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1. 发明专利

JP2005213821A Joint structure of steel frame member and joining method 审中-公开
标题翻译：钢框架结构和接合方法
公开(公告)号：JP2005213821A
公开(公告)日：2005-08-11
申请号：JP2004020441
申请日：2004-01-28
申请人： Building Research Institute , Natl Inst For Land & Infrastructure Management Mlit , Taiheiyo Cement Corp , 国土交通省国土技術政策総合研究所長 , 太平洋セメント株式会社 , 独立行政法人建築研究所
发明人： YANG ILSEUNG , NISHIYAMA ISAO , FUKUYAMA HIROSHI , SUWADA HARUHIKO , SHIRAI KAZUYOSHI
IPC分类号： E04B1/58 , C04B14/38 , C04B14/48 , C04B16/06 , C04B18/14 , C04B20/00 , C04B24/26 , C04B28/02
CPC分类号： Y02W30/94
摘要： PROBLEM TO BE SOLVED: To provide a joint structure of steel frames which has large rigidity at a joint part and is easily installed, and also to provide a joining method using the same. SOLUTION: In this method, steel frame members are confronted to each other while keeping a space between them, and coupled by steel materials. Thereafter fiber-reinforced concrete having compression strength of 40 N/mm 2 or more and destructive energy of 3 KN/mm or more is preferably filled into the space between the steel frame members and the steel members are integrally formed with the steel frame members. The space between the steel frame members is filled with the fiber-reinforced concrete, so that the joint structure which has large joint strength and excellent strength, rigidity or the like at the joint part is obtained. COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：为了提供一种在接头部分具有大刚度并易于安装的钢框架的接合结构，并且还提供使用该结构的接合方法。
解决方案：在这种方法中，钢框架构件彼此面对，同时保持它们之间的空间，并且由钢材耦合。此后，优选将钢框架构件之间的空间填充到压缩强度为40N / mm以上的纤维强度为3NN / mm以上且3KN / mm以上的破坏能量的钢筋混凝土为一体的与钢框架构件形成。钢框架构件之间的空间填充有纤维增强混凝土，从而获得接合部处的接合强度大，强度，刚性等接合结构。版权所有（C）2005，JPO＆NCIPI

2. 发明专利

JP2007032192A Reinforcing structure of building and concrete building containing the reinforcing structure 有权
标题翻译：增强建筑结构和混凝土结构加固结构
公开(公告)号：JP2007032192A
公开(公告)日：2007-02-08
申请号：JP2005220399
申请日：2005-07-29
申请人： Building Research Institute , Taiheiyo Cement Corp , 太平洋セメント株式会社 , 独立行政法人建築研究所
发明人： FUKUYAMA HIROSHI , SUWADA HARUHIKO , SHIRAI KAZUYOSHI
IPC分类号： E04G23/02 , E04B2/56
摘要： PROBLEM TO BE SOLVED: To provide a reinforcing structure of a building for increasing quake resistance applicable to intermediate and high rise buildings such as apartment housing, having excellent construction efficiency, manufacturable at low cost, and preventing comfortability in and after construction from being lowered. SOLUTION: This reinforcing structure of a building comprises a structural portion having the columns 2 and the beams 3 of a concrete building and reinforcing walls formed on the planes of the building to be reinforced which are surrounded by the structural portions. The reinforcing wall comprises a panel 4 formed of fiber-containing hydraulic composition and a joining parts 5 formed of a fiber-containing hydraulic composition deposited at site in the structural portions having the panel 4, the columns 2, and the beams 4. COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供一种建筑物的增强结构，用于增加适用于诸如公寓房屋的中高层建筑物的抗震性，具有优良的施工效率，可以低成本制造，并且防止施工后和施工后的舒适性被降低解决方案：建筑物的这种加强结构包括具有混凝土建筑物的柱2和梁3的结构部分和形成在被结构部分包围的要被加强的建筑物的平面上的加强壁。加强壁包括由含纤维的水硬性组合物形成的面板4和由具有面板4，列2和光束4的结构部分中现场沉积的含纤维水硬性组合物形成的接合部分5。 >版权所有（C）2007，JPO＆INPIT

3. 发明专利

JP2007132132A Reinforcing structure and reinforcing method for concrete structural member 有权
标题翻译：混凝土结构件加固结构和加固方法
公开(公告)号：JP2007132132A
公开(公告)日：2007-05-31
申请号：JP2005327708
申请日：2005-11-11
申请人： Building Research Institute , Horie Kenchiku Kogaku Kenkyusho:Kk , Taiheiyo Cement Corp , 太平洋セメント株式会社 , 株式会社堀江建築工学研究所 , 独立行政法人建築研究所
发明人： FUKUYAMA HIROSHI , OTA TSUTOMU , SHIRAI KAZUYOSHI , KATAGIRI MAKOTO
IPC分类号： E04C5/02 , E04G23/02
摘要： PROBLEM TO BE SOLVED: To provide a reinforcing structure for a concrete building capable of permitting easy execution of the work in a short period of time, offering good appearance of the building after the work, and also achieving effective reinforcement by using small quantity of members and small amounts of materials, which can be applied also to an existing building such as a multiple dwelling house wherein relatively narrow target surfaces to be reinforced are present intermittently.
SOLUTION: A reinforcing structure 1 comprises a panel 6 made of a hydraulic composition containing fibers which is located between a pair of concrete beams and installed oppositely to the plane of a concrete wall 4 with a certain distance held to the face of the concrete wall 4; a joining portion 7 hardened from a grout material which is located between the concrete wall 4 and the panel 6; anchor members 8 embedded through the concrete wall 4 and the joining portion 7; and anchor members 9 embedded through the panels 6 and the joining portion 7.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：为了提供能够在短时间内容易地执行工作的混凝土建筑物的加强结构，在工作之后提供建筑物的良好外观，并且还通过使用小的方式实现有效的加强成员数量少的材料也可以应用于现有建筑物，如多层住宅，其中相对狭窄的待加固目标表面间歇地存在。解决方案：加强结构1包括由含有纤维的水硬性组合物制成的面板6，该纤维位于一对混凝土梁之间并且与混凝土墙4的平面相对地安装，该距离保持一定距离混凝土墙4; 从位于混凝土墙4和面板6之间的灌浆材料硬化的接合部分7; 通过混凝土墙壁4和接合部分7嵌入的锚定构件8; 以及通过面板6和接合部分7嵌入的固定构件9.版权所有（C）2007，JPO＆INPIT

4. 发明专利

JP2007132131A Reinforcing structure and reinforcing method for concrete building 有权
标题翻译：混凝土建筑结构和加固方法
公开(公告)号：JP2007132131A
公开(公告)日：2007-05-31
申请号：JP2005327707
申请日：2005-11-11
申请人： Building Research Institute , Horie Kenchiku Kogaku Kenkyusho:Kk , Taiheiyo Cement Corp , 太平洋セメント株式会社 , 株式会社堀江建築工学研究所 , 独立行政法人建築研究所
发明人： FUKUYAMA HIROSHI , OTA TSUTOMU , SHIRAI KAZUYOSHI , KATAGIRI MAKOTO
IPC分类号： E04G23/02
摘要： PROBLEM TO BE SOLVED: To provide a reinforcing structure for a concrete building capable of permitting easy execution of the work in a short period of time, offering good appearance of the building after the work, and also achieving effective reinforcement by using small quantity of members and small amounts of materials, which can be applied also to an existing building such as a multiple dwelling house wherein relatively narrow target surfaces to be reinforced exist intermittently.
SOLUTION: A reinforcing structure 1 comprises a concrete column 2; a panel 6 made of a hydraulic composition containing fibers arranged oppositely to a surface region at a predetermined distance including a surface extended in a vertical direction of respective building members of a concrete wall 3 and a concrete beam 4; a joint portion made of grout 7 interposed between said surface region and the panel 6; anchors 8 embedded throughout between said building members 2, 3 and 4 and the joint portion; and anchors 9 embedded throughout the panel 6 and the joint portion.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：为了提供能够在短时间内容易地执行工作的混凝土建筑物的加强结构，在工作之后提供建筑物的良好外观，并且还通过使用小的方式实现有效的加强成员数量少，材料量少，可以应用于现有的建筑物，如多层住宅，其中相对狭窄的待加固目标表面间歇性地存在。解决方案：加固结构1包括混凝土柱2; 由水硬性组合物制成的面板6，该水平组合物含有与表面区域相对布置的预定距离布置的纤维，包括在混凝土墙3和混凝土梁4的各个建筑构件的垂直方向上延伸的表面; 由插入在所述表面区域和面板6之间的浆料7制成的接合部分; 嵌入在所述建筑构件2,3和4之间的锚固件8和接合部分; 以及嵌入整个面板6和接头部分中的固定件9。版权所有（C）2007，JPO＆INPIT

5. 发明专利

JP2006063766A Building earthquake-proof repairing structure and its method 有权
标题翻译：建筑防震维修结构及其方法
公开(公告)号：JP2006063766A
公开(公告)日：2006-03-09
申请号：JP2004251099
申请日：2004-08-30
申请人： Building Research Institute , 独立行政法人建築研究所
发明人： TESHIGAHARA MASAOMI , KUSUNOKI KOICHI , FUKUYAMA HIROSHI
IPC分类号： E04G23/02 , E04H9/02
摘要： PROBLEM TO BE SOLVED: To provide an earthquake-proof repairing structure using a means which is extremely simple, low in cost and superior in earthquake-proof repairing effect for giving earthquake-proof repairing to an existing old building, and to provide its method.
SOLUTION: In the earthquake-proof repairing structure, a damper attached vertical supporting column 5 consisting of a vertical supporting column 6 having the damper 7 at the upper end is erected on a foundation 2 at the first floor of the building or on at least the second floor of the building along a column 3 of the existing building. The damper 7 has a base isolating rubber 14 and it is not fixed to a beam 4 on the floor upper than the floor on which the vertical supporting column 6 is erected.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供一种使用非常简单，成本低，抗震修复效果优异的方法提供抗震修复结构，用于对现有旧建筑物进行防震修复，并提供其方法。解决方案：在防震修理结构中，安装有垂直支撑柱5的缓冲器竖立在建筑物一楼的基座2上，或者竖立支撑柱5由垂直支撑柱6组成，该垂直支撑柱6具有上端的阻尼器7，至少建筑物的二楼沿着现有建筑物的第3列。阻尼器7具有基部隔离橡胶14，并且它不固定到位于垂直支撑柱6竖立的地板上方的地板上的梁4上。版权所有（C）2006，JPO＆NCIPI

6. 发明专利

JP2011099206A Device for anchoring fiber-reinforced resin plate, and method for reinforcing structure 审中-公开
标题翻译：用于锚固纤维增强树脂板的装置，以及用于加强结构的方法
公开(公告)号：JP2011099206A
公开(公告)日：2011-05-19
申请号：JP2009252823
申请日：2009-11-04
申请人： Ando Corp , Building Research Institute , Constec Engi Co , Kawakin Techno Solution Co Ltd , Mitsubishi Plastics Inc , Okumura Corp , 三菱樹脂株式会社 , 安藤建設株式会社 , 株式会社コンステック , 株式会社奥村組 , 株式会社川金テクノソリューション , 独立行政法人建築研究所
发明人： FUKUYAMA HIROSHI , TAKAHASHI SHIGEJI , KISHIMOTO TAKESHI , NAKAMURA HIROYUKI , KATO TAKAHISA , SUZUKI HIDEYUKI
IPC分类号： E04G23/02
摘要： PROBLEM TO BE SOLVED: To provide a device for anchoring a fiber-reinforced resin plate, which does not deteriorate an appearance of a reinforced structure and which is excellent in constructibility, and a method for reinforcing the structure.
SOLUTION: This anchoring device 1 for anchoring an end of the fiber-reinforced resin plate 12, stuck on the surface of the structure, to the structure includes a pressing portion 2 which presses the fiber-reinforced resin plate 12 by being placed on the surface of the fiber-reinforced resin plate 12 in such a manner as to cross it, and a pair of anchors 3 and 3 which are provided on both the sides of the backside of the pressing portion 2 and embedded in the structure, respectively.
COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：解决的问题：提供一种用于固定纤维增强树脂板的装置，其不会使加强结构的外观恶化，并且具有优异的结构性，以及加强该结构的方法。解决方案：用于将粘附在结构表面上的纤维增强树脂板12的端部固定在该结构上的该锚定装置1包括：按压部分2，其通过放置来挤压纤维增强树脂板12 在纤维强化树脂板12的表面上以与其交叉的方式，分别设置在按压部2的背面的两侧并分别嵌入结构体中的一对锚固件3和3 。版权所有（C）2011，JPO＆INPIT

7. 发明专利

JP2007132038A Aseismatic repairing apparatus and aseismatic repairing method for building 有权
标题翻译： ASEISMATIC修复装置和建筑物的抗震修复方法
公开(公告)号：JP2007132038A
公开(公告)日：2007-05-31
申请号：JP2005324736
申请日：2005-11-09
申请人： Building Research Institute , Oiles Ind Co Ltd , Univ Nagoya , オイレス工業株式会社 , 国立大学法人名古屋大学 , 独立行政法人建築研究所
发明人： TESHIGAHARA MASAOMI , KUSUNOKI KOICHI , FUKUYAMA HIROSHI , KAWAGUCHI SUMIO
IPC分类号： E04G23/02 , E04H9/02
摘要： PROBLEM TO BE SOLVED: To provide an aseismatic repairing apparatus and the like inexpensive with simple constitution and safe even at the occurrence of an earthquake or the like during construction.
SOLUTION: The aseismatic repairing apparatus comprises a concrete post 11 serving as a support part which surrounds a column 3 of a building 1, and a base isolating device 12 fixed to the upper part of the concrete post 11 and serving as a base isolating part which surrounds the column 3 of the building 1. When the column 3 of the building 1 collapses, the concrete post 11 supports the load of the building 1 through the base isolating device 12. Base isolating rubber or a combination of base isolating rubber and a hydraulic damper, a friction damper, a rolling damper or a sliding damper can be used for the base isolating device 12. A base isolating structure can be automatically formed after the collapse of the column 3. Since the load of the building 1 is newly supported by the concrete post 11 surrounding the column 3 when the column 3 collapses due to the earthquake or the like, there is no movement of an axial force line before and after the collapse of the column 3 to cause no moment to a beam 4 or the like connected to the column 3.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：即使在施工期间发生地震等时，也提供简单的构造和安全性的廉价的抗震修复设备等。解决方案：抗震修复装置包括：混凝土柱11，其用作围绕建筑物1的柱3的支撑部分;以及基部隔离装置12，其固定到混凝土柱11的上部并用作基部围绕建筑物1的柱3的隔离部分。当建筑物1的塔3塌陷时，混凝土柱11通过基础隔离装置12支撑建筑物1的载荷。基础隔离橡胶或基础隔离橡胶的组合液压阻尼器，摩擦阻尼器，滚动阻尼器或滑动阻尼器可用于基座隔离装置12.基座隔离结构可在柱3塌陷之后自动形成。由于建筑物1的载荷为当立柱3由于地震等引起塌陷时，由支柱3围绕的混凝土柱11新支撑，在柱3的塌陷之前和之后不存在轴向力线的运动，从而不产生（C）2007，JPO＆INPIT

8. 发明专利

JP2004182562A High toughness cement-based composite material and premix material for manufacturing the same 有权
公开(公告)号：JP2004182562A
公开(公告)日：2004-07-02
申请号：JP2002353650
申请日：2002-12-05
申请人： Building Research Institute , Hirozo Mihashi , Natl Inst For Land & Infrastructure Management Mlit , Tokyo Seiko Co Ltd , 博三三橋 , 国土交通省国土技術政策総合研究所長 , 東京製綱株式会社 , 独立行政法人建築研究所
发明人： MIHASHI HIROZO , FUKUYAMA HIROSHI , SUWADA HARUHIKO , TANAKA TORU
IPC分类号： C04B28/02 , C04B14/48 , C04B16/06 , C04B40/00 , C04B111/20
CPC分类号： C04B40/0039 , C04B14/48 , C04B16/06 , C04B28/02
摘要： PROBLEM TO BE SOLVED: To attain high toughness against tensile load and compressive load and to improve workability.
SOLUTION: The high toughness cement-based composite material has a plurality number of steel cord strand wire cut pieces occupying by ≥0.5 vol.% to

9. 发明专利

JP2007247197A Continuous fiber sheet fixing member and structure reinforcing construction method by use thereof 有权
标题翻译：连续纤维板固定件及结构加固施工方法
公开(公告)号：JP2007247197A
公开(公告)日：2007-09-27
申请号：JP2006070018
申请日：2006-03-14
申请人： Ando Corp , Building Research Institute , Constec Engi Co , Kawaguchi Techno Solution Co Ltd , Mitsubishi Kagaku Sanshi Corp , Okumura Corp , 三菱化学産資株式会社 , 安藤建設株式会社 , 川口テクノソリューション株式会社 , 株式会社コンステック , 株式会社奥村組 , 独立行政法人建築研究所
发明人： FUKUYAMA HIROSHI , ASANO YOSHINOBU , NAKAMURA HIROYUKI , SUZUKI HIDEYUKI , TAKAHASHI SHIGEJI , KATO TAKAHISA
IPC分类号： E04G23/02
摘要： PROBLEM TO BE SOLVED: To provide a lightweight continuous fiber sheet fixing member having a compact shape and to provide a structure reinforcing construction method for reinforcing a structure simply and effectively without cutting a continuous fiber sheet.
SOLUTION: This continuous fiber sheet fixing member 10 is a member used in reinforcing construction work for the structure for joining the continuous fiber sheet 20 with a face 101 and fixing its both ends 27 (28) and is provided with a sheet winding and hooking part 30 and a flange part 40. The sheet winding and hooking part 30 has a substantially triangular shape or a substantially elliptical shape having a plane surface on a structure side and has an end part fixing face. Winding and fixation of the end part 27 (28) of the continuous fiber sheet 20 around/on the winding-around part are performed by loading the continuous fiber sheet fixing member 10 on the continuous fiber sheet 20 bonded on the face 101 and then fixing it on an end part fixing face 90. The flange part 40 is provided with a fixing means 50 and through holes 60, 61 or a cut-out part.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供一种紧凑形状的轻质连续纤维片材固定件，并且提供一种简单有效地加强结构而不切割连续纤维片材的结构加强施工方法。解决方案：该连续纤维片材固定部件10是用于将连续纤维片材20与表面101接合并固定其两端部27（28）的结构的加强结构工作的部件，并且设置有片材卷绕钩部30和凸缘部40.片卷绕钩部30具有在结构侧具有平面且具有端部固定面的大致三角形状或大致椭圆形状。连续纤维片20的端部27（28）绕绕部分的卷绕和固定是通过将连续纤维片材固定件10装在粘合在面101上的连续纤维片20上，然后固定它在端部固定面90上。凸缘部分40设置有固定装置50和通孔60,61或切口部分。版权所有（C）2007，JPO＆INPIT

10. 发明专利

JP2006137071A Crack width reducing cement member, steel cord sheet, and cement member crack width reducing reinforcement method 审中-公开
标题翻译：裂缝宽度减少水泥部件，钢丝绳和水泥构件裂纹宽度减小加固方法
公开(公告)号：JP2006137071A
公开(公告)日：2006-06-01
申请号：JP2004328180
申请日：2004-11-11
申请人： Building Research Institute , Tokyo Seiko Co Ltd , 東京製綱株式会社 , 独立行政法人建築研究所
发明人： FUKUYAMA HIROSHI , TANAKA TORU
IPC分类号： B28B23/02
摘要： PROBLEM TO BE SOLVED: To make force transmitted from a steel cord strand to a cement member large, to increase the number of cracks by dispersing external force, to reduce the widths of the cracks, and to reduce the widths of the cracks of the cement member.
SOLUTION: A steel cord panel 50a including steel cord strands 5 arranged in parallel along the insides of both end surfaces of a cement wall material 1 is arranged and embedded in the cement wall material 1. A steel cord panel 50b including the steel cord strands 5 arranged in parallel along the insides of the upper and lower end surfaces of the cement wall material 1 is arranged and embedded in the cement wall material 1. Since the steel cord strands 5 are arranged near the surface of the cement wall material 1, the widths of the cracks formed in the surface are reduced.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：为了使从钢帘线股线传递到水泥部件的力大，通过分散外力来增加裂纹数量，以减小裂纹的宽度并减小裂纹的宽度的水泥构件。解决方案：包括沿着水泥壁材料1的两个端面的内侧平行布置的钢丝绳5的钢帘线面板50a布置并嵌入在水泥壁材料1中。包括钢的钢帘线板50b 沿着水泥壁材1的上端面和下端面的内侧平行布置的绳索5被布置并嵌入在水泥壁材料1中。由于钢丝绳5被布置在水泥壁材料1的表面附近，表面上形成的裂缝的宽度减小。版权所有（C）2006，JPO＆NCIPI

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