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1. 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

2. 发明专利

JP2008138360A Element anchoring capsule constituted by containing quick-hardening component 审中-公开
标题翻译：包含快速硬化组分的元件锚固胶囊
公开(公告)号：JP2008138360A
公开(公告)日：2008-06-19
申请号：JP2006322663
申请日：2006-11-29
申请人： Denki Kagaku Kogyo Kk , Sanko Techno Co Ltd , サンコーテクノ株式会社 , 電気化学工業株式会社
发明人： KIDA TSUTOMU , MIZUTANI YOSHIKAZU , MIYAGUCHI KATSUICHI , IMAI SEISHI , AIBA MASAFUMI , KAWABATA TOSHIHIRO
IPC分类号： E21D20/00 , C04B16/02 , C04B22/08 , C04B22/10 , C04B22/14 , C04B24/06 , C04B28/02
CPC分类号： C04B28/14 , C04B40/0666 , Y02W30/97 , C04B7/02 , C04B14/22 , C04B18/24 , C04B40/0641 , C04B2103/22 , C04B14/042
摘要： PROBLEM TO BE SOLVED: To provide such an inorganic anchoring material (element anchoring capsule) as to bring about a predetermined tensile force by making water and cement and the like uniformly mixed together in construction, even if a drilled hole has an angle of deviation from perpendicularity, when an element is fixed in the drilled hole by using the inorganic anchoring material stored in a container. SOLUTION: This element anchoring capsule is constituted by making the easy-to-destroy container contain cement, calcium aluminosilicate glass, gypsum, aggregate, microfibrillated fibrous cellulose, water and a setting retarder. COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：为了提供这样的无机锚固材料（元件锚定胶囊），以通过在结构中使水和水泥等均匀地混合在一起而产生预定的拉力，即使钻孔具有角度当通过使用存储在容器中的无机锚固材料将元件固定在钻孔中时，偏离垂直度。解决方案：该元件锚固胶囊通过使容易破坏的容器含有水泥，硅铝酸钙玻璃，石膏，骨料，微纤维纤维素纤维素，水和凝固缓凝剂构成。版权所有（C）2008，JPO＆INPIT

3. 发明专利

JP2008095835A Adhered anchor constructing method 审中-公开
标题翻译：附加锚固构造方法
公开(公告)号：JP2008095835A
公开(公告)日：2008-04-24
申请号：JP2006278477
申请日：2006-10-12
申请人： Sanko Techno Co Ltd , サンコーテクノ株式会社
发明人： IMAI SEISHI , HANDA KIYOKAZU , IINUMA MASAMITSU
IPC分类号： F16B13/04 , E04B1/41
摘要： PROBLEM TO BE SOLVED: To provide an adhered anchor constructing method for easily and accurately securing a proper amount of anchor adhering material and securing high workability while allowing even a low level of skill for whole constructing work.
SOLUTION: The adhered anchor constructing method comprises measuring the anchor adhering material 4 poured into an anchor sleeve 1 to which a measuring marking 1b is applied, inserting the anchor sleeve 1 into a lower hole 2a as the adhering material 4 remains stored therein, incorporating an anchor 3 into the anchor sleeve 1, and then solidifying the adhering material 4 to fix the anchor 3 to a base material 2 together with the anchor sleeve 1.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供一种粘附锚构造方法，用于容易且准确地固定适量的锚固粘合材料并确保高可加工性，同时甚至能够在整个施工工作中具有低水平的技能。解决方案：粘附锚构造方法包括测量浇注到锚定套筒1中的锚固粘合材料4，其上施加有测量标记1b，随着粘附材料4保持在其中，锚固套筒1插入下孔2a中，将锚固件3结合到锚固套筒1中，然后固化粘合材料4，以将锚固件3与锚定套筒1一起固定在基材2上。版权所有（C）2008，JPO＆INPIT

4. 发明专利

JP2007332555A Aseismatic reinforcing structure of existing building 审中-公开
标题翻译：现有建筑的ASEISMATIC加固结构
公开(公告)号：JP2007332555A
公开(公告)日：2007-12-27
申请号：JP2006162334
申请日：2006-06-12
申请人： Maeda Corp , Sanko Techno Co Ltd , サンコーテクノ株式会社 , 前田建設工業株式会社
发明人： FUJINAMI YASUTAKE , MIYAZAWA SHIGERU , IMAIZUMI TAKAYUKI , HOSOKAWA YOJI , IMAI SEISHI , SUGA TOSHINOBU , HANDA KIYOKAZU
IPC分类号： E04G23/02
摘要： PROBLEM TO BE SOLVED: To provide an aseismatic reinforcing structure of an existing building, achieving effective aseismatic reinforcement by connecting an existing building with a frame using a post-construction anchor having higher performance.
SOLUTION: The existing building 1 and the frame 2 are connected using the post-construction anchor 3, and the post-construction anchor 3 includes: an anchor body 30 inserted in a prepared hole 10 of an outer wall 1a; an extensible extension part 31; and a cone 32 fitted in the inside of the extension part 31. The prepared hole 10 is filled with a bonding resin material 4. The extension part 31 is extended to be pressed to the prepared hole 10 in the innermost part 10a of the prepared hole by driving the anchor body 30 into the cone 32 abutting on the prepared hole innermost part 10a. Thus, high shearing rigidity and tensile yield strength can be obtained, and post-construction anchor having higher performance can be obtained to perform effective aseismatic reinforcement.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供现有建筑物的抗震加固结构，通过使用具有较高性能的后施工锚杆将现有建筑物与框架连接，实现有效的抗震加固。解决方案：现有建筑物1和框架2使用后施工锚固件3连接，后施工锚固件3包括：插入外壁1a的预制孔10中的锚固体30; 可延伸部31; 以及安装在延伸部31的内部的锥体32.准备好的孔10填充有接合树脂材料4.延伸部31延伸以被压到预备孔的最内部10a中的预定孔10 通过将锚固体30驱动到与准备好的孔最内部分10a邻接的锥体32中。因此，可以获得高的剪切刚度和拉伸屈服强度，并且可以获得具有较高性能的后施工锚固件来进行有效的抗震加固。版权所有（C）2008，JPO＆INPIT

5. 发明专利

JP2010248769A Fastener, construction method of attaching attachment to concrete base material, and fastening portion structure 有权
标题翻译：紧固件，连接混凝土基材的施工方法和加固部分结构
公开(公告)号：JP2010248769A
公开(公告)日：2010-11-04
申请号：JP2009098494
申请日：2009-04-14
申请人： East Japan Railway Co , Sanko Techno Co Ltd , サンコーテクノ株式会社 , 東日本旅客鉄道株式会社
发明人： IMAI SEISHI , FUJII YASUNARI , IKENO SEIJI , KOBAYASHI KAORU
IPC分类号： E01D21/00 , F16B1/00 , F16B35/00 , F16B35/04 , F16B43/00 , F16J15/14
摘要： PROBLEM TO BE SOLVED: To provide a technique of filling the whole interior of a communicating through-hole with a filler, facilitating inhibition of the ingress of air bubbles into the filler, and ensuring workability in nut tightening work in execution of attachment construction work of fastening/attaching an attachment to a concrete base material with a bolt put through the through-hole in which a base material through-hole penetrating the concrete base material communicates with a bolt through-hole penetrating the attachment. SOLUTION: The attachment construction work includes a fastening process of fastening/fixing a cap 2 to a tall concrete column 1 using a fastener 10 having a bolt 11 with an injection hole 11c for filler injection, a nut 12, and a pair of washers 13 having a vent slot 13a formed therein, and a filler injection process of injecting a filler 5 into a communicating through-hole 4 through the injection hole 11c of the bolt 11, the filler injection process being executed following the fastening process. The attachment construction work is carried out to provide a fastening portion structure. COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：提供一种用填充物填充连通通孔的整个内部的技术，有利于阻止气泡进入填料中，并且确保在执行附件中的螺母拧紧工作中的可操作性通过穿过穿透混凝土基材的基材通孔与贯穿附件的螺栓通孔连通的贯通孔将螺栓紧固固定在混凝土基材上的结构工作。解决方案：附接结构工作包括使用具有螺栓11的紧固件10将盖2紧固/固定到高混凝土柱1的紧固过程，该螺栓11具有用于填料注入的注入孔11c，螺母12和对具有形成在其中的通气槽13a的垫圈13和通过螺栓11的喷射孔11c将填料5注入连通通孔4的填料注入过程，在紧固过程之后执行填料注入过程。执行附接结构工作以提供紧固部分结构。版权所有（C）2011，JPO＆INPIT

6. 发明专利

JP2007198572A Metal spreading anchor, and construction method for the same 审中-公开
标题翻译：金属膨胀锚及其构造方法
公开(公告)号：JP2007198572A
公开(公告)日：2007-08-09
申请号：JP2006020967
申请日：2006-01-30
申请人： Sanko Techno Co Ltd , サンコーテクノ株式会社
发明人： HOSOKAWA YOJI , YAGISAWA YASUE , IMAI SEISHI , SUGA TOSHINOBU , MATSUMOTO KENJI , HANDA KIYOKAZU
IPC分类号： F16B13/04 , E04B1/41 , F16B13/06 , F16B13/08 , F16B13/10
摘要： PROBLEM TO BE SOLVED: To develop a technique capable of improving the shear rigidity of a metal spreading anchor by suppressing bending deformation of the anchor caused by shearing force acting on the anchor from an attachment fixed to a base material by using the anchor. SOLUTION: In the metal spreading anchor 11, and its construction method, hole wall abutting parts 14e, 14f kept in direct contact with an inner wall surface 113 of a prepared hole 111 protrude from an outer circumference of an anchor body 14 having a spreading part 12 to be spread in the prepared hole 111 in a tip. COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：为了开发一种能够通过抑制锚固件的弯曲变形来提高金属铺展锚的剪切刚度的技术，该剪切力由锚固件上的剪切力通过使用锚固件固定到基材上的附件。解决方案：在金属铺展锚11及其构造方法中，保持与预备孔111的内壁表面113直接接触的孔壁邻接部分14e，14f从锚体14的外圆周突出，扩展部分12在尖端中扩展到预制孔111中。版权所有（C）2007，JPO＆INPIT

7. 发明专利

JP2014009455A Anchor construction method 有权
标题翻译：锚固施工方法
公开(公告)号：JP2014009455A
公开(公告)日：2014-01-20
申请号：JP2012145095
申请日：2012-06-28
申请人： East Japan Railway Co , 東日本旅客鉄道株式会社 , Sanko Techno Co Ltd , サンコーテクノ株式会社
发明人： SUZUKI YUDAI , KOBAYASHI KAORU , IMAI SEISHI , FUJII YASUNARI , IINUMA MASAMITSU
IPC分类号： E02D5/80
摘要： PROBLEM TO BE SOLVED: To provide an inexpensive anchor construction method that facilitates construction, and a drilling jig.SOLUTION: An anchor construction method includes: a drilling step of drilling a hole Ca in an object C; an anchor fixing step of fixing an anchor bar 2 to the object C by inserting a self-anchorage part 2b, which is provided at the tip of a body part 2a of the anchor bar 2, into a position including the center of a bottom surface of the hole Ca drilled in the drilling step; and a filler injection step of infilling a filler 4 into the hole Ca to which the anchor bar 2 is fixed in the anchor fixing step.
摘要翻译：要解决的问题：提供便于施工的便宜的锚固施工方法和钻孔夹具。解决方案：锚式施工方法包括：在物体C中钻孔Ca的钻孔步骤; 锚定固定步骤，通过将设置在锚杆2的主体部分2a的顶端处的自身锚固部分2b插入到包括底面的中心的位置，将锚杆2固定到物体C 在钻孔步骤中钻孔孔Ca; 以及填料注入步骤，在锚定固定步骤中将填料4填充到固定杆2固定的孔Ca中。

8. 发明专利

JP2014009454A Anchor construction method and drilling jig 有权
标题翻译：锚固施工方法和钻机
公开(公告)号：JP2014009454A
公开(公告)日：2014-01-20
申请号：JP2012145094
申请日：2012-06-28
申请人： East Japan Railway Co , 東日本旅客鉄道株式会社 , Sanko Techno Co Ltd , サンコーテクノ株式会社
发明人： SUZUKI YUDAI , KOBAYASHI KAORU , IMAI SEISHI , FUJII YASUNARI , IINUMA MASAMITSU
IPC分类号： E02D5/80
摘要： PROBLEM TO BE SOLVED: To provide an inexpensive anchor construction method that facilitates construction, and a drilling jig.SOLUTION: An anchor construction method includes: a first drilling step of drilling a first hole Ca in an object C; a second drilling step of drilling a second hole Cb in a position including the center Caof the first hole Ca drilled in the first drilling step; an anchor fixing step of fixing an anchor bar 2 to the object C by inserting a self-anchorage part 2b, which is provided at the tip of a body part 2a of the anchor bar, into the second hole Cb drilled in the second drilling step; and a filler injection step of infilling a filler 4 into the first hole Ca to which the anchor bar is fixed in the anchor fixing step.
摘要翻译：要解决的问题：提供便于施工的便宜的锚固施工方法和钻孔夹具。解决方案：锚构造方法包括：在对象C中钻出第一孔Ca的第一钻孔步骤; 在包括在第一钻孔步骤中钻出的第一孔Ca的中心Ca的位置钻第二孔Cb的第二钻孔步骤; 锚定固定步骤，通过将设置在锚杆的主体部分2a的末端处的自锚定部分2b插入到在第二钻孔步骤中钻出的第二孔Cb中来将锚杆2固定到物体C上 ; 以及填料注入步骤，在锚定固定步骤中将填料4填充到固定杆固定到的第一孔Ca中。

9. 发明专利

JP2001303773A REINFORCING METHOD FOR REINFORCED CONCRETE COLUMN 失效
公开(公告)号：JP2001303773A
公开(公告)日：2001-10-31
申请号：JP2000117309
申请日：2000-04-19
申请人： HIGASHI NIPPON RYOKAKU TETSUDO , SANKO TECHNO CO LTD , KFC LTD
发明人： ISHIBASHI TADAYOSHI , KOBAYASHI KAORU , TAKEMOTO YOSHIAKI , IMAI SEISHI
IPC分类号： E04G23/02
摘要： PROBLEM TO BE SOLVED: To provide a method for reinforcing a reinforced concrete column using one side of the outside and giving no effect on the sides obstructing the construction such as the space side used for an indoor space in reinforcing the reinforced concrete column. SOLUTION: This reinforcing method comprises a process forming long holes 2 for inserting shear reinforcements from one side of the reinforced concrete column 1 to the inside, a process for joining and integrating a composite reinforcing material 5 integrated with a concrete layer 4 on the surface of the plate body 3 with the one side, a process for inserting the shear reinforcements 6 in the long holes 2 for inserting the shear reinforcements and filling and solidifying residual clearances, and a process connecting the composite reinforcing material 5 to the shear reinforcements 6.

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