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1. 发明专利

JP2004044221A Shearing reinforcement method for flat slab 审中-公开
标题翻译：平板加固加固方法
公开(公告)号：JP2004044221A
公开(公告)日：2004-02-12
申请号：JP2002202931
申请日：2002-07-11
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： OTA YOSHIHIRO , OKAMOTO HARUHIKO , SAWAMURA MAKIHITO , SUZUKI KIYOTAKE , YAMAMOTO MASAYUKI , MUROYA TETSUYA , OTA HIROAKI , SUGAYA KIMIHIKO , KISHIDA NOBUKO , KUSUHARA FUMIO
IPC分类号： E04B5/43 , E04C5/03
摘要： PROBLEM TO BE SOLVED: To provide a shearing reinforcement method for a flat slab for easily performing bar arrangement without interfering with a slab reinforcing bar by substantially horizontally disposing the reinforcing bar with a knob in the center of the section of the flat slab, and remarkably improving shearing yield strength (punching breaking yield strength) in the vicinity of a joint part of the flat slab and a post.
SOLUTION: The reinforcing bar with a knob has a length enough resisting the shearing force is disposed in the position of the center of section of the flat slab supported on the post substantially horizontally to cross the shearing breaking surface supposed to be in the flat slab with the post as a center.
COPYRIGHT: (C)2004,JPO
摘要翻译：要解决的问题：为了容易地进行棒材布置而提供一种平板坯的剪切加强方法，该方法可以通过在平板坯的部分的中心处大致水平地布置具有旋钮的钢筋条而妨碍钢筋筋条，并且在平板坯的接合部附近和柱上显着提高剪切屈服强度（冲击屈服强度）。解决方案：具有旋钮的钢筋具有足够的长度，能够将剪切力设置在基本上水平地支撑在柱上的平板的中心部分的位置，以穿过应该处于平板以柱为中心。版权所有（C）2004，JPO

2. 发明专利

JP2011149222A Construction method of concrete slab and the concrete slab 有权
标题翻译：混凝土和混凝土板的施工方法
公开(公告)号：JP2011149222A
公开(公告)日：2011-08-04
申请号：JP2010012136
申请日：2010-01-22
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： SAITO TAKASHI , KAMIMURA MASAYUKI , HIGAKI AYUMI , SUGAYA KIMIHIKO , KAWAI KANTA , KIKUOKA YOJIRO
IPC分类号： E04G21/02 , E04B5/43 , E04H9/02
摘要： PROBLEM TO BE SOLVED: To provide a construction method of a concrete slab which prevents the concrete slab from being cracked or broken caused by thermal shrinkage.
SOLUTION: This construction method of the concrete slab comprises a process (a first placing process) for arranging a main reinforcement 52 and a distributing bar 54 in a concrete placing region partitioned by a form or the like and placing concrete (slab concrete), a next process (a contraction process) for contracting a slab block 40 formed by the hardened concrete placed in each division by temperature exceeding a predetermined value after temperature is lowered, a next process for tightening a high strength bolt 46 below a joint space 42 actually and welding a flange 32B of a bracket 32 and a flange 32B of a beam member 34 mutually to join the bracket 32 and the beam member 34 together, and a final process (a second placing process) for filling the joint space 42 between the slab blocks 40 being thermally shrank with a filler 44 to integrate the contracted slab blocks 40 together and construct the concrete slab 22.
COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：提供一种混凝土板的施工方法，其防止混凝土板由于热收缩而破裂或破裂。解决方案：这种混凝土板的施工方法包括将主加强件52和分配杆54布置在由形状等分隔的混凝土浇筑区域中并将混凝土（板坯混凝土），用于在由温度降低后的温度超过规定值的状态下将通过配置在各分区中的硬化混凝土形成的板坯块40进行收缩的下一工序（收缩工序），在接合空间的下方紧固高强度螺栓46的下一工序 42实际上并且焊接支架32的凸缘32B和梁构件34的凸缘32B，以将支架32和梁构件34相互连接在一起，并且用于将接合空间42填充在第二放置过程板坯块40用填料44热收缩，将收缩的板块40整合在一起并构成混凝土板22.版权所有（C）2011，JPO＆INPIT

3. 发明专利

JP2011140846A Construction method of base isolating device pedestal, and base-isolated structure 有权
标题翻译：基础隔离装置的构造方法和基础隔离结构
公开(公告)号：JP2011140846A
公开(公告)日：2011-07-21
申请号：JP2010003173
申请日：2010-01-08
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： SUGAYA KIMIHIKO , KAMIMURA MASAYUKI , MATSUO HIROTSUGU
IPC分类号： E04H9/02
摘要： PROBLEM TO BE SOLVED: To provide a construction method of a base isolating device pedestal allowing the reuse of a plate.
SOLUTION: A form 24 for placing concrete is built up on a foundation part 34 of a structure, and a cap nut 26 serving as a connecting member is installed inside the form 24. The plate 28 is mounted to the cap nut 26 (Fig.2(A)). The plate 28 is formed into a ring shape from a steel plate, and a through-hole 38 is provided at the position of the cap nut 26. The plate 28 is horizontally installed on the top surface of the base isolating device pedestal 10 on which a base isolating device 40 is installed, and the upper face is to be the installation height of the base isolating device 40. Concrete 30 is then placed inside the form 24 up to the height flush with the upper face of the plate 28 (Fig.2(B)). After the concrete 30 is hardened, the plate 28 is removed from the concrete 30 (Fig.2(C)). Finally, mortar 32 is filled in an annular recess 42 formed after removing the plate 28, and the upper face is finished to be flat.
COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：提供允许板的再利用的基座隔离装置基座的构造方法。解决方案：在结构的基础部件34上形成用于放置混凝土的模板24，并且用作连接构件的盖螺母26安装在模板24的内部。板28安装在盖螺母26上（图2（A））。板28由钢板形成为环状，并且在盖螺母26的位置设置通孔38.板28水平地安装在基座隔离装置基座10的顶面上，安装基座隔离装置40，将上表面作为基座隔离装置40的安装高度。然后将混凝土30放置在形式24的内部，直到与板28（图1）的上表面齐平的高度。图2（B））。在混凝土30硬化之后，将板28从混凝土30中取出（图2（C））。最后，砂浆32填充在去除板28之后形成的环形凹部42，并且上表面被平坦化。版权所有（C）2011，JPO＆INPIT

4. 发明专利

JP2011122352A Structure for joining beam and floor member together, structure with the same structure, and the floor member 审中-公开
标题翻译：用于接合梁和地板构件的结构，具有相同结构的结构和地板构件
公开(公告)号：JP2011122352A
公开(公告)日：2011-06-23
申请号：JP2009280922
申请日：2009-12-10
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： KAMIMURA MASAYUKI , AOYAMA MASAYA , KAWAI KANTA , SUGAYA KIMIHIKO
IPC分类号： E04B5/02 , E04B5/14
摘要： PROBLEM TO BE SOLVED: To simplify the operation of joining a precast concrete floor slab and a steel-frame beam together.
SOLUTION: An L-shaped angle 20 is pre-fixed to the end surface of the floor slab 18 in a factory etc. The L-shaped angle 20 butts against a web 12A of the steel-frame beam 12, and they are fillet-welded together. Thus, the floor member 14 and the steel-frame beam 12 are joined together so that a shear force can be transferred.
COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：简化将预制混凝土楼板和钢架梁连接在一起的操作。解决方案：L型角度20在工厂等预固定在楼板18的端面上.L形角20抵靠钢框梁12的腹板12A，并且它们被焊接在一起。因此，地板构件14和钢框架梁12接合在一起，从而可以传递剪切力。版权所有（C）2011，JPO＆INPIT

5. 发明专利

JP2011052432A Column base isolation device joint structure, and base isolation structure having the same 有权
标题翻译：柱基隔离装置接头结构及其相位隔离结构
公开(公告)号：JP2011052432A
公开(公告)日：2011-03-17
申请号：JP2009201709
申请日：2009-09-01
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： KAMIMURA MASAYUKI , SUGAYA KIMIHIKO , NOMURA ATSUSHI , AOKI MINORU
IPC分类号： E04H9/02 , E04B1/30 , E04B1/36
摘要： PROBLEM TO BE SOLVED: To increase vertical load transmission performance at the joint part between a base isolation device and a column. SOLUTION: A column 14 is supported by a base isolation device 12. At least the lower part of the column 14 is formed of a cylindrical body 40. A base plate 44 provided to the bottom end of the cylindrical body 40 is joined to the upper plate 18 of the base isolation device 12. In this state, the cylindrical body 40 is filled with concrete 42. Consequently, the concrete 42 flows into a through-hole 44A formed in the base plate 44, a thin sheet 46 which closes the through-hole 44A is pressed against the upper plate 18 under the filling pressure of the concrete 42 and the pressing force F due to the weight of the concrete 42 and the like, and the thin sheet 46 and the upper plate 18 are fitted to each other. COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：增加基础隔离装置和塔之间的接合部分的垂直载荷传递性能。柱14由基部隔离装置12支撑。柱14的至少下部由圆筒体40形成。设置在筒体40的底端的基板44被连接在该状态下，圆柱体40填充有混凝土42.因此，混凝土42流入形成在基板44中的通孔44A中，薄板46 关闭在混凝土42的填充压力下的通孔44A被压靠在上板18上，以及由于混凝土42等的重量而产生的按压力F，并且薄板46和上板18被装配对彼此。版权所有（C）2011，JPO＆INPIT

6. 发明专利

JP2004044222A Method of reinforcing flat slab against shear 有权
公开(公告)号：JP2004044222A
公开(公告)日：2004-02-12
申请号：JP2002202938
申请日：2002-07-11
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： OTA YOSHIHIRO , OKAMOTO HARUHIKO , SAWAMURA MAKIHITO , SUZUKI KIYOTAKE , YAMAMOTO MASAYUKI , MUROYA TETSUYA , OTA HIROAKI , SUGAYA KIMIHIKO , KISHIDA NOBUKO , KUSUHARA FUMIO
IPC分类号： E04B5/43
摘要： PROBLEM TO BE SOLVED: To provide a method of reinforcing a flat slab against shear capable of easily carrying out bar arrangement work without interfering an upper end bar and a lower end bar with each other by approximately horizontally arranging a reinforcing bar against shear consisting of reinforcement and spiral reinforcement (or hoop) between the upper end bar and the lower end bar of the flat slab and progressively increasing shear proof strength (punching fracture proof strength) in the vicinity of a joint section between the flat slab and a column.
SOLUTION: A reinforcement bar against shear 8 having a height coming into contact with the upper end bar and the lower end bar between the upper end bar 4 of the flat slab 1 supported on the column and the lower end bar 5, is constituted by rolling the outer circumference of a plurality of parallel vertical reinforcing bars with the spiral reinforcement bar 7 or the hoop and has a length so as to sufficiently resist shear force, and it is approximately horizontally set by the arrangement crossing the shear fracture surface assumed as the flat slab with the column 10 as the center.
COPYRIGHT: (C)2004,JPO

7. 发明专利

JP2017089349A 免震構造及び免震構造物の施工方法审中-公开
公开(公告)号：JP2017089349A
公开(公告)日：2017-05-25
申请号：JP2015224803
申请日：2015-11-17
申请人：株式会社竹中工務店 , Takenaka Komuten Co Ltd
发明人： KIKUOKA YOJIRO , WADA JUNICHI , SUGAYA KIMIHIKO
IPC分类号： E04H9/02
摘要：【課題】本発明は、免震装置の性能低下を抑制することを目的とする。【解決手段】免震構造10は、基礎20と、基礎20上に立てられる複数の内柱30と、複数の内柱30に支持される上部構造体50と、内柱30に設けられ、基礎20に対して上部構造体50を水平方向に相対変位可能にする複数の免震装置40と、隣り合う内柱30に接合され、平面視にて矩形状をなす複数の梁70と、を備える。【選択図】図2

8. 发明专利

JP2011132726A Foundation structure and base isolation structure equipped therewith 有权
标题翻译：基础结构和基础隔离结构
公开(公告)号：JP2011132726A
公开(公告)日：2011-07-07
申请号：JP2009292434
申请日：2009-12-24
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： KAMIMURA MASAYUKI , TAMURA AKIO , SUGAYA KIMIHIKO , SAKATA MASANORI
IPC分类号： E02D27/01 , E02D27/12 , E02D27/34 , E02D31/02
摘要： PROBLEM TO BE SOLVED: To reduce breakage and damages to a concrete foundation resulting from ground deformation, while securing water cut-off performance. SOLUTION: Adjacent foundation slabs 20 are connected to each other with concrete connecting bodies 22 smaller in rigidity than these foundation slabs 20. The joint space 28 between the adjacent foundation slabs 20 are embedded with the concrete connecting bodies 22, inhibiting the intrusion of water from the ground 18 on the support surface 20A of the concrete connecting bodies. COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：减少地面变形引起的混凝土基础的破坏和破坏，同时确保断流性能。
解决方案：相邻的基础板20彼此连接，混凝土连接体22的刚度小于这些基础板20。相邻的基础板20之间的接合空间28被嵌入混凝土连接体22，从而抑制入侵的水从地面18在混凝土连接体的支撑表面20A上。版权所有（C）2011，JPO＆INPIT

9. 发明专利

JP2008019614A Column/beam joining structure and column/beam joining method 有权
标题翻译：柱/梁接合结构和柱/梁加工方法
公开(公告)号：JP2008019614A
公开(公告)日：2008-01-31
申请号：JP2006191877
申请日：2006-07-12
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： SUZUKI NAOMIKI , SUGAYA KIMIHIKO , MUTO HAJIME , SANO TOMOJI , IIDA MASANORI , KAMIMURA MASAYUKI , SOGA YUTAKA , MURAKAMI RIKUTA , KONO TAKASHI , ISHIKAWA YUJI
IPC分类号： E04B1/30 , E04B1/58
摘要： PROBLEM TO BE SOLVED: To join a precast concrete column and a steel beam via a steel ring member, without particularly reducing strength in a concrete structure part, even if the precast concrete column is a centrifugally molded concrete column or a steel pipe concrete column.
SOLUTION: This column/beam joining structure is formed by joining the precast concrete column A and the steel beam B via the steel ring member C annularly surrounding an outer peripheral part of the precast concrete column. The precast concrete column and the ring member are integrally adhered via a hardening filler 5 hardened by being filled in a peripheral groove, by forming the peripheral groove 2 on a peripheral surface opposed to the ring member of the precast concrete column.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：即使预制混凝土柱是离心模制的混凝土柱或钢管，通过钢环构件加入预制混凝土柱和钢梁，而不会特别地降低混凝土结构部件的强度混凝土柱。解决方案：该柱/梁接合结构通过环形围绕预制混凝土柱的外周部分的钢环构件C接合预制混凝土柱A和钢梁B而形成。通过在与预制混凝土柱的环形构件相对的周面上形成周向槽2，通过填充在周向槽中而硬化的硬化填料5将预制混凝土柱和环构件一体地粘合。版权所有（C）2008，JPO＆INPIT

10. 发明专利

JP2007092354A Joint method of pre-cast concrete construction beam-column 有权
标题翻译：预制混凝土结构梁结合方法
公开(公告)号：JP2007092354A
公开(公告)日：2007-04-12
申请号：JP2005281868
申请日：2005-09-28
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： SUGAYA KIMIHIKO , KAMIMURA MASAYUKI , YASUOKA CHIHIRO , UCHIYAMA MASATO , KEI TAKAHIRO , MIYAUCHI YASUMASA
IPC分类号： E04B1/21 , E04B1/58
摘要： PROBLEM TO BE SOLVED: To provide a joint method of pre-cast concrete construction beam-column without being required for any introduction of prestress by binding, securing and straining, etc. to the joint of a PCa beam for carrying out erection to connect the PCa beam to a PCa column.
SOLUTION: The column provides a first through-hole for each beam upper end main bar insertion and a second through-hole for each beam lower end main bar insertion respectively to a beam joint position in the horizontal direction, the beam is constituted so that the upper part of each stirrup without having the upper end main bar can be exposed, a haunch-shaped step section is provided to the lower bottom surface section in the end section of the connection with the column, a main bar through-hole perforating each beam lower end main bar is formed in the axial direction of the haunch-shaped step section, a main bar through-hole of the haunch-shaped step section is made to coincide with the second through-hole of the column to pass through the beam lower end main bar after the beam provides a shear force transfer means to the end face section of the connection with the column, the beam upper end main bars are arranged in the stirrups to pass through the first through-hole of the column, the first through-hole of the column, the main bar through-hole of the haunch-shaped step section and the second through-hole are filled with grouts, and a concrete is placed in the beam upper end main bar.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供一种预制混凝土结构梁柱的联合方法，而不需要通过将PCa梁的接头结合，固定和拉紧等引入预应力来进行安装将PCa光束连接到PCa色谱柱。解决方案：柱为每个梁上端主杆插入提供第一通孔，并为每个梁下端主杆插入分别在水平方向上的梁接头位置的第二通孔，构成梁使得不具有上端主杆的每个箍筋的上部可以暴露，在与柱体的连接的端部部分中的下底部表面部分设置有一个竖直形的台阶部分，主杆通孔每个梁下端主杆的穿孔形成在竖直状台阶部的轴向方向上，使该竖直形台阶部的主杆通孔与柱的第二通孔重合以通过梁后的梁下端主杆在与柱的连接的端面部分提供剪切力传递装置，梁上端主杆布置在箍筋中以通过柱的第一通孔 n，柱的第一个通孔，臀形台阶部分的主杆通孔和第二通孔填充有浆料，混凝土放置在梁上端主杆中。版权所有（C）2007，JPO＆INPIT

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