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    • 23. 发明专利
    • EXTEROR CONSTRUCTION OF BUILDING USING GLASS TILE
    • JPH02266052A
    • 1990-10-30
    • JP8914289
    • 1989-04-06
    • TAKENAKA KOMUTEN CO
    • YABUSHITA YOSHIHIROKOGA DAISEI
    • E04D1/30E04F13/14E04F13/15
    • PURPOSE:To promote work efficiency by arranging glass tiles in a state of housing them more inward than the sides of a decking, and providing the side along both sides of the decking and glass tile to a part locating between the decking and opposed glass tile. CONSTITUTION:A plurality of glass tiles 2 having the length and breadth as a slope direction and horizontal direction are arranged in a plurality of rows and lines, and stair-like placing glass group sides consist of a longitudinal side 2a and upper side 2b of the glass tile located at the lateral end more inward than the ridge line of a building. The first plate section 2B is connected and provided to a square and flat plate-like body 2A, and the second plate section 2C with a claw 2C' is connected and provided to the lower part of the body 2A. A corner plate section 2D is connected and provided to the other lateral end of the second plate section 2C and the lower end of the first plate section 2B of the longitudinal upper side to overlap. According to the constitution, an exterior construction using the characteristic of the glass tile 2 can be obtained.
    • 26. 发明专利
    • STRENGTH ESTIMATION METHOD FOR FIBER-REINFORCED CONCRETE
    • JPH07146256A
    • 1995-06-06
    • JP31902093
    • 1993-11-24
    • TAKENAKA KOMUTEN CO
    • MOROZUMI MASAKIMIYABUSHITA YOSHIHIROYOSHIMURA TAKESHITOYONAGA HIDEO
    • G01N23/18G01N23/04
    • PURPOSE:To estimate a bending strength of a fiber-reinforced concrete accurately by a method wherein the fiber-reinforced concrete is irradiated with X rays to obtain an X-ray image and the image is processed based on the density thereof to determine the scattering condition and directivity of the reinforcing fiber. CONSTITUTION:Imaging plates of 10X12 inch, for instance, are arranged at a specified interval in the direction of irradiation of an X-ray generator and a fiber-reinforced concrete to be measured is placed thereon to obtain a split image on the plates by radiating X rays. Then, for example, a step tablet having the density thereof divided into 21 steps of 0.15 each is used with the 16th of the steps set to be a reference value 100 and the intensity at each step is determined to obtain the intensity of each split image by comparing the density. Then, the positions of both ends of each reinforcing fiber SF are checked to determine the directivity thereof from projection lengths Xn and Yn in the directions X and Y so that a decrease coefficient is indexed depending on the directivity. Then, the minimum value of the formula of intensity of each split image x decrease coefficient divided by 100 is estimated to be the strength of the fiber-reinforced concrete. For example, if the minimum value is 85, 85% of the set strength is given.