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    • 1. 发明专利
    • Reinforcement method of concrete slab in area of support elements
    • 混凝土板在支撑部件的加固方法
    • JP2012082680A
    • 2012-04-26
    • JP2011215995
    • 2011-09-30
    • Fj Aschwanden Agエフ.ヨット.アシュヴァンデン アーゲーF.J.Aschwanden AG
    • KELLER THOMAS
    • E04G23/02
    • E04G23/024E04G23/0237
    • PROBLEM TO BE SOLVED: To provide a reinforcement method of a concrete slab with reinforcement elements of a carbon fiber reinforced synthetic material.SOLUTION: A reinforcement method of a concrete slab 1 uses reinforcement elements 7, each of which is composed of a strap shaped base substance. The concrete slab 1 is provided with bore holes 3, each of which is provided for respective reinforcement elements 7. A scraped cave is formed at an end region 5 of the bore hole 3 remote from the pressure surface of the concrete slab 1. One loop 10 of the reinforcement element 7 is pressed flat to be guided through the bore hole 3 until reaching the scraped cave to expand. The bore hole 3 is filled with a mortar type mass 11. Another loop 9 of the reinforcement element 7 is fixed with an anchor head 12, which is self-standing on the pressure surface of the concrete slab 1.
    • 要解决的问题:提供具有碳纤维增强合成材料的增强元件的混凝土板的加强方法。 解决方案:混凝土板1的加强方法使用增强元件7,每个加强元件由带状基体构成。 混凝土板1设置有孔孔3,每个孔穴为相应的加强元件7设置。刮削的洞穴形成在孔3的远离混凝土板1的压力表面的端部区域5处。一个环 加强元件7的10被压平以被引导通过钻孔3直到到达刮削的洞穴以扩展。 钻孔3填充有砂浆型质量块11.加固元件7的另一个环9固定有固定头12,锚头12自立在混凝土板1的压力表面上。版权所有(( C)2012,JPO&INPIT
    • 4. 发明专利
    • Construction method of floor reinforcing structure
    • 地板加固结构施工方法
    • JP2006219943A
    • 2006-08-24
    • JP2005036007
    • 2005-02-14
    • Toda Constr Co Ltd戸田建設株式会社
    • KINOMOTO KEIJIKANO MASASHIGEKIKUCHI YASUSHI
    • E04B5/43E04B1/34E04G23/02
    • E04G23/0237
    • PROBLEM TO BE SOLVED: To provide an existing floor reinforcing method allowing easy and economical construction work.
      SOLUTION: In the existing floor reinforcing method, a through hole 9 for a strut member is opened in an existing floor 2, and through holes 25 for a tension chord material are opened in straight line parts with the through hole 9 for the strut member placed in between. The tip parts of guide ropes 29 are allowed to pass under the floor from the through holes 25 for the tension chord material and to pass above the floor through the through hole 9 for the strut member. The tip parts of the guide ropes 29 are then bound individually to the ends of a plurality of tension chord materials 4 connected to the tip part of the strut member 3, and the strut member 3 to which the guide ropes 29 are bound, is inserted in the through hole 9 for the strut member. The rear end side of the guide ropes 29 is then pulled from the through holes 25 for the tension chord material to pull up and fix the end parts of the tension chord materials 4 to the through holes 25 for the tension chord material, and the strut member 3 is projected to the lower side to apply tension to the tension chord materials 4.
      COPYRIGHT: (C)2006,JPO&NCIPI
    • 要解决的问题:提供现有的地板加固方法,允许简单和经济的施工工作。 解决方案:在现有的地板加固方法中,在现有的地板2中开设用于支柱构件的通孔9,并且用于张力弦材料的通孔25以直线部分打开,其中通孔9用于 支柱构件放置在两者之间。 引导绳29的尖端部分可以从地面上穿过用于张力弦材料的通孔25,并且通过用于支柱构件的通孔9在地板上方通过。 然后将引导绳29的尖端部分单独地结合到连接到支柱构件3的尖端部分的多个张力弦材料4的端部,并且将引导绳索29所绑定的支柱构件3插入 在用于支柱构件的通孔9中。 然后,引导绳29的后端侧从用于张力弦材料的通孔25中拉出并拉紧并将张力弦材4的端部固定到张力弦材料的通孔25上,支柱 构件3投射到下侧以对张力弦材料4施加张力。版权所有:(C)2006,JPO&NCIPI