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1. 发明专利

JP2013095581A Carrier of elevator device 有权
标题翻译：电梯装置的承运人
公开(公告)号：JP2013095581A
公开(公告)日：2013-05-20
申请号：JP2011242526
申请日：2011-11-04
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店 , Sanoyasu Kenki Kk , サノヤス建機株式会社
发明人： OKAZAKI NAOTO , FURUKAWA MASAHIKO , TOFUJI TAKAYOSHI , ASADA SHINICHI , NAKAGAWA SUSUMU , IKEGAMI MASAKI , MORITA MASASHI , ASHIKAGA MASAHIRO , YAMAMOTO NORI
IPC分类号： B66B9/02 , B66B9/187
摘要： PROBLEM TO BE SOLVED: To provide a carrier of an elevator device capable of controlling the generation of noise which is generated during movement.SOLUTION: The carrier 30 of the elevator device 10 includes a driving unit 40 which is connected to a mast 20 and moved with respect to the mast 20, and a cargo bed 50 and a car 60 which are placed on the driving unit 40 via a roller 72. A part of the roller 72 in contact with the cargo bed 50 is formed of a non-metal material.
摘要翻译：要解决的问题：提供能够控制在运动期间产生的噪声的产生的电梯装置的载体。解决方案：电梯装置10的托架30包括驱动单元40，该驱动单元40连接到桅杆20并相对于桅杆20移动，以及放置在驱动单元上的货物舱50和轿厢60 与货物床50接触的辊72的一部分由非金属材料形成。版权所有（C）2013，JPO＆INPIT

2. 发明专利

JP2006083663A Unit for installing base isolating device 有权
标题翻译：安装基础隔离装置的装置
公开(公告)号：JP2006083663A
公开(公告)日：2006-03-30
申请号：JP2004271831
申请日：2004-09-17
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： MIKKAICHI MASAAKI , OKAI TAKASHI , TOZEN YOSHIAKI , MORITA MASASHI , TANAKA YOSHIYUKI
IPC分类号： E04H9/02
摘要： PROBLEM TO BE SOLVED: To provide a unit for installing a base isolating device capable of connecting a large number of nut members annularly in a predetermined position and dispensing with boring work of bolt insertion through-holes heretofore required.
SOLUTION: The unit for installing the base isolating device is provided with the large number of nut members 1 screwed with bolts 15 for fixing the base isolating device, and a connecting member for connecting the large number of nut members 1 annularly from the top view, wherein the large number of nut members 1 are buried in a concrete foundation base 13 with the respective internal thread parts 3 opened to the upper face of the concrete foundation base 13. The connecting member is composed of a large number of connecting member pieces 2 for individually connecting the nut members 1 adjoining in an annular direction. to each other. The adjoining nut members 1 are connected to each other by the respective connecting member pieces 2, and the nut members 1 connected by the connecting member pieces 2 are embedded in the precast concrete foundation base.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供一种用于安装基座隔离装置的单元，该基座隔离装置能够在预定位置环形地连接大量的螺母构件，并且分配迄今需要的螺栓插入通孔的钻孔工作。
解决方案：用于安装基座隔离装置的单元设有大量用螺钉固定基座隔离装置的螺母构件1和用于将大量螺母构件1环形地连接的连接构件俯视图，其中大量的螺母构件1被埋在混凝土基座13中，其中内螺纹部分3相对于混凝土基座13的上表面开口。连接构件由大量的连接构件用于单独地连接在环形方向上邻接的螺母构件1的片2。对彼此。相邻的螺母构件1通过各个连接构件片2彼此连接，并且由连接构件片2连接的螺母构件1嵌入预制混凝土基座中。版权所有（C）2006，JPO＆NCIPI

3. 发明专利

JP2005146693A Building scaffolding 有权
标题翻译：建筑拆除
公开(公告)号：JP2005146693A
公开(公告)日：2005-06-09
申请号：JP2003386789
申请日：2003-11-17
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： KIKUCHI KIMIO , MORITA MASASHI , NISHIKAWA KOZO , MIYAMOTO MUNEKI
IPC分类号： E04G5/04
摘要： PROBLEM TO BE SOLVED: To surely prevent scaffolding from falling due to a wind load etc. in the directions of getting away from and getting close to an exterior wall part, without the need for especially using a large amount of material for the scaffolding or especially securing a wide space for the installation of the scaffolding along the exterior wall part, in spite of the building scaffolding which is provided in such a manner as to be relatively movable in the horizontal direction by making the scaffolding and the exterior wall part face each other. SOLUTION: In the building scaffolding, the scaffolding 2 is provided in such a manner as to face the exterior wall part 1 of a building B; the scaffolding and the exterior wall part are provided in such a manner as to be relatively movable in the horizontal direction, in the attitude of facing each other; and an engaging mechanism 7, which engages the scaffolding and the exterior wall part with each other so that the scaffolding can be inhibited from falling in the directions of getting away from and getting close to the exterior wall part, is provided in such a manner that the relative movement of the scaffolding and the exterior wall part is permitted along the direction of the relative movement of the scaffolding and the exterior wall part. COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：为了确保防止脚手架在远离和靠近外壁部分的方向由于风荷载等而下落，而不需要特别使用大量的材料用于脚手架或特别地确保用于沿着外壁部分安装脚手架的宽敞空间，尽管建筑脚手架以这样的方式设置，即通过使脚手架和外壁部分能够在水平方向上相对移动面对面解决方案：在建筑物脚手架中，脚手架2以面向建筑物B的外壁部分1的方式设置; 脚手架和外壁部分以相对于彼此的姿态在水平方向上相对移动的方式设置; 以及接合机构7，其将脚手架和外壁部分彼此接合，使得可以防止脚手架沿远离外壁部分的方向落下，以使得脚手架和外壁部分的相对运动允许沿着脚手架和外壁部分的相对运动的方向。版权所有（C）2005，JPO＆NCIPI

4. 发明专利

JP2012132145A Lifting device for building 有权
标题翻译：提升建筑设备
公开(公告)号：JP2012132145A
公开(公告)日：2012-07-12
申请号：JP2010282480
申请日：2010-12-19
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： MORITA MASASHI , SAKURAI TOYOKI , NAITO AKIRA , MIYUKI KENICHI
IPC分类号： E04B1/35 , E04G21/14 , E04G23/02
摘要： PROBLEM TO BE SOLVED: To provide a lifting device for a building which has no need of constructing a temporary reinforcing member, increasing the shear/flexural strength of a beam and executing suspension and support simultaneously over a plurality of stories since a column of the building is directly suspended, supported and jacked down or jacked up, and which is capable of shortening a construction period and reducing a construction cost by increasing a skeleton lowering amount (skeleton demolition amount) or a skeleton elevating amount (skeleton construction amount) per operation.SOLUTION: A lifting device B comprises: a pressure fixing metal fitting 4 which includes a pair of clamping metal fittings 4a, 4b capable of clamping the column of an upper skeleton, a plurality of PC steel bars 4 whose fixed end is one clamping metal fitting and tension end is the other clamping metal fitting and hydraulic jacks 6 for the tension, and which is pressure-fixed to the column of the upper skeleton by making the PC steel bars tense; two suspension members 7 whose lower ends are connected to the pressure fixing metal fitting; two center hole type hydraulic jacks 8 for elevating and lowering the suspension members; and a guide frame 9 for supporting the center hole type hydraulic jacks.
摘要翻译：要解决的问题：为了提供一种不需要构造临时加强构件的建筑物的提升装置，增加了梁的剪切/弯曲强度并且在多个故事之上同时执行悬架和支撑，因为柱子的建筑物直接悬挂，支撑，起落，可以通过增加骨架下降量（骨架拆卸量）或骨架提升量（骨架施工量）缩短施工期，降低施工成本，每个操作解决方案：提升装置B包括：压力固定金属配件4，其包括能够夹紧上骨架柱的一对夹紧金属配件4a，4b，固定端为一个的多个PC钢棒4 夹紧金属配件和拉伸端是另一个夹紧金属配件和液压千斤顶6，用于张力，并通过使PC钢筋紧张地压在上骨架的柱上; 两个悬挂构件7，其下端连接到压力固定金属配件; 两个用于升降悬挂构件的中心孔式液压千斤顶8; 以及用于支撑中心孔型液压千斤顶的引导框架9。版权所有（C）2012，JPO＆INPIT

5. 发明专利

JP2008308847A Base plate setting method 审中-公开
标题翻译：基板设置方法
公开(公告)号：JP2008308847A
公开(公告)日：2008-12-25
申请号：JP2007156470
申请日：2007-06-13
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： TAKEDA HIROSHI , KAWAMOTO HIDEKAZU , TOYOSHIMA KENICHI , MORITA MASASHI , KAMIMURA KAZUTAKA , ONO TATSUYA
IPC分类号： E02D27/00 , E02D27/34 , E04B1/36 , E04H9/02
摘要： PROBLEM TO BE SOLVED: To suppress the dispersion of a base plate support force by uniformly placing a curing filler and to efficiently perform construction work as a whole process.
SOLUTION: In the base plate setting method, when setting a setting object 2 on a foundation concrete 1 through the base plate 4, the curing filler 7 is injected in a gap V between the foundation concrete 1 and base plate 4 for integrating the foundation concrete 1 with base plate 4. Before placing concrete for the foundation concrete 1, anchors 5 for setting the plurality of base plates are embedded in a concrete placed space, and an injection hole securing member 8 for injecting the curing filler 7 to the gap V through the foundation concrete 1 is embedded at the center of a base plate setting flat surface area with at least one injection hole outlet positioned. Then, concrete is placed in the concrete placing space.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：通过均匀地放置固化填料来抑制基板支撑力的分散，并且有效地进行施工作业的整体处理。解决方案：在基板固定方法中，当通过基板4在基础混凝土1上设定设定对象2时，将固化填料7注入到基础混凝土1与基板4之间的间隙V中，基础混凝土1与基板4.在将混凝土置于基础混凝土1之前，将用于设置多个基板的锚固件5嵌入混凝土放置空间中，并且将固化填料7注入到注射孔固定构件8中通过基础混凝土1的间隙V嵌入设置平坦表面区域的基板的中心，至少有一个喷射孔出口定位。然后，混凝土放置在混凝土浇筑空间中。版权所有（C）2009，JPO＆INPIT

6. 发明专利

JP2006083662A Unit for installation of base-isolation device, fitting method of the same and its manufacturing method 有权
标题翻译：用于安装基底隔离装置的装置及其制造方法及其制造方法
公开(公告)号：JP2006083662A
公开(公告)日：2006-03-30
申请号：JP2004271830
申请日：2004-09-17
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： IWASHITA EIICHIRO , NAKAE MASATO , OKUDE HISATO , MAEKAWA MOTONOBU , MORITA MASASHI , ASAI YASUSUKE , ISHIZAKI EIJI
IPC分类号： E04H9/02
摘要： PROBLEM TO BE SOLVED: To provide a unit for installation of a base-isolation device for simplifying the manufacturing process and reducing the cost by minimizing the work for drilling a through-hole for bolt insertion and the work for connecting nut members, which are needed conventionally, while a number of nut members are connected annularly at predetermined positions by using a metal plate, a fitting method of the unit and its manufacturing method.
SOLUTION: The unit for installation of the base-isolation device comprises a number of nut members 1 screwed to the bolts 12 for fixing the base-isolation device, and a metal plate 3 arranged on an upper surface of a concrete foundation pedestal 2 for connecting the nut members 1 annularly in plane view. In the unit and its fitting method, the metal plate 3 comprises a plurality of metal plate pieces 3a divided in an annular direction. In the unit and its manufacturing method, the foundation pedestal is made of a precast concrete.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：为了简化制造过程并且通过最小化用于钻孔用于螺栓插入的通孔和用于连接螺母构件的工作的工作来提供用于安装基座隔离装置的单元，以简化制造过程并降低成本，这是通过使用金属板而将多个螺母构件环形地连接在预定位置，该单元的配合方法及其制造方法。解决方案：用于安装基座隔离装置的单元包括多个螺母构件1，该螺母构件1螺纹连接到用于固定基座隔离装置的螺栓12，以及设置在混凝土基座的上表面上的金属板3 2用于在平面视图中环形地连接螺母构件1。在该单元及其装配方法中，金属板3包括沿环形方向分割的多个金属板件3a。在该单元及其制造方法中，基座由预制混凝土制成。版权所有（C）2006，JPO＆NCIPI

7. 发明专利

JP2005132557A Overhead traveling crane 审中-公开
标题翻译： OVERHEAD行驶起重机
公开(公告)号：JP2005132557A
公开(公告)日：2005-05-26
申请号：JP2003369915
申请日：2003-10-30
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： KIKUCHI KIMIO , MORITA MASASHI , MITSUEDA MAKOTO , SHIMIZU KENJI
IPC分类号： B66C17/00 , B66C9/14
摘要： PROBLEM TO BE SOLVED: To enable lifting operation under the entire area of a base roof by minimized number of overhead traveling cranes when the base roof covering a building such as temples, shrines, and towers is constructed and repair work is performed under the raw roof.
SOLUTION: In this overhead traveling crane, a girder 1 formed in a roughly chevron shape in side view which is tilted so that its center part is positioned higher than its both parts and a plurality of parallel traveling rails orthogonal to the girder are installed on the underside of the raw roof B. A traveling device 3 for horizontally moving the girder along the traveling rails and a trolley 4 with a hoist running along the girder are installed on the girder.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：当建造覆盖建筑物如寺庙，神社和塔的基座屋顶时，通过最小数量的桥式起重机在底座的整个区域上的升降作业，并进行维修工作原始屋顶。解决方案：在这种架空行驶起重机中，以侧视图形成为大致人字形的梁1，其中心部分位于高于其两个部分的位置上，并且多个平行的行进轨道与梁连接，安装在原始屋顶B的下侧。用于沿着行进轨道水平移动梁的行进装置3和沿着大梁运行的起重机的手推车4安装在该大梁上。版权所有（C）2005，JPO＆NCIPI

8. 发明专利

JP2013053407A Seismic isolation method for existing building 有权
标题翻译：现有建筑的地震隔离方法
公开(公告)号：JP2013053407A
公开(公告)日：2013-03-21
申请号：JP2011190355
申请日：2011-09-01
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： MATSUSHITA YOSHIHIRO , NAITO AKIRA , TAKAHASHI NAOYUKI , KISHIMOTO KOHEI , MORITA MASASHI
IPC分类号： E04G23/02
摘要： PROBLEM TO BE SOLVED: To provide a seismic isolation method for an existing building with a mixture of seismic isolation devices having a different vertical rigidity, which allows each of the seismic isolation devices having a different vertical rigidity to be applied with a designed axial force, achieving predetermined seismic isolation performance.SOLUTION: A seismic isolation device A having a low vertical rigidity is joined to an upper structure 5 and a lower structure 6 of an existing building, while a seismic isolation device B having a high vertical rigidity is joined to the lower structure 6 and not joined to the upper structure 5. In this state, a temporary support column 4 corresponding to the seismic isolation device having a low vertical rigidity is unloaded, while the pressure of a jack 4b of a temporary support column 4 corresponding to the seismic isolation device having a high vertical rigidity which is not joined to the upper structure is adjusted so that the building load applied to the temporary support column is maintained at a fixed state. Subsequently, the seismic isolation device having a high vertical rigidity is joined to the upper structure, and the temporary support column corresponding to the device is then unloaded.
摘要翻译：要解决的问题：为现有建筑物提供具有不同垂直刚度的隔震装置的混合物的地震隔离方法，其允许具有不同垂直刚度的每个隔震装置应用设计的轴向力，达到预定的隔震性能。解决方案：具有低垂直刚度的隔震装置A接合到现有建筑物的上部结构5和下部结构6，而具有高垂直刚度的隔震装置B连接到下部结构6 并且不连接到上部结构5.在该状态下，对应于具有低垂直刚度的隔震装置的临时支撑柱4被卸载，而临时支撑柱4的插座4b的压力对应于隔震调整没有接合到上部结构的具有高垂直刚度的装置，使得施加到临时支撑柱的建筑物负荷保持在固定状态。随后，具有高垂直刚度的隔震装置接合到上部结构，然后卸载对应于该装置的临时支撑柱。版权所有（C）2013，JPO＆INPIT

9. 发明专利

JP2012025540A Jib crane and method of dismantling the same 有权
标题翻译： JIB起重机及其分离方法
公开(公告)号：JP2012025540A
公开(公告)日：2012-02-09
申请号：JP2010165741
申请日：2010-07-23
申请人： Ogawa Seisakusho:Kk , Takenaka Komuten Co Ltd , 株式会社小川製作所 , 株式会社竹中工務店
发明人： NAGATA KOHEI , MORITA MASASHI , SAKURAI TOYOKI , ASADA SHINICHI , MIURA HIROSHI , KIKUCHI HIDEJI , KITAMURA KAZUAKI
IPC分类号： B66C23/32
摘要： PROBLEM TO BE SOLVED: To provide a jib crane which can pull out a mast member at a lowest stage by itself and is therefore suitable as a dismantling machine for a large-sized tower crane, and to provide a method of dismantling the jib crane.SOLUTION: The jib crane comprises: a pedestal 1; a mast 2 which is composed by joining a plurality of mast members 2a; and a crane body 7 which is vertically movable relative to the mast by a climbing apparatus 6 that includes an out mast 3 and a climbing frame 4 which are vertically arranged so as to surround the outside of the mast, and that also includes a hydraulic cylinder 5 for driving vertical movement. The climbing frame is removed in a state in which the crane body is lowered till a position supported by the mast member of a lowest stage, a lower end part of the hydraulic cylinder joined to the climbing frame is joined to a cylinder receiving beam 15 attached to the pedestal, the out mast is lowered by contraction of the hydraulic cylinder and is joined to the pedestal and in this state, the mast member at the lowest stage is pulled out upward by a jib 9 of the crane body.
摘要翻译：要解决的问题：提供一种能够在最低阶段自身拉出桅杆构件的起重机起重机，因此适合作为大型塔式起重机的拆卸机，并且提供一种拆卸起重机解决方案：起重臂起重机包括：底座1; 桅杆2，其通过连接多个桅杆构件2a构成; 以及能够通过攀爬装置6相对于桅杆上下移动的起重机体7，该装置6包括垂直设置为围绕桅杆外侧的桅杆3和爬升架4，并且还包括液压缸 5用于驾驶垂直运动。在起重机体降低到由最下阶段的桅杆构件支撑的位置的状态下移除爬升架，连接到攀爬框架的液压缸的下端部接合到附接的气缸容纳梁15 通过液压缸的收缩使出口桅杆降低，并且与基座接合，在该状态下，通过起重机主体的起重臂9向上拉出最低级的桅杆构件。版权所有（C）2012，JPO＆INPIT

10. 发明专利

JP2011069171A Method for forming base-isolated building 有权
标题翻译：形成基础隔离建筑物的方法
公开(公告)号：JP2011069171A
公开(公告)日：2011-04-07
申请号：JP2009223149
申请日：2009-09-28
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： NISHIOKA HIROYUKI , SHIMIZU TAKANORI , ENDO TOMOAKI , MORITA MASASHI , KUCHIMURA KAZUHIKO , OKABASHI MINORU , MATSUSHITA YOSHIHIRO , ASHIZUKA YASUZO
IPC分类号： E04H9/02
摘要： PROBLEM TO BE SOLVED: To surely and economically suppress an adverse effect on a laminated rubber bearing.
SOLUTION: In a process in which the laminated rubber bearing 1 constituted by providing laminated rubber 1B between upper and lower panels 1A and 1C is incorporated into a building so that a base-isolated building can be formed, a restraining plate 3 for bearing vertical and horizontal loads acting on the laminated rubber bearing 1 is attached across the upper and lower panels 1A and 1C of the laminated rubber bearing 1 through bolt connection; and the tightening of a bolt 6 by the bolt connection is performed while bringing about a frictional force preventing the action of the horizontal load from causing sliding and allowing the action of the vertical load to bring about the sliding, when the vertical load is higher than the horizontal one.
COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：确实和经济地抑制对层压橡胶轴承的不利影响。解决方案：在通过在上下板1A和1C之间提供叠层橡胶1B构成的层压橡胶轴承1被结合到建筑物中以形成基底隔离建筑物的过程中，用于承载作用在层叠橡胶轴承1上的垂直和水平载荷通过螺栓连接安装在叠层橡胶轴承1的上板1A和下板1C上; 并且当垂直负载高于（垂直）负载）时，执行螺栓连接的螺栓6的紧固，同时产生防止水平负载的作用引起滑动并允许垂直负载的作用导致滑动的摩擦力水平的。版权所有（C）2011，JPO＆INPIT

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