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1. 发明专利

JP2012036584A Arrangement method of reinforced concrete column 审中-公开
标题翻译：加固混凝土柱的布置方法
公开(公告)号：JP2012036584A
公开(公告)日：2012-02-23
申请号：JP2010175189
申请日：2010-08-04
申请人： Nishimura Kogyosho:Kk , Shimizu Corp , Tokyo Electric Power Co Inc:The , 東京電力株式会社 , 株式会社西村工業所 , 清水建設株式会社
发明人： HONDA FUTAYOSHI , TSUCHIYA JUNJI , SATO RYOJI , KUGE KATSUNORI , OKAZAKI MASATO , YOSHIDA KENICHI , KITAMURA TAKESHI , YAMAMOTO TARO , MIKI TOMOHIRO , TOKUIZUMI NORIYUKI
IPC分类号： E04G21/12 , E04C5/01
摘要： PROBLEM TO BE SOLVED: To provide a reinforcing bar arrangement method capable of improving the erection accuracy of a reinforcement unit even when the reinforcement unit is configured with a surface as a unit.SOLUTION: The representative configuration of the arrangement method of a reinforced concrete column related to this invention is the arrangement method of the reinforced concrete column for fixing the reinforcement unit 200 for which main reinforcements 202 and tie hoops 204 are assembled to a reinforcement frame 100 which is a skeleton. A hole 115 is provided on a position to fix the main reinforcement 202 of the reinforcement unit 200 of an outer beam 114 of the reinforcement frame 100, the reinforcement frame 100 including the outer beam 114 is constructed, the main reinforcements 202 and the tie hoops 204 are assembled to construct the reinforcement unit, the reinforcement unit 200 is disposed to the side face of the reinforcement frame 100, and the main reinforcements 202 of the reinforcement unit 200 are bound by a binding wire 130 inserted to the hole 115 of the outer beam 114 of the reinforcement frame 100.
摘要翻译：要解决的问题：为了提供一种能够提高加强单元的架设精度的钢筋配置方法，即使当加强单元构造为表面作为一个单元时。解决方案：与本发明相关的钢筋混凝土柱的布置方法的代表性结构是用于固定加强单元200的钢筋混凝土柱的布置方法，主加强件202和连杆204组装到加强单元200到加强件框架100是骨架。在固定加强框架100的外梁114的加强单元200的主加强件202的位置处设置有孔115，构成包括外梁114的加强框架100，主加强件202和搭接箍 204被组装以构造加强单元，加强单元200设置在加强框架100的侧面，并且加强单元200的主加强件202由插入到外部的孔115中的装订线130 加强框架100的梁114。版权所有（C）2012，JPO＆INPIT

2. 发明专利

JP2012077555A Removal method of overhead crane 审中-公开
标题翻译：超级起重机的拆卸方法
公开(公告)号：JP2012077555A
公开(公告)日：2012-04-19
申请号：JP2010225462
申请日：2010-10-05
申请人： Shimizu Corp , Tokyo Electric Power Co Inc:The , 東京電力株式会社 , 清水建設株式会社
发明人： SAITO MASAKATSU , ABE HIROYUKI , KAGA KIMINOBU , KOIZUMI HIDEO , TAMURA SHINJI , KATO KIYOSHI , SHIMIZU KATSUNORI , KUDO YOSHITSUGU , TANAKA TADASHI , TAKAHASHI EIJI , YAMAMOTO TARO
IPC分类号： E04G23/08
摘要： PROBLEM TO BE SOLVED: To provide a removal method of an overhead crane, capable of suppressing adverse influence on peripheral equipment and preventing scattering of parts by reducing vibrations when the overhead crane removed by a dropping method is landed.SOLUTION: The removal method of the overhead crane is for removing an overhead crane 120 moved on a rail 112a installed near a ceiling 110e of a structure from the structure. Of wall surfaces 110a of the structure, at least one wall surface on the extension of the rail 112a is removed or turned to an open state. A mound 130 is formed by heaping up gravels in a mountain shape on a site adjacent to the wall surface which is removed or turned to the open state, a stopper attached to the terminal of the rail 112a is detached, the overhead crane 120 is moved to the terminal of the rail 112a, and the overhead crane 120 is derailed from the rail 112a and dropped onto the mound 130.
摘要翻译：要解决的问题：提供一种吊顶式起重机的拆卸方法，能够抑制对周边设备的不利影响，并且通过降低通过落料法去除的桥式起重机时降低振动来防止部件的飞散。解决方案：架空起重机的拆卸方法是去除在结构上安装在结构顶板110e附近的轨道112a上移动的高架起重机120。在结构的壁表面110a上，轨道112a的延伸部上的至少一个壁表面被移除或转动到打开状态。堆垛130是通过在与被拆卸或转向打开状态的壁面相邻的位置堆积山形的砾石而形成的，安装在轨道112a的端子上的止动件被拆卸，顶起式起重机120移动到轨道112a的终端，并且架空起重机120从轨道112a脱轨并落到墩130上。版权所有（C）2012，JPO＆INPIT

3. 发明专利

JP2012036583A Section division method of building 审中-公开
标题翻译：建筑部分方法
公开(公告)号：JP2012036583A
公开(公告)日：2012-02-23
申请号：JP2010175168
申请日：2010-08-04
申请人： Shimizu Corp , Tokyo Electric Power Co Inc:The , 東京電力株式会社 , 清水建設株式会社
发明人： HONDA FUTAYOSHI , TSUCHIYA JUNJI , SATO RYOJI , OKAZAKI MASATO , YOSHIDA KENICHI , TAKAHASHI EIJI , YAMAMOTO TARO
IPC分类号： E04H5/02 , G21C13/00
CPC分类号： Y02E30/40
摘要： PROBLEM TO BE SOLVED: To provide a section division method of a building, capable of shortening the construction period of the entire building construction while maintaining structural quality.SOLUTION: The section division method is for dividing a construction area into sections E1-E10 and performing execution to the building of a reinforced concrete structure forming planned base levels 118a-118j of different heights. The construction area is divided into the plurality of sections in the horizontal direction and the vertical direction (step 203) on the basis of the height of the planned base level, a role in the building and a concrete placing amount which can be placed at one time (step 200), and an execution order is determined (step 206) on the basis of the height of the planned base level, the piling-up order in the vertical direction of the sections with each other, the number of the sections to be piled up thereon, equipment to be built thereon, and the work range of a construction machine (step 204). When the section to be executed first is higher than the section to be executed later (YES in step 210), on the section side higher than a boundary between the sections, reinforcing bars are projected to the lower section and a vertical concrete-placed surface is set (step 212).
摘要翻译：要解决的问题：提供一种建筑物的分段方法，能够缩短整个建筑施工的施工周期，同时保持结构质量。解决方案：分段分割方法是将建筑面积分为E1-E10部分，执行施工，以形成形成不同高度的计划基础水平118a-118j的钢筋混凝土结构。基于计划的基准高度，建筑物的作用和可以放置在一个地面上的混凝土配置量，将构造区域分为水平方向和垂直方向上的多个部分（步骤203）时间（步骤200），并且基于计划的基准水平的高度，彼此的各个部分的垂直方向上的堆积顺序来确定执行顺序（步骤206），部分的数量堆放在其上，要在其上建造的设备和施工机械的工作范围（步骤204）。当首先要执行的部分高于稍后执行的部分（步骤210中的“是”）时，在高于部分之间的边界的部分侧上，将钢筋突出到下部，并且将垂直的混凝土浇筑表面（步骤212）。版权所有（C）2012，JPO＆INPIT

4. 发明专利

JP2012077556A Demolition method of steel frame building 审中-公开
标题翻译：钢框架建筑拆卸方法
公开(公告)号：JP2012077556A
公开(公告)日：2012-04-19
申请号：JP2010225463
申请日：2010-10-05
申请人： Shimizu Corp , Tokyo Electric Power Co Inc:The , 東京電力株式会社 , 清水建設株式会社
发明人： SAITO MASAKATSU , SATO TOSHITSUGU , MATSUOKA NOBUHIRO , HONDA FUTAYOSHI , SHIMIZU KATSUNORI , KUDO YOSHITSUGU , TANAKA TADASHI , TAKAHASHI EIJI , YAMAMOTO TARO
IPC分类号： E04G23/08
摘要： PROBLEM TO BE SOLVED: To provide a demolition method of a steel frame building, capable of reducing the generation of noise and scattering of powder dust, shortening a construction period and reducing costs.SOLUTION: The representative configuration of this invention is a demolition method of a turbine building 120 configured by attaching an external wall 124 to the framework of steel frames 126. An opening 150 through which a heavy machine 202 passes is formed on one surface of an external wall, equipment installed inside the turbine building 120 and a floor slab formed inside are removed, then the external wall panel 124 and a roof slab 146 are removed, and the turbine building 120 is demolished.
摘要翻译：要解决的问题：提供钢结构建筑物的拆除方法，能够减少粉尘的产生和粉尘的散发，缩短施工周期，降低成本。解决方案：本发明的代表性构造是通过将外壁124附接到钢框架126的框架而构造的涡轮机建筑物120的拆除方法。重型机械202经过的开口150形成在一个表面上的外壁，安装在涡轮机建筑物120内部的设备和内部形成的楼板被去除，然后去除外墙板124和屋顶板146，并且拆除涡轮机建筑物120。版权所有（C）2012，JPO＆INPIT

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