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1. 发明专利

JP2011162982A Building 有权
标题翻译：建造
公开(公告)号：JP2011162982A
公开(公告)日：2011-08-25
申请号：JP2010025823
申请日：2010-02-08
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： KAMIMURA MASAYUKI , HIGAKI AYUMI , KAWAI KANTA , HIRAI KEIICHI
IPC分类号： E04B1/19 , E04B1/24 , E04C3/08 , E04H5/02 , E04H9/02
摘要： PROBLEM TO BE SOLVED: To increase the span of a truss beam in an open truss structure. SOLUTION: Truss beams 24 with a large span are installed between steel-framed columns 32. A steel-framed column 38 is installed between the steel-framed columns 32 adjacent to each other in the ridge direction (in the direction of arrow Y). A truss beam 40 is installed between the steel-framed columns 38. The floor of a clean room 16 is supported by the truss beams 24, 40. Thus, the bearing load of the truss beams 24, 40 is reduced, and the span of the truss beams 24, 40 can be increased. COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：增加桁架结构中的桁架梁的跨度。
解决方案：在钢框架柱32之间安装有大跨度的桁架梁24.在钢框架柱32之间沿箭头方向（箭头方向）安装钢框架柱32 Y）。桁架梁40安装在钢框架柱38之间。洁净室16的地板由桁架梁24,40支撑。因此，桁架梁24,40的轴承载荷减小，可以增加桁架梁24,40。版权所有（C）2011，JPO＆INPIT

2. 发明专利

JP2005016070A Steel plate block installation method and steel plate block equipped with interval adjusting mechanism used for execution of the method 有权
标题翻译：钢板块安装方法和钢板装配有用于执行方法的间隔调整机构
公开(公告)号：JP2005016070A
公开(公告)日：2005-01-20
申请号：JP2003179634
申请日：2003-06-24
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： SUGATA MASAHIRO , ABE TOMIICHI , MIYAUCHI YASUMASA , UMEKUNI AKIRA , YAMAMOTO KOZO , KAMICHI MASANORI , OMIYA YUKIO , TANAKA KOICHIRO , SAITO YUICHI , KAMIMURA MASAYUKI , KUCHIMURA KAZUHIKO
IPC分类号： E04B1/16 , E04B2/86
摘要： PROBLEM TO BE SOLVED: To provide a steel plate block installation method constructing a steel plate concrete structure by placing concrete inside of the steel plate block and a steel plate block after installing the steel plate block constituted by integrally connecting both front and rear steel plates arranged in parallel with each other with an interval holding material such as a separator or the like in a site, and the steel plate block used for execution of the method. SOLUTION: After the steel plate block 3 having an interval adjusting mechanism 14 on the end section of the interval holding material 2 of the steel plates 1a and 1b is installed in the site, the interval adjusting mechanism 14 is operated from the outside of the steel plate block 3 to correct a joint deviation occurring between the steel plates of the adjoining steel plate block 3, and then, the concrete is placed inside of the steel plate blocks. COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：提供一种钢板块安装方法，其通过在钢板块内部放置混凝土并在安装由前后两端一体连接的钢板块之后设置钢板块来构造钢板混凝土结构在现场使用间隔保持材料如隔板等彼此平行布置的钢板和用于执行该方法的钢板块。解决方案：在钢板1a和1b的间隔保持材料2的端部上具有间隔调节机构14的钢板块3安装在现场，间隔调节机构14从外部操作以校正在相邻的钢板块3的钢板之间发生的接合偏差，然后将混凝土放置在钢板块的内部。版权所有（C）2005，JPO＆NCIPI

3. 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

4. 发明专利

JP2008106559A Highly rigid frame of vibration unfavorable floor in clean room and its construction method 审中-公开
标题翻译：在清洁厅内振动不便的地板的高刚性框架及其构造方法
公开(公告)号：JP2008106559A
公开(公告)日：2008-05-08
申请号：JP2006291950
申请日：2006-10-27
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： INOKUCHI KOICHI , MATSUO HIROTSUGU , KURASHIGE TSUTOMU , MIENO HIROYUKI , KAMIMURA MASAYUKI , YAMAMOTO AKIHISA
IPC分类号： E04B5/43 , E04F15/00 , E04F15/024
摘要： PROBLEM TO BE SOLVED: To provide a highly rigid frame of a vibration unfavorable floor in a clean room and its construction method, capable of preventing generation of out-gas from a highly rigid floor joist, and capable of further desirably improving workability and construction schedule control.
SOLUTION: In this construction method of the highly rigid frame 1 of the vibration unfavorable floor in the clean room, a plurality of square pipes 11 are juxtaposed on an upper surface of a girder 2 and a beam 3, and a filling port 13 is formed in a plurality of mutually discontinuous positions on an upper surface of the square pipes 11. The highly rigid floor joist 10 is formed by making the square pipe 11 highly rigid by filling mortar 12 inside the pipes 11 via the filling port 13. Next, an out-gas preventive coating film 30 is applied to the filling port 13 for preventing alkaline gas generated from the mortar 12 from blowing off to an external part of the highly rigid floor joist 10 via the filling port 13.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：为了提供一种在洁净室中的振动不利地板的高度刚性的框架及其施工方法，能够防止从高刚性地板托梁产生气体，并且能够进一步期望地提高加工性施工进度控制。解决方案：在洁净室中的振动不利地板的高刚性框架1的这种施工方法中，多个方管11并列在梁2的上表面和梁3上，并且填充口 13形成在方管11的上表面上的多个相互不连续的位置。高刚性地板托梁10通过使管道11经由填充口13填充砂浆12而使方管11高度刚性地形成。接下来，向填充口13施加防气涂膜30，以防止从砂浆12产生的碱性气体经由填充口13吹送到高刚性地板托梁10的外部。（C）2008，JPO＆INPIT

5. 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

6. 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

7. 发明专利

JP2006283524A Shearing reinforcement structure of column-beam joining part of reinforced concrete column and steel frame beam 审中-公开
标题翻译：加强混凝土柱和钢框架梁的梁加固部分的加强结构
公开(公告)号：JP2006283524A
公开(公告)日：2006-10-19
申请号：JP2005108622
申请日：2005-04-05
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： YASUOKA CHIHIRO , KAMIMURA MASAYUKI , UCHIYAMA MASATO , WADA JUNICHI , OGURA FUMITAKA
IPC分类号： E04B1/30 , E04B1/58
摘要： PROBLEM TO BE SOLVED: To provide a shearing reinforcement structure improved in a constitution for reducing labor and cost with a simple structure, by using a bearing plate of a steel frame beam integrally combined with concrete of a column-beam joining part so that shearing force and shearing deformation can be transmitted.
SOLUTION: In this shearing reinforcement structure of a beam penetrating type column-beam joining part of a reinforced concrete column 1 and steel frame beams 3 and 4, the bearing plate 5 installed over upper-lower flange inner surfaces from a web of the steel frame beams 3 and 4, is arranged in a structure integrated with the concrete of the reinforced concrete column 1 in a position of a concrete outside surface of the reinforced concrete column 1 or a position inside of the concrete so that the shearing force and the shearing deformation can be transmitted.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：通过使用与柱梁接合部分的混凝土一体结合的钢框架梁的支承板，提供一种通过简单的结构提供减少劳动力和成本的构造的剪切加强结构，从而可以传递剪切力和剪切变形。解决方案：在钢筋混凝土柱1和钢框架梁3和4的梁穿透型柱梁接合部分的这种剪切加强结构中，承载板5安装在上下凸缘内表面上，钢框架梁3和4布置成与钢筋混凝土柱1的混凝土一体化在钢筋混凝土柱1的混凝土外表面的位置或混凝土内部的位置的结构，使得剪切力和可以传递剪切变形。版权所有（C）2007，JPO＆INPIT

8. 发明专利

JP2006083528A Construction frame permitting differential settlement over different types of foundations 有权
标题翻译：建筑框架允许不同类型的基金会的差异化解决方案
公开(公告)号：JP2006083528A
公开(公告)日：2006-03-30
申请号：JP2004266738
申请日：2004-09-14
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： YASUOKA CHIHIRO , KAMIMURA MASAYUKI , KAWAI HIROSHI , TAKASHIMA KAZUO
IPC分类号： E04B1/18 , E02D27/00 , E02D27/12 , E02D27/34 , E02D35/00 , E04B1/344
摘要： PROBLEM TO BE SOLVED: To provide a construction frame supported on different types of foundations, i.e., supported, at one side, on a building supported on the foundation with less settlement and, at the other end, supported on the foundation with larger settlement.
SOLUTION: In this construction frame 2, its one side is supported on the building 1 supported on the foundation with less settlement and its other side is supported on the foundation with larger settlement. The construction frame 2 comprises a vertical member 20 supported on the foundation with larger settlement and rising approximately in the vertical direction, a horizontal member 21 cantilevered on the building 1 on the foundation with less settlement and extending in the horizontal direction, and a movable member 22 pin-connected between the two members 20 and 21.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供一种支撑在不同类型基础上的结构框架，即，一侧支撑在支撑在基础上的较少沉降的建筑物上，另一端支撑在基础上，更大的定居点。
解决方案：在该结构框架2中，其一侧支撑在支撑在基础上的建筑物1上，沉降少，其另一侧以较大的沉降支撑在基础上。结构框架2包括：支撑在基座上的垂直构件20，其具有更大的沉降并且大致沿垂直方向上升;水平构件21，其悬挂在基座上的建筑物1上，具有较少的沉降并在水平方向上延伸;以及可移动构件 22个连接在两个成员20和21之间。版权所有（C）2006年，JPO＆NCIPI

9. 发明专利

JP2005282215A Building frame by concrete column and steel frame beam 有权
标题翻译：通过混凝土柱和钢框架梁建造框架
公开(公告)号：JP2005282215A
公开(公告)日：2005-10-13
申请号：JP2004099664
申请日：2004-03-30
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： WADA JUNICHI , KAMIMURA MASAYUKI , UCHIYAMA MASATO , MAEDA TADAO , YAMAMOTO MORIJI , SUGA JUNICHI
IPC分类号： E04B1/30 , E04B1/58
摘要： PROBLEM TO BE SOLVED: To provide a building frame suitable for constructing a rooftop part of a one-storied building or a low story building by a steel frame reinforced concrete column or a reinforced concrete column and a steel frame beam.
SOLUTION: A joining plate 5 is structurally integrally arranged on a top end surface of the reinforced concrete column or the steel frame reinforced concrete column 1. The steel frame beam 2 is placed and extended on the top end surface of the adjacent concrete columns. A contact part with the joining plate is joined by a means such as welding.
COPYRIGHT: (C)2006,JPO&NCIPI

10. 发明专利

JP2015034436A 新築建物の建替え工法、及び新築建物有权
标题翻译：新建筑和新建筑的改造方法
公开(公告)号：JP2015034436A
公开(公告)日：2015-02-19
申请号：JP2013166474
申请日：2013-08-09
申请人：株式会社竹中工務店 , Takenaka Komuten Co Ltd
发明人： IWAMA KAZUHIRO , WAKABAYASHI HIROSHI , KAMIMURA MASAYUKI , TAMURA AKIO
IPC分类号： E04G23/06 , E02D27/28 , E02D37/00
摘要：【課題】既存建物の地下構造物の地下外壁の平面外形に左右されない新築建物の建替え工法、及び新築建物を提供する。【解決手段】新築建物の建替え工法は、既存地下構造物を一部解体して、充填材充填部17となる地下外壁18及び地下底盤19を残す工程と、充填材充填部17に充填材20を充填して基礎地盤24を構築する工程と、基礎地盤24上に、地下外壁18の外縁部より外側へ、少なくとも一部がはみ出す新築建物10の基礎部13を構築する工程と、を有している。【選択図】図1
摘要翻译：要解决的问题：提供一种不受现有建筑的地下结构的地下外墙的平面外形和新建筑影响的新建筑物的重建方法。解决方案：一种重建方法新建筑物包括以下步骤：通过部分拆除现有的地下结构，留下作为填料填充部分17的地下外墙18和地下石座19; 通过将填料20填充到填料填充部分17中来构造基础地面24; 并且在基础地面24上构造新建筑物10的基础部分13，其至少部分地相对于地下外壁18的外边缘突出到外部。

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