专利快速检索-快速检索全球专利，免费商用专利数据库-IPRDB

1. 发明专利

JP2008008120A Joint structure of precast concrete member 有权
标题翻译：预制混凝土构件的联合结构
公开(公告)号：JP2008008120A
公开(公告)日：2008-01-17
申请号：JP2006182582
申请日：2006-06-30
申请人： National Institute For Materials Science , Takenaka Komuten Co Ltd , 株式会社竹中工務店 , 独立行政法人物質・材料研究機構
发明人： SUGATA MASAHIRO , OGAWA TAKATOSHI , IKEO YOSAKU , KUSHIBE ATSUMICHI , SAWAGUCHI TAKAHIRO , KIKUCHI BUHIJI , OGAWA KAZUYUKI
IPC分类号： E04B1/58 , E04C5/02
摘要： PROBLEM TO BE SOLVED: To provide a joint structure of a precast concrete member having large resistance force to tensile force by twining a large number of linear tension elements formed of an iron-based shape memory alloy, around a concrete portion around joints to enhance anchoring force.
SOLUTION: The joint structure of the precast concrete member is formed by projecting a plurality of iron joints from the facing surfaces of two joined members and anchoring each joint to concrete placed between the facing surfaces. The large number of linear tension elements 12 made of the iron-based memory alloy provided to twine around the concrete portion around the joints are provided as at least a part of the plurality of joints or separately from the joints. Prestress is introduced by the contraction of the tension elements, and the respective tension elements are oriented so that at least a part of the prestress is applied as side pressure to the side face of the joints 8 to enhance the anchoring force of the joints to the concrete.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：通过将由铁基形状记忆合金形成的大量线性张力元件缠绕在关节周围的混凝土部分上来提供具有大的抗力的预制混凝土构件的接合结构以增强锚固力。解决方案：预制混凝土构件的接合结构通过从两个接合构件的相对表面突出多个铁接头并将每个接头锚固到位于相对表面之间的混凝土而形成。提供用于围绕接头围绕混凝土部分缠绕的铁基记忆合金制成的大量线性拉力元件12作为多个接头的至少一部分或与接头分开设置。通过拉伸元件的收缩引入预应力，并且相应的张力元件被定向成使得预应力的至少一部分作为侧压被施加到接头8的侧面，以增强接头的锚定力具体。版权所有（C）2008，JPO＆INPIT

2. 发明专利

JP2014129567A Damping alloys 有权
标题翻译：阻燃合金
公开(公告)号：JP2014129567A
公开(公告)日：2014-07-10
申请号：JP2012287955
申请日：2012-12-28
申请人： National Institute For Materials Science , 独立行政法人物質・材料研究機構 , Takenaka Komuten Co Ltd , 株式会社竹中工務店 , Awaji Materia Co Ltd , 淡路マテリア株式会社
发明人： SAWAGUCHI TAKAHIRO , SAKURATANI KAZUYUKI , OGAWA KAZUYUKI , NAGASHIMA NOBUO , FURUYA YOSHIYUKI , SEKIDO NOBUAKI , KOBAYASHI SATORU , NAKAMURA TERUMI , NISHIMURA TOSHIYA , TSUZAKI KANEAKI , KUSHIBE ATSUMICHI , INOUE YASUHIKO , SUGATA MASAHIRO , MARUYAMA TADAKATSU , SUGIMURA SEIICHI , CHIBA YUYA
IPC分类号： C22C38/00 , C21D8/00 , C22C38/58
CPC分类号： C22C38/00 , C21D6/004 , C21D6/005 , C21D8/00 , C21D2211/001 , C21D2211/008 , C22C38/06 , C22C38/34 , C22C38/58
摘要： PROBLEM TO BE SOLVED: To provide a damping alloy for an elastoplastic damper capable of being used with maintenance free after long cycle earthquake vibration and mass produced by lowering a bearing force and a stress amplitude after repeated tension compressive deformation and increasing the repeating number of fracture in an Fe-Mn-(Cr, Ni)-Si-based alloy.SOLUTION: There is provided an Fe-Mn-(Cr, Ni)-Si-based damping alloy containing at least one of Cr and Ni and further Al and 5 mass%≤Mn≤28 mass%, 0 mass%≤Cr≤15 mass%, 0 mass%≤Ni 0.75[%Cr]+1.125[%Si]+2[%Al] and 37
摘要翻译：要解决的问题：提供一种用于弹性塑料阻尼器的阻尼合金，其能够在长周期地震振动和通过降低承受力和重复拉伸压缩变形之后的应力振幅并增加重复断裂数量而产生的长周期地震振动和质量后被免维护在Fe-Mn-（Cr，Ni）-Si基合金中。提供了含有Cr和Ni中的至少一种的Fe-Mn-（Cr，Ni）-Si系阻尼合金，还有Al和 5质量％≤Mn≤28质量％，0质量％≤Cr≤15质量％，0质量％≤Ni<15质量％，0质量％ 0.75 [％Cr] +1.125 [％Si] +2 [％Al]和37 <[％Mn]的条件 + [％Cr] +2 [％Ni] +5 [％Al] <45，其中[％Ni]，[％Mn]，[％Cr]，[％Si]和[％Al] ，Mn，Cr，Si和Al。

3. 发明专利

JP2012122282A Floor structure 审中-公开
标题翻译：地板结构
公开(公告)号：JP2012122282A
公开(公告)日：2012-06-28
申请号：JP2010275035
申请日：2010-12-09
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： SUGATA MASAHIRO , IGARASHI SHINYA , OKA HIDEO , MIZUSHIMA YASUNORI
IPC分类号： E04B5/02
摘要： PROBLEM TO BE SOLVED: To provide a floor structure capable of imposing in-plane shear force on a molded plate which constructs a floor surface of a building in a manner that lays down a plurality of the molded plates.SOLUTION: Compressive force generated on an end surface of a molded plate 16 is mainly borne by a plate section 18 and tensile force generated on the end surface of the molded plate 16 is mainly borne by a lower plate 22. In this way, the compressive force and the tensile force are transmitted from one end surface to the other end surface of the molded plate 16 and then to a beam 14 where the lower plate 22 is connected as shear force. Therefore, the present invention can impose in-plane shear force on the molded plate 16 which constructs a floor surface of a building in a manner that lays down a plurality of the molded plates.
摘要翻译：要解决的问题：提供一种能够以建立多个模制板的方式构建建筑物的地板表面的模制板上施加面内剪切力的地板结构。解决方案：在模制板16的端面上产生的压缩力主要由板部分18承受，并且在模制板16的端面上产生的张力主要由下板22承载。以这种方式压缩力和张力从模制板16的一个端面传递到另一端面，然后传递到下板22作为剪切力连接的梁14。因此，本发明可以对以建立多个模制板的方式构造建筑物的地板表面的模制板16施加面内剪切力。版权所有（C）2012，JPO＆INPIT

4. 发明专利

JP2007120080A Tower structure 有权
标题翻译：塔式结构
公开(公告)号：JP2007120080A
公开(公告)日：2007-05-17
申请号：JP2005311417
申请日：2005-10-26
申请人： Takenaka Doboku Co Ltd , Takenaka Komuten Co Ltd , 株式会社竹中土木 , 株式会社竹中工務店
发明人： IGARASHI SHINYA , SUGATA MASAHIRO , YUKAWA MASAHIRO , HABASAKI ATSUSHI , KAWANISHI HIROSHI , KAWARABAYASHI HIDEAKI
IPC分类号： E04H12/12
摘要： PROBLEM TO BE SOLVED: To provide a tower structure formed in a polygon when viewed from above and as high as approximately 60 to 100 m or higher from the ground.
SOLUTION: The ground portion 11 of this tower structure is formed in a polygon with corners of even number when viewed from above. The apex part 10 thereof is formed in a polygon with corners of N in quantity which is half that of the ground portion 11 when viewed from above. A rectangular flat surface 1 in which the length of one side of the polygon forming the apex part 10 is made equal up to the ground portion 11 is formed as the outer surface of the polygon of the ground portion 11 on the alternate sides. The outer surfaces of the polygon of the ground portion 11 on the other sides are formed as triangular flat surfaces 2 in which the corner part 12 of the polygon of the apex part 10 positioned just above that outer surface is the apex angle. The tower-like outer surfaces are formed by the combination of the rectangular flat surfaces 1 with the triangular flat surfaces 2.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供从上方观察时形成在多边形中的塔架结构，并且从地面高达约60至100μm或更高。解决方案：当从上方观察时，该塔架结构的接地部分11形成为具有偶数角的多边形。其顶点部分10形成为多边形，其角度为N，其数量是从上方观察时为接地部分11的角度的一半。将形成顶点部分10的多边形的一侧的长度设置成等于接地部分11的矩形平面1形成为交替侧的接地部分11的多边形的外表面。另一侧的接地部11的多边形的外表面形成为三角形平坦面2，顶面部10的位于正上方的顶点的多边形的角部12为顶角。塔状外表面由矩形平面1与三角形平面2的组合形成。版权所有（C）2007，JPO＆INPIT

5. 发明专利

JP2005171643A Earthquake resistant structure using pc binding method 审中-公开
标题翻译：使用PC绑定方法的地震抗震结构
公开(公告)号：JP2005171643A
公开(公告)日：2005-06-30
申请号：JP2003413798
申请日：2003-12-11
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： OTA YOSHIHIRO , ISHIKAWA YUJI , ISHIDE ICHIRO , SUGATA MASAHIRO
IPC分类号： E04B1/22 , E04B1/21 , E04B1/58 , E04H9/02 , F16F15/02
摘要： PROBLEM TO BE SOLVED: To provide an earthquake resistant structure using a PC binding method, wherein the soundness of a main body frame is maintained even if suffering from an earthquake etc., and wherein a member for horizontal resistance, damaged in a concentrated manner and and destroyed, is constituted in such a manner as to be replaceable with a new one.
SOLUTION: This earthquake resistant structure, wherein a beam-column joint serves as a turnable joint so as to bear a vertical load, is constructed by binding jointing which makes prestress introduced into unbonded prestressing steel penetrating up to a column in the direction of the material axis of a beam. The member for the horizontal resistance, which is formed in such a plate shape as to be long enough to straddle the turnable joints at both ends of the beam and which absorbs energy by yielding before the main body frame is damaged during the earthquake, is annexed to a side surface part of the main body frame, and positions on both the sides of the turnable joint are coupled together by the binding jointing which makes the prestress introduced into the prestressing steel.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：提供一种使用PC装订方法的抗震结构，其中即使遭受地震等也能保持主体框架的健全性，并且其中水平阻力的构件在集中的方式和被摧毁，是以新的方式更换的。
解决方案：这种抗震结构，其中梁柱接头用作可转动接头以承受垂直载荷，通过结合接合来构造，其将预应力引入未连接的预应力钢中，该预应力在方向上贯穿柱的梁的材料轴。水平阻力的构件被形成为足够长的横梁的横梁的两端的可转动接头并且在主体框架在地震期间被损坏之前通过屈服吸收能量的构件被附接到主体框架的侧面部分，并且可转动接头的两侧的位置通过使预应力引入预应力钢的接合接合而联接在一起。版权所有（C）2005，JPO＆NCIPI

6. 发明专利

JP2005009630A Joint method of members 审中-公开
标题翻译：联合会员方法
公开(公告)号：JP2005009630A
公开(公告)日：2005-01-13
申请号：JP2003176391
申请日：2003-06-20
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： UMEKUNI AKIRA , IKEO YOSAKU , SUGATA MASAHIRO , MIYAUCHI YASUMASA , ABE TOMIICHI , YAMAMOTO KOZO , KAMIMURA MASAYUKI , KAMICHI MASANORI
IPC分类号： E04B1/61 , F16B5/02 , F16B5/08
摘要： PROBLEM TO BE SOLVED: To provide a joint method of members of high workability and economical efficiency, and not needing the management and skill of high degree, capable of being properly executed at a job site under severe construction environment, and solving a problem on the increase of the cost for machining, the cost for material and the cost for fastening work, as bolts are not essential components.
SOLUTION: A plurality of through holes 3 are formed on end parts of joined members 1 and a splint material 2 in an aligned state, end parts of the joined members 1 are butted, the splint material 2 is placed on their side face, the through holes 3 are aligned, a filler material is poured into the aligned through holes, so that the joined members are butted and joined by bearing effect obtained by hardening the filler material.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：提供高可加工性和经济效益的成员的联合方法，不需要高度的管理和技能，能够在恶劣的施工环境下在工作现场正确执行，并且解决加工成本增加的问题，材料的成本和紧固工作的成本，因为螺栓不是必要的部件。解决方案：在接合构件1的端部和夹板材料2上以对准状态形成多个通孔3，将接合构件1的端部对接，将夹板材料2放置在其侧面通孔3对准，将填充材料注入对准的通孔中，使得通过使填充材料硬化而获得的承载效果使接合部件对接和接合。版权所有（C）2005，JPO＆NCIPI

7. 发明专利

JP2004337951A Arc shielding body for joining reinforcing bar used for arc stud welding method and reinforcing bar welding method using the same 审中-公开
公开(公告)号：JP2004337951A
公开(公告)日：2004-12-02
申请号：JP2003140338
申请日：2003-05-19
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： NISHINOSONO KAZUKI , SATO HIDEO , UMEKUNI AKIRA , SUGATA MASAHIRO
IPC分类号： B23K9/20
摘要： PROBLEM TO BE SOLVED: To provide an arc shielding body used for arc stud welding of butted reinforcing bars to each other and an arc stud welding method for the reinforcing bars using the same.
SOLUTION: The arc shielding body is constituted to a cylindrical body which can be inserted with the ends of the reinforcing bars to be joined from both sides and can butt these ends. Annular or cylindrical heat resistant members which absorb the ruggedness of the reinforcing bar surfaces are fitted into the through-hole thereof apart spacing near their intermediate positions. The internal diameter of the heat resistant members is made approximately the same as the external diameter of the reinforcing bars. The spacing portions opened between the heat resistant members are formed as groove sections for forming the reinforcement of weld of a junction and a plurality of gas vent holes are disposed on the outer peripheral walls of the groove sections.
COPYRIGHT: (C)2005,JPO&NCIPI

8. 发明专利

JP2004238826A Storage type aseismic device 有权
公开(公告)号：JP2004238826A
公开(公告)日：2004-08-26
申请号：JP2003026791
申请日：2003-02-04
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： SATO HIDEO , KEI TAKAHIRO , SUGATA MASAHIRO
IPC分类号： E04B1/18 , E04H9/02
摘要： PROBLEM TO BE SOLVED: To provide a storage type aseismic device which rapidly appears in an earthquake and acts an aseismic function. SOLUTION: One of brace elements bifurcated in the longitudinal direction is arranged along the inside face of a column. A latching mechanism which positions the brace element in a containing state along the inside face of the column and release by a controller is provided. The other brace element is arranged along the inside face of a beam. A latching mechanism in which the brace element is positioned in a containing state along the inside face of the beam and released by a controller is provided. Joint connection mutually connected is installed at the free side end of each brace element. An earthquake detection sensor detecting an earthquake input of a building and a latch controller releasing the latching mechanism is set when the earthquake detection sensor detecting an earthquake input of the building and the latch controller releasing the latching mechanism when the earthquake detection sensor detects an initial micromotion are installed. COPYRIGHT: (C)2004,JPO&NCIPI

9. 发明专利

JP2014134471A Wall surface diagnosis result recording system, wall surface diagnosis result recording method and wall surface diagnosis result recording program 有权
标题翻译：墙壁表面诊断结果记录系统，表面诊断结果记录方法和壁表面诊断结果记录程序
公开(公告)号：JP2014134471A
公开(公告)日：2014-07-24
申请号：JP2013003008
申请日：2013-01-10
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店 , Nihon Bisoh Co Ltd , 日本ビソー株式会社
发明人： SUGATA MASAHIRO , KAMOTO HIROKI , ARAI MITSUNORI , KONDO MASAYOSHI , MIURA KAZUYUKI , USAMI HARUKI , MIHARA EISAKU
IPC分类号： G01N29/12 , G01N29/22 , G01N29/44
摘要： PROBLEM TO BE SOLVED: To provide a wall surface diagnosis result recording system capable of reducing a work load on a diagnosis personnel, shortening a diagnosis time for an entire wall surface or improving accuracy of a diagnosis result on the assumption that the diagnosis personnel determines a damaged state or the like, a wall surface diagnosis result recording method and a wall surface diagnosis result recording program.SOLUTION: A wall surface diagnosis result recording system is configured to record a diagnosis result with respect to a diagnosis object part on a wall surface and comprises: a diagnosis result acquiring section 13a for acquiring a result of diagnosis by a diagnosis personnel; a wall surface image capturing section 13b for capturing a wall surface image photographed by a camera 3 and including at least the diagnosis object part; and a corresponding section 13c for recording the diagnosis result acquired by the diagnosis result acquiring section 13a in a data recording section 14 correspondingly to a position of the diagnosis object part in the wall surface image captured by the wall surface image capturing section 13b.
摘要翻译：要解决的问题：为了提供能够减少诊断人员的工作负荷的墙面诊断结果记录系统，缩短整个墙面的诊断时间或提高诊断结果的准确性，假设诊断人员确定损伤状态等，壁面诊断结果记录方法和壁面诊断结果记录程序。解决方案：壁表面诊断结果记录系统被配置为记录关于壁表面上的诊断对象部分的诊断结果，以及包括：诊断结果获取部分13a，用于获得诊断人员的诊断结果; 壁表面图像拍摄部分13b，用于捕获由照相机3拍摄并包括至少诊断对象部分的壁面图像; 以及相应的部分13c，用于将由诊断结果获取部分13a获取的诊断结果记录在数据记录部分14中，与诊断对象部分在壁表面图像捕获部分13b所捕获的壁面图像中的位置相对应。

10. 发明专利

JP2014058778A Cutting/disassembling method of large-sized tubular structure formed from reinforced concrete construction, and cutting/disassembling device 有权
标题翻译：由加固混凝土结构形成的大型管状结构的切割/拆除方法以及切割/拆除装置
公开(公告)号：JP2014058778A
公开(公告)日：2014-04-03
申请号：JP2012202939
申请日：2012-09-14
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店 , Takenaka Doboku Co Ltd , 株式会社竹中土木 , Japan Atom Power Co Ltd:The , 日本原子力発電株式会社
发明人： SUZUKI MINORU , TAKAJI KAZUHIKO , KONISHI YUUKIFU , TANAKA KOICHIRO , SUGATA MASAHIRO , HOSHINO HARUO , IWATA TAKEHIRO , YOSHINO KEIZABURO , FUJII SATORU , NAKATSUJI MASAYUKI
IPC分类号： E04G23/08
摘要： PROBLEM TO BE SOLVED: To proceed with cut/disassembly from a lower part by preparing a cutting/disassembling device on a work floor of a reactor, suspending an upper part of a reactor shield wall and remotely controlling the cutting/disassembling device.SOLUTION: A U-shaped guide frame 11 is U-shaped of which a front end is open in a planar view, for traveling around a wire saw 10. The wire saw 10 in a portion crossing a gap between opening parts of the U-shaped guide frame 11 is displaced forwards and backwards by parallel movement. A wire-saw cutter is supported in a front part of a work vehicle 14 moving on a work floor 3 in such a manner that the U-shaped guide frame 11 is movable upwards and downwards in parallel. Such a cutting/disassembling device 20 is carried onto the work floor 3, and the U-shaped guide frame 11 is pressed against an outer circumference of a large-sized tubular structure to proceed with horizontal cutting by driving the wire saw 10 crossing the gap between the opening parts. Further, the U-shaped guide frame 11 is moved vertically upwards or downwards to perform vertical cutting and a portion of the large-sized tubular structure is cut away by proceeding with return horizontal cutting.
摘要翻译：要解决的问题：通过在反应堆的工作台上制备切割/拆卸装置，从下部进行切割/拆卸，悬挂反应堆屏障壁的上部并远程控制切割/拆卸装置。解决方案： U形引导框架11是U形，其前端在平面图中敞开，用于绕线锯10行进。线锯10在与U形导向件的开口部分之间的间隙中交叉的部分框架11通过平行运动向前和向后移位。线锯切割器被支撑在工作车辆14的前部，其在工作台面3上移动，使得U形引导框架11可以上下平行地移动。这样的切割/拆卸装置20被承载在工作台3上，并且U形引导框架11被压靠在大尺寸管状结构的外圆周上，以通过驱动穿过间隙的线锯10进行水平切割在开口部分之间。此外，U形引导架11垂直向上或向下移动以执行垂直切割，并且通过进行返回水平切割来切除一部分大型管状结构。

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