专利快速检索-快速检索全球专利，免费商用专利数据库-IPRDB

21. 发明专利

JP2008019687A Construction method of continuous girder bridge, composite floor slab, and continuous girder bridge 有权
标题翻译：连续桥梁，复合地板和连续桥梁的施工方法
公开(公告)号：JP2008019687A
公开(公告)日：2008-01-31
申请号：JP2006194953
申请日：2006-07-14
申请人： Kawasaki Heavy Ind Ltd , 川崎重工業株式会社
发明人： OGAKI KAZUO , SUGIURA KO , KASHIMA TAKAYUKI
IPC分类号： E01D19/12 , E01D21/00
摘要： PROBLEM TO BE SOLVED: To provide a preferable construction method of a continuous girder bridge by which (an absolute value of) the negative bending moment generated near a supporting point can be reduced etc., a composite floor slab which can be used in the method, and a continuous girder bridge constructed by the methods.
SOLUTION: (i) The composite floor slab 10 is arranged between the supporting points (bridge piers) 1 to form a simple girder bridge, and a floor slab concrete 11 is placed on each composite floor slab 10 between the supporting points 1, and then (ii) the space between the composite floor slabs 10 on the supporting point 1 is filled with concrete 4.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供一种连续梁桥的优选施工方法，通过该连接梁桥可以减少在支撑点附近产生的负弯矩的绝对值等），可以使用的复合地板在该方法中，通过该方法构造的连续梁桥。解决方案：（i）复合地板10布置在支撑点（桥墩）1之间以形成简单的大梁桥，并且将地板混凝土11放置在支撑点1之间的每个复合地板坯10上，然后（ii）支撑点1上的复合地板坯10之间的空间填充有混凝土4.版权所有（C）2008，JPO＆INPIT

22. 发明专利

JP2007327210A Reinforcement method and reinforcement structure of steel structure 有权
标题翻译：钢结构的加固方法和加固结构
公开(公告)号：JP2007327210A
公开(公告)日：2007-12-20
申请号：JP2006157901
申请日：2006-06-06
申请人： Kawasaki Heavy Ind Ltd , 川崎重工業株式会社
发明人： OGAKI KAZUO , SUGIURA KO , AMAKO MOTOHISA , ODATE YOSHIMI , TAKEYAMA MAKI
IPC分类号： E04G23/02 , E01D22/00
摘要： PROBLEM TO BE SOLVED: To reinforce an existing steel structure, at a comparatively low cost and smoothly to obtain high reinforcement effect.
SOLUTION: (1) The outside of a base material 2, which is a bar-like member in the steel structure is surrounded by a cylindrical form 3 (also serving as a reinforcement member) made of a steel plate having an opening 3X in a part of the side, (2) the interior of the form 3 is filled with concrete 4 to surround the base material 2, and after the concrete 4 is solidified, (3) FRP sheet 5 for closing the opening 3X is bonded to the surface of the concrete 4 in the opening 3X and the surface (the peripheral part of the opening) of the form 3 in the opening edge part without a clearance.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：为了加强现有的钢结构，以相对较低的成本和平稳地获得高强化效果。解决方案：（1）作为钢结构体中的棒状部件的基材2的外侧由具有开口部的钢板构成的圆筒状（也作为加强部件）3包围 3X在侧面的一部分，（2）形式3的内部填充有混凝土4以围绕基材2，并且在混凝土4固化之后，（3）用于封闭开口3X的FRP板5被接合在开口3X中的混凝土4的表面和开口边缘部分中的形式3的表面（开口的周边部分）没有间隙。版权所有（C）2008，JPO＆INPIT

23. 发明专利

JP2006299735A Corrosion preventing and noise reducing method for steel railway bridge, and corrosion preventing and noise reducing method for steel road bridge 审中-公开
标题翻译：钢轨道防腐蚀和减少噪声方法，钢路防腐防腐及噪声减少方法
公开(公告)号：JP2006299735A
公开(公告)日：2006-11-02
申请号：JP2005126299
申请日：2005-04-25
申请人： Kawasaki Heavy Ind Ltd , 川崎重工業株式会社
发明人： OGAKI KAZUO , UMEDA SATOSHI , UENO YOSHIHIKO , ODA MITSUAKI
IPC分类号： E01D1/00
摘要： PROBLEM TO BE SOLVED: To provide a corrosion preventing and noise reducing method for a steel structure for preventing a noise and corrosion of the steel structure by a simple construction method using a rubber-latex-mixed mortar having corrosion preventing and noise reducing effects, in a steel railway bridge and a steel road bridge.
SOLUTION: The rubber-latex-mixed mortar 11 is sprayed onto a surface of at least a web member 6 of a bridge beam 8 of the steel railway bridge 1 to have a thickness of 10 mm, and the mortar 11 is dried. The noise generated from the bridge beam 8 by vibrations upon traveling of a train is reduced by the intermediary of the dried mortar 11.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：解决的问题：通过使用具有防腐蚀和降噪的橡胶胶乳混合砂浆的简单施工方法来提供用于防止钢结构的噪声和腐蚀的钢结构的防腐蚀和降噪方法影响，在铁路桥梁和钢铁路桥梁。解决方案：将橡胶胶乳混合砂浆11喷涂在至少钢铁桥梁1的桥梁8的腹板构件6的表面上，以使其厚度为10mm，并将砂浆11干燥。在火车行驶时由桥梁8产生的噪音通过干砂浆11的中介而减少。（C）2007，JPO＆INPIT

24. 发明专利

JP2006064466A Corrosive environment evaluation method by corrosive environment sensor 有权
标题翻译：腐蚀性环境传感器的腐蚀性环境评价方法
公开(公告)号：JP2006064466A
公开(公告)日：2006-03-09
申请号：JP2004245551
申请日：2004-08-25
申请人： Kawasaki Heavy Ind Ltd , 川崎重工業株式会社
发明人： OGAKI KAZUO , KAWAGUCHI YOSHIFUMI , ABE KAZUHIRO , TAKASHIMA AKIRA , UMEDA SATOSHI , UENO YOSHIHIKO
IPC分类号： G01N17/00
摘要： PROBLEM TO BE SOLVED: To solve a problem wherein a corrosive environment is not able to be easily evaluated in a short time, and a problem wherein a corrosive environment is not evaluated precisely because the corrosive environment is difficult to be evaluated in a planned installation place of a steel structure.
SOLUTION: A corrosive environment sensor 1 comprising a plurality of kinds of metal pieces discolored by corrosion factors in the atmosphere related to corrosion of the steel structure is corroded under the environment same to that in the steel structure, then a surface of the corroded corrosive environment sensor 1 is measured by a color measuring means 12 to prepare a color specification data as to lightness, hue and saturation, and the corrosive environment in the place installed with the steel structure is evaluated thereafter using the color specification data obtained from the corrosive environment sensor, and using a color specification master data prepared preliminarily from corrosive environment master data 11a-11f corroded a concentration by a concentration in every corrosion factor.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题为了解决在短时间内不能容易地评价腐蚀环境的问题，以及由于腐蚀性环境难以在规划钢结构安装场所。解决方案：在与钢结构腐蚀相关的大气中的腐蚀因素变色的多种金属片的腐蚀性环境传感器1在与钢结构相同的环境下被腐蚀，腐蚀性腐蚀性环境传感器1由颜色测量装置12测量以准备关于亮度，色调和饱和度的颜色指定数据，并且此后使用从钢结构获得的颜色指定数据来评估在钢结构中安装的位置的腐蚀环境腐蚀性环境传感器，并且使用由腐蚀环境主数据11a-11f预先制备的颜色规格主数据，其浓度在每个腐蚀因素中被浓度浓缩。版权所有（C）2006，JPO＆NCIPI

25. 发明专利

JP2005180926A Fatigue sensor 有权
标题翻译：疲劳传感器
公开(公告)号：JP2005180926A
公开(公告)日：2005-07-07
申请号：JP2003417474
申请日：2003-12-16
申请人： Kawasaki Heavy Ind Ltd , 川崎重工業株式会社
发明人： NIHEI KANTA , MURAKISHI OSAMU , KOBAYASHI TOMOHIRA , KOGA SHINJI , OKU YASUMASA , OGAKI KAZUO , UMEDA SATOSHI , HORINO SATOSHI
IPC分类号： G01M99/00 , G01N3/32 , G01M19/00
摘要： PROBLEM TO BE SOLVED: To provide a fatigue sensor capable of precisely measuring the degree of damage caused by the fatigue of a member to be detected in a low-temperature environment. SOLUTION: The fatigue sensor 1, adapted to the member 12 to be detected exposed to the low-temperature environment, is equipped with a foil-like substrate 2 and the foil-like fragment 10, wherein a slit 9, which extends from one side part 7 in the width direction, vertical to the longitudinal direction of the substrate to the other side part 8 in the width direction thereof, is provided at a central part 6 between both longitudinal end parts 4 and 5. The fragment 10 is formed of a material, of which the coefficient of linear expansion is larger than that of the member 12 to be detected, and both the longitudinal end parts 4 and 5 are fixed on one side 3 of the substrate 2. COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：提供一种能够精确地测量在低温环境下被检测部件的疲劳引起的损伤程度的疲劳传感器。解决方案：适用于被暴露于低温环境的被检测部件12的疲劳传感器1配备有箔状基板2和箔状碎片10，其中延伸有狭缝9 在两个纵向端部4和5之间的中心部分6处设置有从宽度方向的一个侧部7的垂直于基板的纵向方向到宽度方向的另一侧部分8的部分。片段10是由材料形成，其线膨胀系数大于被检测部件12的线膨胀系数，并且两个纵向端部4和5都固定在基板2的一侧3上。版权所有： C）2005，JPO＆NCIPI

26. 发明专利

JP2007332674A Reinforcement method and reinforcement structure of steel structure 有权
标题翻译：钢结构的加固方法和加固结构
公开(公告)号：JP2007332674A
公开(公告)日：2007-12-27
申请号：JP2006166104
申请日：2006-06-15
申请人： Central Nippon Expressway Co Ltd , East Nippon Expressway Co Ltd , Kawasaki Heavy Ind Ltd , Nippon Steel Composite Co Ltd , West Nippon Expressway Co Ltd , 中日本高速道路株式会社 , 川崎重工業株式会社 , 日鉄コンポジット株式会社 , 東日本高速道路株式会社 , 西日本高速道路株式会社
发明人： OGAKI KAZUO , SUGIURA KO , INABA TAKAFUMI , TOMITA YOSHIO , KOBAYASHI AKIRA
IPC分类号： E01D22/00 , E01D1/00
摘要： PROBLEM TO BE SOLVED: To provide a reinforcement method etc. of a steel structure by which the steel structure can be easily and effectively reinforced and a reinforcing material seldom exfoliates even when a load is applied.
SOLUTION: A plurality of carbon fiber sheets 20 are glued onto a surface of a steel member 2 of the steel structure 1 so that end parts 21 of the carbon fiber sheets 20 overlap stepwise in a direction of application of a tensile force. A cover sheet 26 covering the step-like end parts 21 of the overlapped carbon fiber sheets 20 is adhered to the surface of the steel member 2 and the end parts 21 of the carbon fiber sheets 20.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供钢结构的加强方法等，通过该钢结构可以容易且有效地增强钢结构，并且即使在施加负载时，增强材料也很少脱落。解决方案：将多个碳纤维片20胶合到钢结构1的钢构件2的表面上，使得碳纤维片20的端部21在施加张力的方向上逐步重叠。覆盖重叠的碳纤维片20的阶梯状端部21的覆盖片26被粘附到钢构件2的表面和碳纤维片20的端部21上。版权所有（C）2008 ，JPO＆INPIT

27. 发明专利

JP2005121510A Corrosive environment sensor, corrosive environment sensor kit, and corrosive environment evaluation method 审中-公开
标题翻译：腐蚀性环境传感器，腐蚀性环境传感器套件和腐蚀性环境评估方法
公开(公告)号：JP2005121510A
公开(公告)日：2005-05-12
申请号：JP2003357560
申请日：2003-10-17
申请人： Kawasaki Heavy Ind Ltd , 川崎重工業株式会社
发明人： OGAKI KAZUO , KAWAGUCHI YOSHIFUMI , UMEDA SATOSHI , TAKASHIMA AKIRA
IPC分类号： G01N17/00 , G01N21/88 , G01N21/93
摘要： PROBLEM TO BE SOLVED: To evaluate the degree of a progress of corrosion of a steel structure in each environment accurately at an initial stage, and to predict the progress of corrosion of the steel structure.
SOLUTION: This sensor is formed by arraying thin films 2 of a plurality of kinds of sacrificial metals colored by deterioration factors in the atmosphere related to the corrosion of the steel structure on a non-corrosive and non-conductive substrate 1.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：在初始阶段准确地评估钢结构在每个环境中的腐蚀程度，并预测钢结构的腐蚀进展。解决方案：该传感器通过排列在与非腐蚀性和非导电性基板1上的钢结构的腐蚀有关的气氛中的劣化因子着色的多种牺牲金属的薄膜2而形成。 P>版权所有（C）2005，JPO＆NCIPI

28. 发明专利

JP2005120731A Bridge structure and its construction method 有权
标题翻译：桥梁结构及其施工方法
公开(公告)号：JP2005120731A
公开(公告)日：2005-05-12
申请号：JP2003357559
申请日：2003-10-17
申请人： Kawasaki Heavy Ind Ltd , 川崎重工業株式会社
发明人： MIZUKAMI YOSHIHIKO , OGAKI KAZUO , SAITO HIDEAKI
IPC分类号： E01D21/00 , E01D1/00 , E01D2/02 , E01D19/12 , E01D101/40
摘要： PROBLEM TO BE SOLVED: To provide a bridge structure and its construction method capable of being manufactured by placing concrete on a steel material, strengthening the cohesive strength of the steel material and the concrete and increasing durable performance.
SOLUTION: An adhesive 2 composed of mortar mixed with a rubber latex is interposed between a steel flange 1 of a bridge girder and a concrete floor slab 3 placed on the steel flange 1.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：提供一种桥梁结构及其施工方法，其能够通过将混凝土置于钢材上制造，增强钢材和混凝土的内聚强度并提高耐久性能。＆lt; P＆gt;解决方案：由桥梁的钢法兰1和放置在钢法兰1上的混凝土地板3之间插入由与橡胶胶乳混合的砂浆组成的粘合剂2。（C）2005， JPO＆NCIPI

29. 发明专利

JP2005120730A Undersea structure and its construction method 有权
标题翻译：地下结构及其施工方法
公开(公告)号：JP2005120730A
公开(公告)日：2005-05-12
申请号：JP2003357558
申请日：2003-10-17
申请人： Kawasaki Heavy Ind Ltd , 川崎重工業株式会社
发明人： MIZUKAMI YOSHIHIKO , OGAKI KAZUO , SAITO HIDEAKI
IPC分类号： E02D23/00 , B63B35/44 , E02D29/09 , E02D31/02 , E02D31/06 , E04B1/66
摘要： PROBLEM TO BE SOLVED: To provide an undersea structure and its construction method capable of placing a concrete to an external wall of a steel box, strengthening adhesive strength of the steel box and the concrete and, at the same time, increasing durability.
SOLUTION: The undersea structure is so constructed that an adhesive 2 consisting of mortar mixed with a rubber latex is made to intervene between the steel box 1 and the concrete 3 placed to the external wall of the steel box 1.
COPYRIGHT: (C)2005,JPO&NCIPI

30. 发明专利

JP2005076230A Steel structure repairing method 有权
标题翻译：钢结构修复方法
公开(公告)号：JP2005076230A
公开(公告)日：2005-03-24
申请号：JP2003305564
申请日：2003-08-28
申请人： Kawasaki Heavy Ind Ltd , 川崎重工業株式会社
发明人： MIZUKAMI YOSHIHIKO , OGAKI KAZUO , SHIMOTOI HIDEKI , KAWAGUCHI YOSHIFUMI
IPC分类号： E04G23/02
摘要： PROBLEM TO BE SOLVED: To provide a steel structure repairing method which repairs a spot to be repaired, of a steel structure, such as a spot of corrosion, cracking, or the like, in a short period of time.
SOLUTION: According to the method, a carbon fiber sheet 7 is laid over the spot 2 to be repaired, occurring in a surface of the steel structure 1, and then an adhesive material 8 formed of a cold-setting liquid synthetic resin is applied to the spot from above the carbon fiber sheet 7.
COPYRIGHT: (C)2005,JPO&NCIPI

你已经成功收藏专利！

检索式保存成功!

IPRDB

热门服务

关于我们

友情链接

联系方式