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    • 71. 发明专利
    • Photocuring (prepreg) composite tape
    • 光刻胶(PREPREG)复合胶带
    • JP2006116719A
    • 2006-05-11
    • JP2004303995
    • 2004-10-19
    • Sanko Techno Co Ltdサンコーテクノ株式会社
    • SHIMOYAMADA IWAO
    • B32B27/04B29B11/16B29K105/06B32B5/18
    • PROBLEM TO BE SOLVED: To provide a photocuring prepreg composite tape which reconciles the followability to the shape of an adherend, the adhesion to the adherend and shape stability at the time of preservation at the normal temperature and excellent in handleability at the time of execution.
      SOLUTION: A photocuring tape [B], which is constituted by supporting a thickened material of a photocuring resin composition containing a photopolymerization initiator on the cell interior and surface of a substantially transparent synthetic resin porous material, which is in a wavelength region of light which activates the photopolymerization initiator and having a continuous cell film, is laminated on a relatively thin photocuring prepreg tape [A] comprising a material prepared by infiltrating the photocuring resin composition containing the photopolymerization initiator in a fiber reinforcing material to thicken the same. Alternatively, the photocuring prepreg composite tape is constituted by arranging the photocuring tapes [B] on both sides of the photocuring prepreg tape [A] and providing a relatively thick photocuring prepreg tape [C], which comprises the material prepared by infiltrating the photocuring resin composition containing the photopolymerization initiator in the fiber reinforcing material to thicken the same, to the central part of the tape.
      COPYRIGHT: (C)2006,JPO&NCIPI
    • 要解决的问题:提供一种光固化预浸料复合带,其将随动性与被粘物的形状相一致,对被粘物的粘附性和在常温下保存时的形状稳定性以及当时的可操作性优异 的执行。 解决方案:一种光固化胶带[B],其通过将含有光聚合引发剂的光固化树脂组合物的增稠材料支撑在基本上透明的合成树脂多孔材料的细胞内部和表面上,所述光固化树脂组合物在波长区域 激活光聚合引发剂并具有连续细胞膜的光层压在相对薄的光固化预浸带上[A],其包含通过将含有光聚合引发剂的光固化树脂组合物浸渍在纤维增强材料中而使其增稠的方法制备的材料。 或者,光固化预浸料复合带是通过在光固化预浸带[A]的两侧布置光固化带[B]而构成的,并提供相对厚的光固化预浸带[C],其包含通过将光固化树脂 在纤维增强材料中含有光聚合引发剂以使其增稠的组合物到胶带的中心部分。 版权所有(C)2006,JPO&NCIPI
    • 72. 发明专利
    • Photocurable prepreg tape and method for curing the same
    • 光刻胶带及其固化方法
    • JP2006111724A
    • 2006-04-27
    • JP2004300503
    • 2004-10-14
    • Sanko Techno Co Ltdサンコーテクノ株式会社
    • SHIMOYAMADA IWAO
    • C08J5/24C08L101/00
    • PROBLEM TO BE SOLVED: To provide a photocurable prepreg tape good in handleability in its working where the compliance with an adherend form, the adhesion to the adherend and the form stability during storage at room temperature are made compatible with each other.
      SOLUTION: The photocurable prepreg tape 1 obtained by impregnating a fiber-reinforcing material with a photo polymerization initiator-containing photocurable resin composition followed by thickening the resin composition is characterized by that the area thereof ranging from its side to surface is coated with resin film 2, wherein the resin film 2 is longitudinally tearable in at least the vicinity of the side of this tape 1. A method for curing this prepreg tape 1 is characterized by comprising the following way. In peeling the resin film 2 on the face to adhere to an adherend, the resin film 2 in the vicinity of the side of this tape 1 is peeled under tearing and applied to the adherend followed by light irradiation to effect bonding and curing.
      COPYRIGHT: (C)2006,JPO&NCIPI
    • 要解决的问题:为了提供在其工作中具有良好的可操作性的可光固化的预浸料条,其中粘合剂形式的粘合性,与被粘物的粘附性和在室温下储存期间的形状稳定性彼此兼容。 解决方案:通过用含有光聚合引发剂的光固化性树脂组合物浸渍纤维增强材料,然后使树脂组合物变稠而得到的可光固化预浸带1的特征在于其从侧面到表面的面积被涂覆 树脂膜2,其中树脂膜2至少在该带1的侧面附近可纵向撕裂。固化该预浸带1的方法的特征在于包括以下方式。 在剥离表面上的树脂膜2以粘附到被粘物上时,在该带1侧附近的树脂膜2在撕裂时剥离,并施加到被粘物上,然后进行光照射以进行粘合和固化。 版权所有(C)2006,JPO&NCIPI
    • 73. 发明专利
    • Anchoring structure of prestress force introducing device and prestressed joint structure
    • 预设力引导装置和预定联结结构的锚固结构
    • JP2006045997A
    • 2006-02-16
    • JP2004231337
    • 2004-08-06
    • Oriental Construction Co LtdSanko Techno Co Ltdオリエンタル建設株式会社サンコーテクノ株式会社
    • NARAMURA YUKIMASAABE HIROYUKINAKABASHI KAZUHISAYAGISAWA YASUETSUCHIDA KAZUHIROIWABUCHI SHIGEKI
    • E04B1/41
    • PROBLEM TO BE SOLVED: To provide an anchoring structure of a prestress force introducing device and a prestressed joint structure by which bonding of a filling material to a concrete member is fully expected.
      SOLUTION: The prestressed joint structure is to join the concrete member 1 and the other member 5a. An anchor hole of the concrete member 1 includes a small diametral anchor hole 4 extending in an axial direction of the anchor hole and a grooved anchor hole 4a having a large diametral ring-like engaging groove part 16a which is structured by providing a plurality of large diametral ring-like grooves 16 at intervals in an axial direction of the small diametral anchor hole and concentrically with the small diametral anchor hole 4. In the anchoring structure, the anchoring part on the front end side of the prestress force introducing device 8 is arranged to be positioned in an area of the large-diametral ring-like engaging groove part 16a in the axial direction of the anchor hole or in the area deeper than the groove part 16a. An anchor hole 4c with a truncated conical shaped groove may be used in place of the grooved anchor hole 4a.
      COPYRIGHT: (C)2006,JPO&NCIPI
    • 要解决的问题:提供预应力引入装置和预应力接头结构的锚固结构,通过该预应力接合结构可以充分预期填充材料与混凝土构件的结合。 解决方案:预应力接头结构是连接混凝土构件1和另一构件5a。 混凝土构件1的锚定孔包括沿着锚定孔的轴向延伸的小直径锚定孔4和具有大直径环状的接合槽部16a的带槽的锚定孔4a,该凹槽通过提供多个大的 径向环状槽16沿小径向锚定孔的轴向隔开并且与小直径锚定孔4同心地配置。在锚定结构中,布置有预应力引入装置8的前端侧的锚固部 定位在大直径环状接合槽部16a的沿着锚定孔的轴向的区域中,或者位于比槽部16a更深的区域。 可以使用具有截头圆锥形槽的锚定孔4c来代替带槽的锚孔4a。 版权所有(C)2006,JPO&NCIPI
    • 74. 发明专利
    • Anchor
    • JP2005290854A
    • 2005-10-20
    • JP2004107713
    • 2004-03-31
    • Sanko Techno Co Ltdサンコーテクノ株式会社
    • IWABUCHI SHIGEKI
    • E04B1/41
    • PROBLEM TO BE SOLVED: To provide a core driving type anchor allowing fixing of equipment to a base material simultaneously with construction to the base material of a concrete skeleton or the like and allowing easy removing and re-fixing of the equipment after construction.
      SOLUTION: This anchor 1 has an anchor body 2 of hollow cylinder shape, a screwed head 3 detachably screwed to a rear end part 22 of the anchor body 2, and a core 4 enclosed in a through hole 21 of the anchor body 2. An expansion part 25 of the anchor body 2 is expanded by the core 4 by driving a driving bar 5 into the through hole 21 from a driving bar insertion hole 31 passing through the screwed head 3.
      COPYRIGHT: (C)2006,JPO&NCIPI
    • 要解决的问题:提供一种核心驱动型锚杆,其允许设备同时与基础材料固定在混凝土骨架等的基材上,并且允许在施工后容易地移除和重新固定设备 。 解决方案:该锚固件1具有中空圆筒形状的锚固体2,可拆卸地旋拧到锚固体2的后端部22的螺纹头3和封闭在锚固体的通孔21中的芯部4 通过从穿过螺纹头3的驱动杆插入孔31将驱动杆5驱动到通孔21中,锚固体2的膨胀部分25被芯体4膨胀。(C) 2006年,JPO&NCIPI
    • 75. 发明专利
    • Roof board, roof structure and repair method of roof board
    • 屋顶板,屋顶结构和屋顶修理方法
    • JP2005232784A
    • 2005-09-02
    • JP2004043095
    • 2004-02-19
    • Sanko Techno Co Ltdサンコーテクノ株式会社
    • TAKAHASHI HIROTOSAKATA TAKASHI
    • E01F1/00E01F15/08E04D3/00E04D3/18E04D3/32E04H1/12
    • PROBLEM TO BE SOLVED: To provide a roof board and a repair method of the roof board capable of preventing the fall of a broken piece from a suspended end of the roof board.
      SOLUTION: The slate-made made of board 2 used for a roof 1 constructed on the platform 11 of a railway station is equipped with a main section 5 as a part forming the upper surface of the roof 1 and the suspended end 7 hanging down from the front end section 6 on a track 12 side of the main section 5. A resin material-made reinforcing layer 8 is formed at least in a part of the surface of the suspended end 7. The reinforcing layer 8 is integrally adhered to the suspended end 7, even if there is a crack in the suspended end 7, a cohesion state of the reinforcing layer with the suspended end 7 is maintained to function the prevention of a partial lack of the suspended end 7. Even if the crack occurs in the suspended end 7 by wind pressure and vibration resulting from an electric train 13, the broken piece is maintained in a state to adhere to the reinforcing layer 8. Accordingly, the broken piece of the suspended end 7 can be prevented from falling on the electric train 13 and the track 12.
      COPYRIGHT: (C)2005,JPO&NCIPI
    • 要解决的问题:提供一种屋顶板和屋顶板的修理方法,能够防止破碎件从顶板的悬挂端落下。 解决方案:用于建筑在火车站的平台11上的用于屋顶1的由板2制成的石板板装备有作为形成屋顶1的上表面的部分的主体部分5和悬挂端部7 从主体部5的轨道12侧的前端部6向下悬挂。在悬臂7的表面的至少一部分上形成树脂材料加强层8.加强层8一体地粘接 即使在悬挂端7处存在裂缝,也能够使悬臂7的加强层的内聚力保持为悬挂端7的部分不足,即使是裂纹 通过由电动车13产生的风压和振动而在悬挂端7处发生破碎的部件被保持在附着于加强层8的状态。因此,可以防止悬挂端部7的破碎件落在 电动火车13和火车 ck 12.版权所有(C)2005,JPO&NCIPI
    • 76. 发明专利
    • Anchor
    • JP2005194832A
    • 2005-07-21
    • JP2004004576
    • 2004-01-09
    • Sanko Techno Co Ltdサンコーテクノ株式会社
    • IWABUCHI SHIGEKI
    • E04B1/48F16B35/00F16B35/04
    • PROBLEM TO BE SOLVED: To provide an anchor capable of keeping a secure fixing state of a mounting member when a brick body weakened due to secular change or an other member made of ALC, a resin, etc. are fixed with other members.
      SOLUTION: The anchor is constituted of a bolt 3 provided in the base end side, a fixing means provided at the front end side axis, a collar 6 provided between the bolt 3 and the fixing means, and a nut screwed with the bolt 3. Further, a reaction support part 8A for adding a fastening torque to the nut is provided.
      COPYRIGHT: (C)2005,JPO&NCIPI
    • 要解决的问题:为了提供一种能够在由于长期变化而导致砖体变弱的情况下保持安装构件的固定状态的锚固件或由ALC,树脂等构成的其他构件与其他构件固定的锚固件 。 解决方案:锚固体由设置在基端侧的螺栓3,设置在前端侧轴线上的固定装置,设置在螺栓3和固定装置之间的轴环6以及与螺母3螺合的螺母 此外,提供了用于向螺母添加紧固扭矩的反作用支撑部8A。 版权所有(C)2005,JPO&NCIPI
    • 77. 发明专利
    • Expansion anchor and method of repairing concrete base material
    • 膨胀锚固体及其修补混凝土基体材料的方法
    • JP2005061096A
    • 2005-03-10
    • JP2003293454
    • 2003-08-14
    • Sanko Techno Co LtdTateyama Kensetsu Kkサンコーテクノ株式会社館山建設株式会社
    • HARADA TSUGUYAYAGISAWA YASUEHATORI SHUNJI
    • E01B1/00E01B37/00F16B13/04
    • PROBLEM TO BE SOLVED: To provide an expansion anchor for joining a plurality of concrete skeletons more firmly and positively, and a method of repairing a concrete base material.
      SOLUTION: The expansion anchor 1 used in this case is constituted so that one end 11b of an expansion sleeve 11 formed in a hollow cylinder shape and having slits 14, 15, 16 extending in a longitudinal direction from the respective ends 11a, 11b is mounted with an expansion cone 19 having a tapered part 19a at the outer periphery to be tapered toward the mounted side to the expansion sleeve 11 and that a conical pipe member 18 of a hollow cylinder shape having a tapered part 18a at the outer periphery to be tapered toward the expansion sleeve 11 is connected to the other end 11a of the expansion sleeve 11 through a thin-walled part 17 ruptured by driving.
      COPYRIGHT: (C)2005,JPO&NCIPI
    • 要解决的问题:提供一种用于更牢固地和积极地接合多个混凝土骨架的膨胀锚,以及修补混凝土基材的方法。 解决方案:在这种情况下使用的膨胀锚固件1构成为膨胀套筒11的一端11b形成为中空圆柱形,并且具有从相应端部11a沿长度方向延伸的狭缝14,15,16, 11b安装有在外周具有锥形部分19a的膨胀锥体19朝向膨胀套筒11的安装侧渐缩,并且具有中空圆筒形状的圆锥形管件18在外周具有锥形部分18a 朝向膨胀套筒11变细的方式通过驱动破裂的薄壁部分17连接到膨胀套筒11的另一端11a。 版权所有(C)2005,JPO&NCIPI
    • 78. 发明专利
    • Injection apparatus for injecting repairing material into void place of concrete structure
    • 将修复材料注入混凝土结构无效的注射装置
    • JP2005023520A
    • 2005-01-27
    • JP2003186755
    • 2003-06-30
    • Chatani Sangyo KkSanko Techno Co Ltdサンコーテクノ株式会社茶谷産業株式会社
    • YAMAZAKI YUTAKAYAGISAWA YASUETOBE TSUTOMU
    • E04G23/02
    • PROBLEM TO BE SOLVED: To provide an injection apparatus for preventing an injected repairing material from flowing backward, even if an injection part is removed, immediately after injecting the repairing material, in the injection apparatus for injecting the repairing material into an injection hole bored in a concrete structure.
      SOLUTION: This injection apparatus is composed of a hollow body pipe 101 for arranging a flange part 144 in a tip part, and arranging a check valve 142 inside, a connecting nut pipe 102 of a hollow body, and a base end side hollow body 103 for arranging an injection port of the repairing material in a base end part of a hollow body. An elastic tube 151 is fitted to the body pipe 101, and the body pipe 101 projecting from the elastic tube is joined by a screw to the connecting nut pipe 102. The base end side hollow body 103 and the connecting nut pipe 102 are joined by a screw. When the body pipe 101 is intruded into the connecting nut pipe 102 by rotating the base end side hollow body 103, the elastic tube 151 is compressed in the shaft direction between the flange part of the body pipe 101 and the connecting nut pipe 102, and is diametrally expanded.
      COPYRIGHT: (C)2005,JPO&NCIPI
    • 要解决的问题:为了提供一种用于防止喷射的修复材料向后流动的注射装置,即使在注射修复材料之后立即将注射部分移除,在用于将修复材料注射到注射器中的注射装置中 在混凝土结构中钻孔。 解决方案:该注射装置由用于将凸缘部144配置在前端部的中空主体管101和内侧的止回阀142,中空体的连接螺母管102和基端侧 空心体103,用于将修复材料的注入口布置在中空体的基端部。 弹性管151装配到主体管101上,并且从弹性管突出的主体管101通过螺钉连接到连接螺母管102.基端侧中空体103和连接螺母管102通过 一个螺丝 当主体管101通过旋转基端侧空心体103而进入连接螺母管102时,弹性管151在主体管101的凸缘部与连接螺母管102之间沿轴向被压缩, 是直径膨胀的。 版权所有(C)2005,JPO&NCIPI