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    • 1. 发明专利
    • RADIATION SHIELDING WALL
    • JPH02268298A
    • 1990-11-01
    • JP8975089
    • 1989-04-11
    • FUJITA CORP
    • ISHII TAKEMI
    • G21F1/04G21F3/00G21F7/00
    • PURPOSE:To make an excessive wall thickness unnecessary by providing a super strength concrete layer provided to a part where a tensile stress is generated and an ordinary concrete layer arranged at a part where a compressive stress is generated, in an underground wall which receives a radioactive irradiation. CONSTITUTION:An ordinary concrete 1 is arranged at an outer ground side surface A of an underground structure, in an underground wall, a low activation concrete layer 2 is provided to the surface B part which receives a radioactive irradiation from a radiation generating facility installed in a room, and a super strength concrete layer 3 is inserted at an intermediate part of the said two layers, and therewith a radiation shielding wall is constituted with the three said layers, the layers 1, 2 and 3, being multi-layeredly unified. In this case, in an actual process, coarse aggregates produced in a specific local area should be used and, as reinforcing materials substituting a mixture agent and a reinforcing bar, a combination of proper products of specific makers should be used. In this way, a radiation attenuation factor can be expected to be a 1/100 compared to an ordinary concrete, for example. Thus, a radiation leakage to the outside can be prevented even if an amount of reinforcing bar and a concrete thickness is saved in comparison with the ordinary concrete.
    • 4. 发明专利
    • METHOD OF REINFORCING BANKING
    • JPS61162633A
    • 1986-07-23
    • JP322185
    • 1985-01-14
    • FUJITA CORP
    • ISHII TAKEMI
    • E02D17/18E02D17/20
    • PURPOSE:To prevent the occurrence of the slip of banking and to increase safety of the banking, by a method wherein non-corrosive reinforcing materials having water draining performance, are laid in a manner that they cross an imaginary slip surface in the banking at an angle. CONSTITUTION:Non-corrosive reinforcing materials A having water draining performance, are laid so as to cross at an angle an imaginary slip surface C in banking B, and the reinforcing material A is formed by a sheet made of non-woven cloth or high molecule series net. Since the reinforcing materials A are laid in the banking B at an angle with the imaginary slip surface C, when the slip of the banking B is about to occur, resistance is produced by means of a tensile force, exerted on the reinforcing material A to prevent the occurrence of the slip of the banking B. Further, the reinforcing material A has water draining performance, and this promotes consolidation of a slip region in the banking, improves strength of earth of the slip region, and increase safety of the banking B.
    • 5. 发明专利
    • Continuous cut-off wall work of cement mortar
    • 水泥MORTAR连续切割墙工作
    • JPS5927022A
    • 1984-02-13
    • JP13508782
    • 1982-08-04
    • Fujita Corp
    • HAMAZUKA SEIJIMAKINO MAMORUSUZUKI YASUOSAWADA YOSHIOMORI KOUICHIISHII TAKEMITANAGI YUUGOSAKOU SHINICHI
    • E02D5/18E02D5/36
    • E02D5/18
    • PURPOSE:To construct an underground continuous wall without the need to discard soil and sand by a method in which excavated soil and sand mixed with a stabilizing liquid for excavation are mixed with a solidifying agent on the ground surface to produce a soil cement, and the soil cement is placed into a vertical shaft. CONSTITUTION:In a sheathing or a water cut-off work, a vertical shaft for an underground continuous wall is excavated. The excavated soil and sand mixed with a stabilizing liquid is mixed with a solidifying agent composed of a mixture of cement, bentonite, a coagulation retarder, etc., in a plant on the ground surface to produce a soil cement. The soil cement is placed into the shaft where an iron bar cage is set to construct a continuous underground wall.
    • 目的:建设地下连续墙,不需要通过与开采稳定液混合的开挖土砂混合在地面上的固化剂与土壤水泥混合的方式来丢弃土沙, 土壤水泥被放置在垂直轴上。 构成:在护套或截水工作中,挖出了一个用于地下连续墙的垂直轴。 将与稳定液体混合的挖土土砂与由水泥,膨润土,凝结缓凝剂等的混合物组成的固化剂与地面上的植物混合,制成土壤水泥。 将土壤水泥放置在轴上,其中设置铁杆笼以构造连续的地下墙。
    • 10. 发明专利
    • SCUBA DIVING PRACTICE FACILITY
    • JPS6349598A
    • 1988-03-02
    • JP19175686
    • 1986-08-18
    • FUJITA CORP
    • OOKURA YOSHIMASAISHII TAKEMIYORITA AKIRAKADOTA SHUNICHINOMA TATSUYA
    • B63C11/32
    • PURPOSE:To enable the practice of scuba diving under various depths of water, by providing a water supply and drainage equipment and a pressurizing equipment to a vertical pit which has been excavated underground and the upper space of which has been closed, so that water can be stored in the vertical pit and the adjustment of pressurizing force can be made possible. CONSTITUTION:A vertical pit 1 having a prescribed depth underground is excavated, and the aboveground space of the vertical pit 1 is covered with an airtight room 2. And a pump room 3 is provided so as to be adjacent to the airtight room 2, and further inside the pump room 3 a compressor 4 for pressurizing the inside of the vertical pit 1, and a pressurizing pipe 5 which is connected to the compressor 4 and the end of which is opened to the inside of the airtight room 2 are provided. Furthermore, to the upper part of the vertical pit 1 a water supply pipe 7, and to the drainage port 8 at the bottom part thereof a drainage pipe 9 are connected respectively, and further the drainage pipe 9 is connected to a drainage pump 10 inside the pump room 3. On the other hand, a reduced pressure room 15 having a pump room 14 for regulating air pressure is arranged so as to be adjacent to the airtight room 2, and on the both sides thereof airtight doors 16, 17 are arranged respectively.