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1. 发明专利

JP2014015357A Element fixation capsule containing rapid hardening component 有权
标题翻译：元素固定胶囊含有快速硬化组分
公开(公告)号：JP2014015357A
公开(公告)日：2014-01-30
申请号：JP2012154315
申请日：2012-07-10
申请人： Denki Kagaku Kogyo Kk , 電気化学工業株式会社 , Sanko Techno Co Ltd , サンコーテクノ株式会社
发明人： KIDA TSUTOMU , MUROKAWA TAKAMITSU , SASAKI TAKASHI , KAMIYA YOSUKE , AIBA MASAFUMI , SATO TAKASHI
IPC分类号： C04B28/02 , C04B22/06 , C04B22/08 , C04B22/14 , E04B1/41
摘要： PROBLEM TO BE SOLVED: To provide an element fixation capsule in which even if a cement capsule containing a rapid hardening component is stored for a long term, there is not material separation, stable storage can be performed, when being used and an element is anchored in a bore, by only revolution, even if a bore length becomes two times, anchorage becomes easy without remaining striking element, and a tensile force increases for a long period.SOLUTION: An element fixation capsule comprises an easy destructiveness container of two layers containing a powder material and a water-based material, and the element fixation capsule is characterized in that the powder material includes: cement; calcium aluminate glass or calcium aluminosilicate glass; and a rapid hardening component consisting of gypsum, the water-based material includes: spherical silica; colloidal silica; calcium hydroxide; and water, and the powder material and/or the water-based material includes an aggregate.
摘要翻译：要解决的问题：为了提供一种元件固定胶囊，其中即使长期储存含有快速硬化组分的水泥胶囊，也不存在材料分离，使用时可以稳定地储存，并且元素被锚定在钻孔中，即使孔长度变为两倍，即使孔长度变为两倍，锚固变得容易，而不会留下撞击元件，并且拉伸力长时间增加。解决方案：元件固定胶囊包括容易破坏性容器的两层，包含粉末材料和水性材料，并且所述元件固定胶囊的特征在于，所述粉末材料包括：水泥; 铝酸钙玻璃或铝硅酸钙玻璃; 和由石膏组成的快速硬化组分，所述水性材料包括：球形二氧化硅; 胶体二氧化硅; 氢氧化钙; 和水，并且粉末材料和/或水基材料包括骨料。

2. 发明专利

JP2008264220A Stone panel for bedrock bath and method for manufacturing the same 审中-公开
标题翻译：用于BEDROCK浴的石板及其制造方法
公开(公告)号：JP2008264220A
公开(公告)日：2008-11-06
申请号：JP2007111529
申请日：2007-04-20
申请人： Sanko Techno Co Ltd , サンコーテクノ株式会社
发明人： HORAGE MASATO , HOSOKAWA KAZUYOSHI , SATO TAKASHI
IPC分类号： A61H33/06 , A61N5/06
摘要： PROBLEM TO BE SOLVED: To provide a stone panel for bedrock bath with good durability capable of reducing the cost.
SOLUTION: A stone panel 1 includes: a panel body 2 made by arranging and unifying a plurality of plate-like stone materials 4 composed of natural stones; and a reinforcing layer 3 formed on the back surface of the panel body 2. A gap 5 between the stone materials 4 is filled with mortar 7 and broken pieces 6 of natural stone. The broken pieces 6 are eccentrically located on the surface 2a of the panel body 2 in the gap 5. The reinforcing layer 3 is composed of a reinforcement containing fiber: this reinforcement is composed of mortar or an ultraviolet curing resin.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：提供具有良好耐久性的基岩浴石头板，可以降低成本。石板1包括：通过布置和统一由天然石构成的多个板状石材4制成的面板体2; 以及形成在面板主体2的后表面上的加强层3.石材4之间的间隙5填充有砂浆7和天然石材的碎片6。破碎片6偏心地位于间隙5中的面板主体2的表面2a上。加强层3由含有纤维的增强材料构成，该增强材料由砂浆或紫外线固化树脂构成。版权所有（C）2009，JPO＆INPIT

3. 发明专利

JP2000167856A HEATER FOR THERMALLY PRESS-BONDING PREPREG AND METHOD FOR REINFORCING CONCRETE STRUCTURAL MATERIAL USING THIS HEATER 失效
公开(公告)号：JP2000167856A
公开(公告)日：2000-06-20
申请号：JP34274798
申请日：1998-12-02
申请人： SANKO TECHNO CO LTD
发明人： HOSOKAWA KAZUYOSHI , SATO TAKASHI
IPC分类号： E04C5/00 , B29C35/02 , B29C43/18 , B29C43/34 , B29C43/52 , B29C63/02 , B29K105/06 , E04G23/02
摘要： PROBLEM TO BE SOLVED: To provide a heater for thermally press-bonding a prepreg sheet for reinforcing a structural material by which fiber sheeting containing the uncured matrix resin of an initial heat-curable resin polycondensation product can be heated efficiently and uniformly, and a method for reinforcing a concrete structural material using the heater. SOLUTION: The heater 1 for thermally press-bonding a prepreg is of such a structure that an elastic heat-insulating material layer 3, an energization heating panel 4 and an elastic rubber layer 5 are sequentially laminated over the entire inside face of a base 2 bent along almost the center line of a square. The heater 1 is fitted to the ridge part of a square pillarlike concrete structural material with an attached prepreg, and then is pressed to the surface of the structural material and at the same time, the panel 4 is energized to heat the prepreg and thereby cure an initial heat-curable resin polycondensation product thereof. Finally a fiber-reinforced sheet of a heat-curable resin is tightly formed on the surface of the structural material.

4. 发明专利

JP2013189750A Fixation component for transmitting shear force, with fixation maintaining function 有权
标题翻译：用于传动剪力的固定元件，具有固定维护功能
公开(公告)号：JP2013189750A
公开(公告)日：2013-09-26
申请号：JP2012054611
申请日：2012-03-12
申请人： Hitoshi Shiobara , 等塩原 , Sanko Techno Co Ltd , サンコーテクノ株式会社 , Kse Network Co Ltd , 株式会社KSE network , Ohmoto Gumi Co Ltd , 株式会社大本組
发明人： SHIOBARA HITOSHI , SATO TAKASHI , YAGISAWA YASUE , YOKOTA KENJI , OKA KOJI
IPC分类号： E04B1/41 , E04B1/21
摘要： PROBLEM TO BE SOLVED: To provide a fixation component bridging between a main structure and an additional structure such as an existing concrete structure and a new concrete structure constructed in contact therewith which can move independently from each other under horizontal force, which allows for the rotational deformation of the additional structure relative to the main structure and allows the additional structure to easily slide relative to a fixation component when both the structures transmit horizontal shear force.SOLUTION: A fixation component 4 comprises: a fixation part 41 which is fixed to either structure 1 of a main structure 1 and an additional structure 2; and a body part 42 which is embedded in another structure 2 and has a convex shaped surface adjacent to the other structure 2, such that the other structure 2 slides when both the structures 1 and 2 are relatively deformed, with a flat bottom face 421 adjacent to the fixation part 41. The outer size of the fixation part 41 on both sides of the action direction of bending moment is smaller than the outer size of the body part 42. At least the section adjacent to the fixation part 41 of the surface of the body part 42 is formed of a continuous curved surface in the sliding direction.
摘要翻译：要解决的问题：提供一种桥接在主结构和附加结构之间的固定部件，例如现有的混凝土结构和与其接触构造的新的混凝土结构，其可以在水平力作用下彼此独立地移动，这允许旋转当两个结构传递水平剪切力时，附加结构相对于主结构变形，并且允许附加结构相对于固定部件容易地滑动。解决方案：固定部件4包括：固定部件41，其固定到任一结构主结构1和附加结构2; 以及主体部分42，其嵌入在另一结构体2中，并且具有与另一结构体2相邻的凸形表面，使得当结构体1和2两者相对变形时，另一结构体2滑动，相邻的平坦底面421 弯曲力矩的作用方向的两侧的固定部41的外径小于主体部42的外径。至少与该固定部41的表面的固定部41相邻的部分主体部42由滑动方向的连续曲面形成。

5. 发明专利

JP2006102738A Method for maintaining steel structure preventively 审中-公开
标题翻译：保护钢结构的方法
公开(公告)号：JP2006102738A
公开(公告)日：2006-04-20
申请号：JP2005071776
申请日：2005-03-14
申请人： Japan Highway Public Corp , Sanko Techno Co Ltd , Hiroyuki Suzuki , サンコーテクノ株式会社 , 日本道路公団 , 博之鈴木
发明人： SUZUKI HIROYUKI , SHIMOMO KOICHIRO , INABA TAKAFUMI , TOMITA YOSHIO , SATO TAKASHI
IPC分类号： B05D7/14 , E01D22/00
摘要： PROBLEM TO BE SOLVED: To provide a new system for maintaining a steel structure preventively to prevent a structurally discontinuous part of the steel structure from being cracked owing to repetitive stress.
SOLUTION: This method for maintaining the steel structure preventively comprises a step of applying a primer to the structurally discontinuous part caused by a weld joint of the steel structure to prevent the structurally discontinuous part from being cracked owing to repetitive stress. The steel structure is preferably a structural part of a bridge.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供一种预防性地维持钢结构的新系统，以防止钢结构的结构不连续部分由于重复应力而被破裂。解决方案：用于预防钢结构的这种方法包括对由钢结构的焊接接头引起的结构不连续部分施加底漆以防止结构不连续部分由于重复应力而被破裂的步骤。钢结构优选是桥的结构部分。版权所有（C）2006，JPO＆NCIPI

6. 发明专利

JP2015025352A あと施工アンカーの施工方法有权
标题翻译：后安装锚固施工方法
公开(公告)号：JP2015025352A
公开(公告)日：2015-02-05
申请号：JP2013241736
申请日：2013-11-22
申请人：株式会社大林組 , Ohbayashi Corp , サンコーテクノ株式会社 , Sanko Techno Co Ltd
发明人： TOMII TAKAYOSHI , TOBE TSUTOMU , YAGISAWA YASUEI , SATO TAKASHI
IPC分类号： E04G23/02 , E04B1/41
摘要：【課題】本発明は、コンクリート構造物を破壊することなくあと施工アンカーを引き抜き、既存の穿孔を用いて新たなあと施工アンカーを施工することができるあと施工アンカーの施工方法及びあと施工アンカー引き抜き装置を提供する。【解決手段】コンクリート構造物3の穿孔4に接着剤5により固着されたアンカー部材2に対して熱と力との両方、又はいずれか一方を加えながら引張荷重を加えてアンカー部材2を引き抜く引き抜き工程と、アンカー部材2を引き抜いた穿孔4に残存する接着剤5を除去する接着剤除去工程と、接着剤除去工程によって接着剤5を除去した穿孔4に新たな接着剤5を充填する接着剤充填工程と、接着剤充填工程によって新たな接着剤5を充填した穿孔4に新たなアンカー部材2を打ち込むアンカー部材打込工程とを有している。【選択図】図1
摘要翻译：要解决的问题：提供一种后安装的锚固施工方法和一种后安装的锚式拉出装置，其中可以在不破坏混凝土结构的情况下将后置锚固件拉起，并且可以构造新的后装锚通过使用现有的钻孔来解决。解决方案：一种后置锚定构造方法，包括：施加张力载荷并拉出锚定构件2的同时向锚定构件2施加热和力的两个或任何一个的拉出步骤通过粘合剂5锚固在混凝土结构体3的钻孔4中; 去除残留在锚定构件2被拉出的钻孔4中的粘合剂5的粘合剂去除步骤; 在粘合剂去除步骤中从其中除去粘合剂5的钻孔4中填充新粘合剂5的粘合剂填充步骤; 以及锚固构件驱动步骤，通过由粘合剂填充步骤填充的新粘合剂5将新的锚定构件2驱动到钻孔4中。

7. 发明专利

JP2013104210A Filling device and construction method of anchor 审中-公开
标题翻译：填料装置及锚固结构方法
公开(公告)号：JP2013104210A
公开(公告)日：2013-05-30
申请号：JP2011248116
申请日：2011-11-11
申请人： Sanko Techno Co Ltd , サンコーテクノ株式会社 , Denki Kagaku Kogyo Kk , 電気化学工業株式会社
发明人： YAGISAWA YASUE , SATO TAKASHI , AIBA MASAFUMI , KAMIYA YOSUKE , YAMANE HIDEAKI , MIYAGUCHI KATSUICHI , MORI TAIICHIRO
IPC分类号： E04G21/12 , E04B1/41
摘要： PROBLEM TO BE SOLVED: To provide a filling device which, even when a filler is prepared by mixing a plurality of materials, can uniformly mix the plurality of materials and fill the filler without using a cartridge, and a construction method of an anchor using the filling device.SOLUTION: A filling device 1 includes: a cylindrical body 10 into which a filler can be filled; a piston 20 which is arranged on the base end side inside the cylindrical body 10 and can push out a filler A, which is filled into the cylindrical body 10, to the tip side; an operation part 30 which can move the piston 20 from the base end side to the tip side of the cylindrical body 10; a nozzle which can be mounted to the tip of the cylindrical body 10 and, in a state of being mounted to the cylindrical body 10, discharges the filler A pushed out by the piston 20; and agitating means 50 which can be mounted to the tip of the cylindrical body 10 and, in a state of being mounted to the cylindrical body 10, can agitate the filler A filled inside the cylindrical body 10.
摘要翻译：要解决的问题：提供一种填充装置，即使当通过混合多种材料制备填料时，可以均匀地混合多种材料并填充填料而不使用筒，并且可以使用锚使用灌装装置。解决方案：填充装置1包括：圆柱形主体10，可填充填料; 活塞20，其设置在筒体10内的基端侧，能够向圆筒体10内推出填充到圆筒体10内的填料A. 能够将活塞20从筒体10的基端侧向前端侧移动的操作部30; 能够安装在圆筒体10的前端的喷嘴，在安装于圆筒体10的状态下，排出由活塞20推出的填料A; 以及可以安装到圆筒体10的尖端的搅拌装置50，并且在安装到圆筒体10的状态下，能够搅拌填充在筒体10内的填料A.（C） 2013年，JPO＆INPIT

8. 发明专利

JP2012246641A Shear force resistor device 有权
标题翻译：剪切电阻器件
公开(公告)号：JP2012246641A
公开(公告)日：2012-12-13
申请号：JP2011117569
申请日：2011-05-26
申请人： Tobishima Corp , 飛島建設株式会社 , Ohmoto Gumi Co Ltd , 株式会社大本組 , Sanko Techno Co Ltd , サンコーテクノ株式会社
发明人： IKEDA TAKAAKI , TAKASE YUYA , KUBOTA MASAHARU , ABE TAKAHIDE , ONAKA ATSUYOSHI , OKA KOJI , ITAYA HIDEHIKO , YAGISAWA YASUE , IMAI SEISHI , SATO TAKASHI
IPC分类号： E04G23/02
摘要： PROBLEM TO BE SOLVED: To provide a shear force resistor device which is used in tightly connecting a new structure and an old structure when a vibration control device (vibration control member) or an aseismic device (aseismatic member) is installed in earthquake proof and vibration control repair work in a construction field and which is remarkably excellent in resistance efficiency of shear force between the structures.SOLUTION: A shear force resistor device comprises a ring-shaped groove streak with a cross section of nearly concave or convex, an attachment hole bored from the central part to the inside, a device body in which a ring-shaped locking protrusive piece is installed while an insertion hole is bored in the center and in which a cutout concave or convex with a shape of body of rotation is installed in the neighboring site, an anchor member which penetrates a surface adhesion member having a shape of body of rotation and having the insertion hole installed in the center and the insertion hole and which is inserted into the attachment hole, and a nut member which is screwed to bring the surface adhesion member into close contact with the device body.
摘要翻译：要解决的问题：提供一种用于在地震中安装振动控制装置（振动控制构件）或抗震装置（抗震构件）时紧密连接新结构和旧结构的剪切力电阻装置在施工现场进行防振和振动控制维修工作，结构之间剪切力的电阻效率非常优异。解决方案：剪切力电阻器装置包括具有近似或凸形的横截面的环形凹槽条纹，从中心部分到内部钻出的附接孔，其中环形锁定凸起安装在插入孔中心并且具有旋转体形状的具有旋转体形状的凹部的切口安装在相邻位置上的锚固构件，其穿透具有旋转体形状的表面粘合构件并且插入孔安装在中心和插入孔中并插入到安装孔中，螺母构件被拧紧以使表面粘合构件与装置主体紧密接触。版权所有（C）2013，JPO＆INPIT

9. 发明专利

JP2012001987A Joint structure of structure and anchoring device for joining structures used therein 有权
标题翻译：用于接合结构的结构和锚固装置的接头结构
公开(公告)号：JP2012001987A
公开(公告)日：2012-01-05
申请号：JP2010138837
申请日：2010-06-18
申请人： Ohmoto Gumi Co Ltd , Sanko Techno Co Ltd , Hitoshi Shiobara , サンコーテクノ株式会社 , 等塩原 , 株式会社大本組
发明人： SHIOBARA HITOSHI , SATO TAKASHI , OKA KOJI
IPC分类号： E04B1/21 , E04B1/38
摘要： PROBLEM TO BE SOLVED: To join two structures (a main structure and an additional structure) that can behave independently when a horizontal force is in active, for example, an existing concrete structure and a new concrete structure constructed adjacent to the existing one or the like, in a state that relative rotational deformation is permitted around a rotational axis in a horizontal direction while conveying the horizontal shear force between the two structures.SOLUTION: An anchoring device 3 is arranged astride a main structure 1 and an additional structure 2 that can behave independently from each other when a horizontal force is in active. The anchoring device 3 comprises: an anchoring member 4 that is arranged astride the boundary between the main structure 1 and the additional structure 2 and is provided with an insertion hole 42a passing through the thickness direction in a part thereof; and a bendable anchor 5 that passes through the anchoring member 4 so as to be anchored to both structures 1, 2. The anchoring member 4 is provided with an anchoring portion 41 which is anchored to one of the main structure 1 and the additional structure 2 and a body portion 42 which is anchored to the other structure and whose one surface on the other structure side is formed into a convex shape, which makes a relative rotational deformation of the structure 2 possible along the surface of the body potion 42.
摘要翻译：要解决的问题：为了连接当水平力处于活动状态时可以独立运行的两个结构（主结构和附加结构），例如现有的混凝土结构和与现有的相邻构造的新的混凝土结构一个或类似物，在两个结构之间输送水平剪切力的同时允许围绕水平方向的旋转轴线进行相对旋转变形的状态。解决方案：锚定装置3横跨主结构1和附加结构2布置，当水平力处于活动状态时，锚固装置3可以彼此独立地起作用。锚固装置3包括：跨越主结构1和附加结构2之间的边界布置的锚定构件4，并且在其一部分中设置有穿过厚度方向的插入孔42a; 以及可弯曲锚固件5，其穿过锚固构件4以锚固到结构1,2上。锚固构件4设置有锚固部分41，其锚固到主结构1和附加结构2之一以及主体部分42，其被固定到另一结构，并且另一结构侧的一个表面形成为凸形，这使得沿着主体部分42的表面可以使结构2相对旋转变形。
版权所有（C）2012，JPO＆INPIT

10. 发明专利

JP2010059717A Joint structure of structural body and anchoring member for shear force transmission used in the same 有权
标题翻译：结构体和连接结构用于其中使用的剪切力传递的结构体和锚固构件
公开(公告)号：JP2010059717A
公开(公告)日：2010-03-18
申请号：JP2008227762
申请日：2008-09-05
申请人： Ohmoto Gumi Co Ltd , Sanko Techno Co Ltd , Hitoshi Shiobara , サンコーテクノ株式会社 , 等塩原 , 株式会社大本組
发明人： SHIOBARA HITOSHI , HOSOKAWA YOJI , YAMAMOTO KENICHIRO , SATO TAKASHI , OKA KOJI
IPC分类号： E04G21/02 , E01D22/00
摘要： PROBLEM TO BE SOLVED: To enhance, when a new concrete-structural body adjacent to an existing concrete-structural body is constructed, shear force transmission efficiency between the two structures.
SOLUTION: In a joint structure wherein an anchoring member 3 is arranged over an old structure 1 and a new structure 2 adjacent to each other and a shear force caused when the new structure 2 is relatively displaced to the old structure 1 is transmitted to the old structure 1 via the anchoring member 3, a groove 1a is formed in the old structure 1 from the front face side, and the anchoring member 3 is formed of a flat-plate shaped body 31 superposed on a boundary face between the old structure 1 and the new structure 2 and an annular protrusion 32 formed on the rear face of the body 31 and fitted in the groove 1a. While at least a part of the body 31 in the thickness direction is positioned inside the new structure 2 and at least a part of the protrusion 32 in the thickness direction is positioned inside the old structure 1, the anchoring member 3 is embedded in the old structure 1 and the new structure 2.
COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：为了增强当与现有混凝土结构体相邻的新的混凝土结构体时，两个结构之间的剪切力传递效率。解决方案：在锚固构件3布置在彼此相邻的旧结构1和新结构2上的接合结构中以及当新结构2相对于旧结构1移位时引起的剪切力被传递通过锚固构件3到旧结构体1，从前表面侧在旧结构体1上形成有槽1a，并且锚固构件3由重叠在老式结构1之间的边界面上的平板状体31形成结构1和新结构2以及形成在主体31的后表面上并装配在槽1a中的环形突起32。主体31的厚度方向的至少一部分位于新结构体2的内部，厚度方向上的突出部32的至少一部分位于旧结构体1的内部，锚固部件3嵌入旧的结构1和新结构2.版权所有（C）2010，JPO＆INPIT

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