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1. 发明专利

JP2013057167A Reinforcement slab structure and construction method of the same 有权
标题翻译：加固板结构及其构造方法
公开(公告)号：JP2013057167A
公开(公告)日：2013-03-28
申请号：JP2011194478
申请日：2011-09-07
申请人： Maeda Corp , 前田建設工業株式会社 , Toyo Constr Co Ltd , 東洋建設株式会社
发明人： NARUSE TADASHI , IMAMURA TERUTAKE , WATANABE TOMOYUKI , ARAKANE NAOKI , YAMAMOTO KOZO
IPC分类号： E04G23/02
摘要： PROBLEM TO BE SOLVED: To easily perform construction without obstructing passing of a shared external corridor, a balcony or the like present outside an existing building when reinforcing the exiting building, and to shorten a construction period further.SOLUTION: A reinforcement slab structure is for connecting an existing frame 10 and an external reinforcement frame, and includes: a form member 30 which is installed on the lower side of a cantilever slab 20 and comprises a cement extrusion molding plate extending in a length direction of the cantilever slab 20 and having a plurality of hollow parts 31; and a preassembled slab reinforcement 50 disposed between the form member 30 and the cantilever slab 20. The reinforcement slab structure is constructed by placing concrete 70 between the cantilever slave 20 and the form member 30.
摘要翻译：要解决的问题：为了容易地进行施工，而不妨碍在现有建筑物外部存在的共享外部走廊，阳台等通过，同时进一步缩短施工周期。解决方案：加固板结构用于连接现有的框架10和外部加强框架，并且包括：安装在悬臂板20的下侧上的模板构件30，包括一个延伸到悬臂板20的长度方向并具有多个中空部31; 以及设置在模板构件30和悬臂板20之间的预组装板坯加强件50.加强板结构通过将混凝土70放置在悬臂从动件20和模板构件30之间构成。版权所有：（C）2013，JPO＆INPIT

2. 发明专利

JP2011042975A After-construction anchor and structure and method for aseismatic reinforcement using the same 有权
标题翻译：使用相同方式进行ASEISMATIC加固的后结构锚固结构和方法
公开(公告)号：JP2011042975A
公开(公告)日：2011-03-03
申请号：JP2009191690
申请日：2009-08-21
申请人： Maeda Corp , Sanko Techno Co Ltd , Toyo Constr Co Ltd , サンコーテクノ株式会社 , 前田建設工業株式会社 , 東洋建設株式会社
发明人： NARUSE TADASHI , IMAMURA TERUTAKE , YAMAMOTO KOZO , ARAKANE NAOKI , HOSOKAWA YOJI , YAGISAWA YASUE , TOBE TSUTOMU , SAKAI SATORU
IPC分类号： E04G23/02
摘要： PROBLEM TO BE SOLVED: To increase working efficiency and reduce construction cost in an aseismatic reinforcing construction for an existing skeleton.
SOLUTION: This after-construction anchor 10 includes a plate 11, flanges 12, 13 provided so as to project from the outer peripheral parts of both surfaces of the plate 11, respectively, a bolt 14 provided so as to project from one side center of the plate 11, and an after-insertion anchor bolt 16 which comprises a female screw hole 15 drilled at the center of the plate 11 and a male screw screwed with the female screw of the female screw 15 and which projects from the other side of the plate 11 when screwed into the female screw hole 15. Using the after-construction anchor 10, a new frame 30 comprising a precast reinforcing structural body is attached to an existing frame 20 for aseismatic reinforcement.
COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：提高现有骨架的抗震加固结构的工作效率和降低施工成本。解决方案：该后施工锚固件10包括板11，设置成从板11的两个表面的外周部突出设置的凸缘12,13，螺栓14，其设置成从一个板11的侧面中心和插入式锚固螺栓16，其包括在板11的中心钻出的内螺纹孔15和与内螺纹15的内螺纹螺纹连接并从另一端突出的外螺纹当拧入阴螺纹孔15时，板11的一侧。使用后结构锚固件10，将包括预制加强结构体的新框架30附接到现有的框架20用于抗震加固。版权所有（C）2011，JPO＆INPIT

3. 发明专利

JP2015059297A 板状住宅审中-公开
标题翻译：平板屋
公开(公告)号：JP2015059297A
公开(公告)日：2015-03-30
申请号：JP2013191353
申请日：2013-09-17
申请人：前田建設工業株式会社 , Maeda Corp
发明人： IWAOKA SHINICHI , IMAMURA TERUTAKE , KOMIYA YOSHIYUKI , NARUSE TADASHI , HORI SHINSUKE , MOGI JUNICHI
IPC分类号： E04B1/04 , E04B1/20
摘要：【課題】中高層の板状住宅において、制震ダンパーを用いずに、主架構の柱の部材断面を大きくしなくても設計を可能とし、また、住戸内に連層耐力壁や連層小壁のような構造体を配置する必要をなくして、平面計画の自由度が損なわれないようにする。さらに、桁行方向の耐力が不足する場合には、共用廊下側ラーメン構造の耐力を確保する。【解決手段】桁行方向に沿ってバルコニー1側構面と共用廊下2側構面が対向する板状住宅において、共用廊下2側構面をラーメン構造とする一方、バルコニー1側構面を扁平梁3によるラーメン構造とし、梁間方向に沿って耐震壁4を設ける。また、桁行方向の耐力が不足する場合には、共用廊下2側構面のラーメン構造に耐震間柱5を設置する。さらに、耐震間柱5の柱頭柱脚部での主筋51とコンクリート53の付着を切断する。【選択図】図1
摘要翻译：要解决的问题：为了确保公共走廊侧刚性框架结构的承受力，当脊方向上的支承力不足时，不会损害楼层规划的自由度，因此通过消除布置诸如一个多层承载墙和一个多层小墙壁，即使在不使用地震阻尼器的情况下，即使主框架的柱的构件横截面没有被放大，也可以进行设计，像房子一样。在板状房屋中，阳台1侧面结构平面和共同走廊2侧面结构平面沿脊方向相对，同时形成共同的走廊2侧面结构平面作为刚性框架结构，阳台1侧结构平面通过平坦梁3形成为刚性框架结构，沿着跨度方向设置有抗震壁4。当脊方向的支承力不足时，地震柱5安装在公共走廊2侧结构平面的刚性框架结构中。在地震螺柱5的柱大体柱底部部分中的主加固件51和混凝土53的粘贴也被切断。

4. 发明专利

JP2005171593A Construction device and construction method of multi-layered building structure 有权
标题翻译：多层建筑结构的施工设备及施工方法
公开(公告)号：JP2005171593A
公开(公告)日：2005-06-30
申请号：JP2003411770
申请日：2003-12-10
申请人： Kitagawa Iron Works Co Ltd , Maeda Corp , 前田建設工業株式会社 , 株式会社北川鉄工所
发明人： IMAMURA TERUTAKE , SUGIMOTO YOSHINOBU , SO NAGAYOSHI , TOMA KEIZO , AKIYAMA NAOICHI , HIRAKAWA RYUICHI , TOKUNAGA SHINSAKU , KAWAMOTO KIYOMICHI
IPC分类号： E04G21/16
摘要： PROBLEM TO BE SOLVED: To provide a construction device and a construction method of a multi-layered building structure capable of reducing a construction cost by promoting working efficiency, even at a place with little construction space, such as a narrow ground or the like.
SOLUTION: The construction device of the multi-layered building structure movable in the horizontal direction is equipped with a first crane 3 constructing a skeleton, by assembling building members and a lifting and lowering device 1 conveying the first crane 3 and the building members in the vertical directions; and the lifting and lowering device 1 is equipped with a mast 11, erected by adjoining the building structure required to construct and a planar platform 12 rising and falling along the mast 11 and mounting the first crane 3 thereon, and a second crane 14 provided to the planar platform 12 and conveying the building members in the vertical directions and the horizontal directions.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：提供一种能够通过提高工作效率而降低施工成本的多层建筑结构的施工装置和施工方法，即使在具有较小建筑空间的地方，例如窄地面或类似。解决方案：可在水平方向移动的多层建筑结构的施工装置配备有通过组装建筑构件构成骨架的第一起重机3和传送第一起重机3和建筑物的升降装置1 会员垂直方向; 升降装置1配备有通过毗邻建筑物所需的建筑结构而竖立的桅杆11和沿着桅杆11上升和下落的平台12，并且将第一起重机3安装在其上，第二起重机14设置成平面平台12，并在垂直方向和水平方向上输送建筑构件。版权所有（C）2005，JPO＆NCIPI

5. 发明专利

JP2006188842A Construction method of building skeleton 审中-公开
标题翻译：建筑施工方法
公开(公告)号：JP2006188842A
公开(公告)日：2006-07-20
申请号：JP2005000149
申请日：2005-01-04
申请人： Kitagawa Iron Works Co Ltd , Maeda Corp , 前田建設工業株式会社 , 株式会社北川鉄工所
发明人： ONO HIROYUKI , SUGIMOTO YOSHINOBU , SO NAGAYOSHI , YAMASHITA JUNICHIRO , IMAMURA TERUTAKE , HIRAKAWA RYUICHI , TOKUNAGA SHINSAKU , KAWAMOTO KIYOMICHI
IPC分类号： E04G21/14
摘要： PROBLEM TO BE SOLVED: To shorten a construction period by efficiently constructing a building skeleton composed of precast members.
SOLUTION: A mast is fixed to the precast member of a constructed story, and a mast is added to extend to a predetermined height. A crane body is lifted up to the predetermined height along the mast to carry out erection around the crane body, and a travel frame is installed at the erected precast members through a travel rail. The mast is released from fixing and pulled up, and the added mast is removed for climbing. While laying the travel rail from the climbing position toward an end part, the travel rail is advanced, or while retreating the laid travel rail from the end part toward the climbing position, the travel rail is removed to carry out erection of a story to be constructed. These processes are repeated to sequentially construct the building skeleton from the lower story to the upper story.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：通过有效地构建由预制构件构成的建筑物骨架来缩短施工周期。解决方案：桅杆被固定到构造的故事的预制构件上，并且添加桅杆以延伸到预定高度。起重机主体沿着桅杆被提升至预定的高度，以便在起重机主体周围进行架设，行走架通过行驶轨道安装在竖立的预制构件上。桅杆从固定和拉起释放，并且添加的桅杆被移除用于攀登。在将行驶轨道从攀爬位置朝向端部放置时，行驶轨道前进，或者将铺设的行驶轨道从端部部分撤回到攀爬位置，行走轨道被拆除以进行故事的架设建。重复这些过程，以从低层故事到上层故事依次构建建筑骨架。版权所有（C）2006，JPO＆NCIPI

6. 发明专利

JP2004169357A Construction method of skeleton 审中-公开
公开(公告)号：JP2004169357A
公开(公告)日：2004-06-17
申请号：JP2002334872
申请日：2002-11-19
申请人： Maeda Corp , 前田建設工業株式会社
发明人： IMAMURA TERUTAKE , SUWAZONO MAKOTO , SUGIMOTO YOSHINOBU , SO NAGAYOSHI , YASUMA YOSHIMICHI , TOMA KEIZO
IPC分类号： E04B1/20 , E04B1/348 , E04G21/14
摘要： PROBLEM TO BE SOLVED: To provide a construction method for a skeleton, for constructing a skeleton of a building inexpensively while reducing the term of work even in the case of little space for installing a lifting machine in the periphery of a site.
SOLUTION: In constructing a skeleton of a building having two or more floors, the skeleton 100 to be constructed is temporarily divided in the lateral direction into units 100a to 100f sequentially constructed in the vertical direction from the lowermost floor to the uppermost floor by two or more different processes. The construction in the vertical direction for the units 100a to 100f is performed with the units 100a to 100f sequentially adjacent to each other in the lateral direction. As the skeleton, in addition to the reinforced concrete, steel construction or hybrid structures is considered, in which the beam is steel and the post is Pca member.
COPYRIGHT: (C)2004,JPO

7. 发明专利

JP2003074119A Beam-column connection structure 有权
标题翻译：梁柱连接结构
公开(公告)号：JP2003074119A
公开(公告)日：2003-03-12
申请号：JP2001264387
申请日：2001-08-31
申请人： Maeda Corp , 前田建設工業株式会社
发明人： MIYAKI SATOSHI , SAKUTA YUKIHIRO , IMAMURA TERUTAKE , OKAMURA KIYOSHI , YOSHIDA NAOHIRO , SUGIYAMA KAZUMASA
IPC分类号： E04B1/30 , E04B1/58
摘要： PROBLEM TO BE SOLVED: To improve workability by installing the joining section of a column member and a beam member to a connection section while preventing stress concentration to the connection section.
SOLUTION: A connection plate 4 is mounted previously inside the column main reinforcements 2a of the column member 2 so as to be extended in the axial direction of the column member 2 and be projected to at least one of the upper sections and lower sections of beam steel frames 3a. Holding plates 5 for holding the connection plates 4 from both sides are secured previously at the end sections of the beam steel frames 3a. Vertical plates 7 are set up previously in the vertical direction on the sides where the connection plates 4 of the beam steel frames 3a are projected while the vertical plates 7 are connected previously to the holding plates 5. The connection plates 4 are held from both sides by the holding plates 5 while the beam steel frames 3a are fixed onto the connection plates 4 by high strength bolts 8a or wedges 8b. Concrete is placed so that the connection plates 4, the holding plates 5 and the vertical plates 7 are buried.
COPYRIGHT: (C)2003,JPO
摘要翻译：要解决的问题：通过将柱构件和梁构件的接合部分安装到连接部分同时防止对连接部分的应力集中来提高加工性。解决方案：连接板4预先安装在柱构件2的柱主加强件2a的内部，以便在柱构件2的轴向上延伸并且突出到梁的上部和下部中的至少一个钢框架3a。用于从两侧保持连接板4的保持板5预先固定在梁钢框架3a的端部处。垂直板7在梁钢框架3a的连接板4突出的侧面上在垂直方向上预先设置，同时竖板7预先连接到保持板5上。连接板4从两侧保持同时通过高强度螺栓8a或楔形物8b将梁钢框架3a固定在连接板4上。将混凝土放置成使得连接板4，保持板5和垂直板7被埋入。

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