively displaced in the radial direction and the vertical direction, but their relative displacement is restricted in the peripheral direction.
    • 目的:为了大大降低对地震的影响,通过将沿着周向方向突出设置的剪力键接合到罐侧壁,将其与槽底板中的凹部接合,从而可以抑制罐的移动 只在周边方向。 构成:将多个由混凝土,钢材等组成的剪切键11沿其周向方向突出地设置在箱体的侧壁B的底面,并且每个凹部12设置在底部的位置 板A对应于每个键11,则键11以这样的方式接合到每个凹部12,使得键11在径向和垂直方向上设置有距凹部12的距离,同时紧密地附接到凹部 12在周边方向。 因此,板A和壁B可以在径向和垂直方向上相对移位,但是它们的相对位移在周向方向上受到限制。