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1. 发明专利

JP2012046978A Building foundation using earth retaining wall 审中-公开
标题翻译：使用地球保持墙建筑基金会
公开(公告)号：JP2012046978A
公开(公告)日：2012-03-08
申请号：JP2010190745
申请日：2010-08-27
申请人： Araigumi Co Ltd , Kumagai Gumi Co Ltd , Ps Mitsubishi Construction Co Ltd , 株式会社ピーエス三菱 , 株式会社新井組 , 株式会社熊谷組
发明人： MORI TOSHIHIRO , OGAWA ATSUSHI , FUJITA TAKESHI , SOTETSU SEIJI , FURUSAWA AKIHIKO , WATANABE KAZUHIRO
IPC分类号： E02D27/00
摘要： PROBLEM TO BE SOLVED: To enable an earth retaining wall to surely bear horizontal forces during an earthquake, by suppressing deformation of the earth retaining wall both when the horizontal force directed in the directions of approaching and receding from a base acts on the earth retaining wall above the base of a building foundation.SOLUTION: A building foundation includes: a base which is provided perpendicularly to an earth retaining wall below a surface of the ground; at least one upper rod-like member which is disposed at an interval upward from the center of a thickness-direction of the base inside the base, is horizontally elongated via an end of the base from the base, and has its leading end fixed to the earth retaining wall; and at least one lower rod-like member which is disposed at an interval downward from the center inside the base, is horizontally elongated via the end from the base, and has its leading end fixed to the earth retaining wall.
摘要翻译：要解决的问题：为了使地球挡土墙在地震期间能够确实承受水平力，通过抑制沿着接近和从基座后退的方向的水平力作用在地面上时，可以抑制地面挡土墙的变形地基挡土墙在建筑基础的基础之上。解决方案：建筑基础包括：垂直于地面表面下方的挡土墙设置的基座; 至少一个上部杆状构件从底座内部的基部的厚度方向的中心向上间隔设置，经由底座的端部从基部水平伸长，并且其前端固定到挡土墙; 并且至少一个下部杆状构件，其从基座内的中心向下设置的间隔，经由端部从基部水平伸长，并且其前端固定到挡土墙。版权所有（C）2012，JPO＆INPIT

2. 发明专利

JP2012046979A Building foundation using earth retaining wall 审中-公开
标题翻译：使用地球保持墙建筑基金会
公开(公告)号：JP2012046979A
公开(公告)日：2012-03-08
申请号：JP2010190746
申请日：2010-08-27
申请人： Araigumi Co Ltd , Kumagai Gumi Co Ltd , Ps Mitsubishi Construction Co Ltd , 株式会社ピーエス三菱 , 株式会社新井組 , 株式会社熊谷組
发明人： MORI TOSHIHIRO , OGAWA ATSUSHI , FUJITA TAKESHI , SOTETSU SEIJI , FURUSAWA AKIHIKO , WATANABE KAZUHIRO
IPC分类号： E02D27/00 , E02D29/02
摘要： PROBLEM TO BE SOLVED: To surely prevent an end of a base from being destroyed by undergoing tensile force from an earth retaining wall, when external force directed in a direction orthogonal to the earth retaining wall acts on the earth retaining wall above the base having the end connected to the earth retaining wall.SOLUTION: A building foundation using an earth retaining wall provided in the ground includes: a base which is provided below a surface of the ground to be perpendicular to the earth retaining wall and has an end connected to the earth retaining wall; and a reinforcing member which comprises a first portion disposed in parallel with the earth retaining wall inside the end of the base and fixed to the end, and a second portion perpendicular to the first portion, horizontally elongated inward from the end and fixed to the base.
摘要翻译：要解决的问题：为了确保防止底座的一端受到来自挡土墙的拉力的破坏，当与沿着与挡土墙正交的方向所引导的外力作用在挡土墙上方的挡土墙上时底座的端部连接到挡土墙。解决方案：使用在地面上设置的挡土墙的建筑基础包括：底座，其设置在地面的下表面以垂直于土方挡土墙，并且具有连接到挡土墙的端部; 以及加强构件，其包括与所述基部的端部内的所述接地保持壁平行设置并固定到所述端部的第一部分，以及垂直于所述第一部分的第二部分，从所述端部向内水平地伸长并固定到所述基部。版权所有（C）2012，JPO＆INPIT

3. 发明专利

JP2013036272A Method of evaluating bending moment borne by coupling means which couples earth retaining wall and foundation slab 有权
标题翻译：通过耦合方式评估弯曲形状的方法通过耦合方式来保持接地壁和基础层
公开(公告)号：JP2013036272A
公开(公告)日：2013-02-21
申请号：JP2011174962
申请日：2011-08-10
申请人： Kumagai Gumi Co Ltd , 株式会社熊谷組 , Araigumi Co Ltd , 株式会社新井組 , Ps Mitsubishi Construction Co Ltd , 株式会社ピーエス三菱
发明人： MORI TOSHIHIRO , OGAWA ATSUSHI , FUJITA TAKESHI , SOTETSU SEIJI , WATANABE KAZUHIRO , FURUSAWA AKIHIKO
IPC分类号： E02D17/04 , E02D27/00
摘要： PROBLEM TO BE SOLVED: To design more economical coupling means which couples an earth retaining wall and a foundation slab by preventing a bending moment borne by the coupling means from being evaluated excessively.SOLUTION: A method of evaluating a bending moment Mborne by the coupling means includes: calculating a first bending moment Mgenerated on the earth retaining wall at a position of the same height as an upper surface of the foundation slab by an earth pressure and a water pressure, a second bending moment Maround a line intersection of the upper surface of the foundation slab and the earth retaining wall by force in the vertical direction generated on the earth retaining wall, a third bending moment Mgenerated on the earth retaining wall at the position of the same height as a lower surface of the foundation slab, and a fourth bending moment Maround the line intersection by shear force generated on the earth retaining wall at the position of the same height as the lower surface of the foundation slab; and calculating Mby an equation M=M+M-M-M.
摘要翻译：要解决的问题：为了设计更经济的联接装置，其通过防止由联接装置承受的弯矩被过度评估来连接挡土墙和基础板。解决方案：评估由耦合装置承载的弯矩M wp 的方法包括：计算第一弯矩M WS < SB>通过土压力和水压在与地基板的上表面相同高度的位置处产生在土挡土墙上，第二弯矩M sn 围绕基础板的上表面与土挡土墙之间的垂直方向绕地面挡土墙产生的垂直方向的交叉点，产生第三弯矩M S 地基保持墙位于与基础板的下表面相同高度的位置处，以及通过在地球上产生的剪切力在线交点附近的第四弯矩M QS 在与基础板的下表面相同高度的位置处的挡土墙; 并且通过公式M W P = M WS 计算M wp sn -M S -M QS 。版权所有（C）2013，JPO＆INPIT

4. 发明专利

JP2011220060A Reinforced-concrete masonry structure wall and method of constructing the same 审中-公开
标题翻译：强化混凝土结构墙及其构造方法
公开(公告)号：JP2011220060A
公开(公告)日：2011-11-04
申请号：JP2010092787
申请日：2010-04-14
申请人： Araigumi Co Ltd , Asanuma Corp , Matsumura-Gumi Corp , Taiyo Surv Co Ltd , 太陽サーブ株式会社 , 株式会社新井組 , 株式会社松村組 , 株式会社淺沼組
发明人： MORI KOJI , INOUE SHIGENOBU , NAKAZAWA TOSHIKI , YAMAUCHI MASAAKI , SOTETSU SEIJI , KASHIWAGI TAKAO , SATO TAKESHI , YOKOTA SEIJI
IPC分类号： E04G23/02
摘要： PROBLEM TO BE SOLVED: To provide RM earthquake strengthening technology capable of further suppressing the generation of noise and dust.SOLUTION: The reinforced-concrete masonry structure wall is made by filling mortar in an inner hollow of a masonry wall body in which a plurality of hollow form concrete blocks is piled up in a structure plane surrounded by columns and beams by using vertical reinforcements and horizontal reinforcements as internal bar arrangements. Comb-shaped joint fittings protrusively provided with a plurality of steel bars on one surface of a long steel plate, and making a pair are equipped at an upper side and a lower side of the structure plane. The back surfaces of the joint fittings are adhesive surfaces to be respectively adhered to the beams, and the vertical reinforcements are arranged to the steel bars of the pair of the upper and lower adhered joint fittings. The beam is provided with at least one anchor bolt, and the joint fittings are temporarily fixed to the anchor bolt.
摘要翻译：要解决的问题：提供能够进一步抑制噪声和灰尘产生的地震强化技术。解决方案：钢筋混凝土砌体结构墙是通过将砌体墙体的内部空心填充砂浆制成的，其中多个中空形式的混凝土块被堆叠在由柱和梁围绕的结构平面中，使用垂直加固和横向加强作为内部条形安排。在长钢板的一个表面上突出设置有多个钢筋并且在结构平面的上侧和下侧配置成对的梳状接头配件。接头配件的后表面是分别粘接在梁上的粘合表面，并且垂直加强件布置在一对上部和下部粘接接头配件的钢筋上。梁设置有至少一个锚定螺栓，并且接头配件暂时固定在锚栓上。版权所有（C）2012，JPO＆INPIT

5. 发明专利

JP2009286531A Dismantling method of tower crane 审中-公开
标题翻译：塔式起重机的拆卸方法
公开(公告)号：JP2009286531A
公开(公告)日：2009-12-10
申请号：JP2008138491
申请日：2008-05-27
申请人： Arai Gumi Ltd , 株式会社新井組
发明人： KATO TETSUHIRO , MORITA TAKASHI , SOTETSU SEIJI , MITSUNARI KAZUAKI
IPC分类号： B66C23/26 , B66C23/32
摘要： PROBLEM TO BE SOLVED: To provide a dismantling method of a tower crane capable of dismantling a tower crane with small labor and effort and at low cost even if a site for hang-down and dismantling is small.
SOLUTION: A main member 91 of a dismantling jib 9 is hung up by a body jib 8 of the tower crane 1, and rockingly coupled to a swiveling stand 6. The body jib 8 is made to generally horizontally fall down, and considering the body jib 8 as a work floor, a lattice member 97 and the like is mounted between main members 91, 91 of the dismantling jib 9, thereby assembling the dismantling jib 9. After the body jib 8 is hung down by the dismantling jib 9, a crane body 31 is descended along a mast 2 by a climbing device, and a mast member 22 is hung down by the dismantling jib 9. The crane body 31 descending near the ground surface is demolished by a small-sized moving crane.
COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：解决的问题：提供一种能够以低劳动力和低成本拆卸塔式起重机的塔式起重机的拆卸方法，即使是用于下车和拆卸的场所小。解决方案：拆卸吊臂9的主构件91由塔式起重机1的主体吊架8挂起，并且摇摆地联接到旋转支架6.主吊杆8大致水平地下降，并且考虑到本体臂8作为工作台，在拆卸臂9的主要构件91,91之间安装格子构件97等，从而组装拆卸臂9。在主吊杆8被拆卸起重臂如图9所示，起重机主体31通过爬坡装置沿着桅杆2下降，桅杆构件22被拆卸吊杆9悬挂。在地面附近下降的起重机体31被小型移动式起重机拆除。版权所有（C）2010，JPO＆INPIT

6. 发明专利

JP2004052455A External scaffolding device and construction method therefor 有权
公开(公告)号：JP2004052455A
公开(公告)日：2004-02-19
申请号：JP2002214017
申请日：2002-07-23
申请人： Arai Gumi Ltd , 株式会社新井組
发明人： NAKAYOSHI TATSUYA , SOTETSU SEIJI , HATA KUNIAKI
IPC分类号： E04G3/00 , E04G3/04
摘要： PROBLEM TO BE SOLVED: To provide an external scaffolding device which can be vertically and horizontally moved along a vertical exterior wall surface of a building, can be stably installed in an arbitrary position on the exterior wall surface, and can enhance general-purpose properties, workability and convenience.
SOLUTION: This external scaffolding device 10 makes a scaffolding unit 40 ascend in stages along the vertical exterior wall surface 3 of the building 2 which is built with a plurality of stories. In the device 10, the scaffolding unit 40 is composed of scaffolding 20 at the height of the prescribed stories of the building 2, and a base frame 30 which is integrally assembled to the lower part of the scaffolding 20. Additionally, the scaffolding unit 40 is hoisted by a tower crane 70 which is temporarily provided in the building 2; the base frame 30 is engaged with a base supporting member 50 which is detachably fixed to the surface 3; and an interval between the base frame 30 and the surface 3 is regulated by a stopper means 37, so that the scaffolding unit 40 can be constructed in the building 2.
COPYRIGHT: (C)2004,JPO

7. 发明专利

JP2006265963A Concrete foundation column and its manufacturing method 审中-公开
标题翻译：混凝土基础柱及其制造方法
公开(公告)号：JP2006265963A
公开(公告)日：2006-10-05
申请号：JP2005086538
申请日：2005-03-24
申请人： Arai Gumi Ltd , Konoike Constr Ltd , 株式会社新井組 , 株式会社鴻池組
发明人： SATAKE KEIICHI , MOTOTANI KOICHI , MITSUNARI KAZUAKI , KURAMOTO MASASHI , MORISHIMA KATSUMI , FUKUHARA HITOSHI , SOTETSU SEIJI
IPC分类号： E02D27/00
摘要： PROBLEM TO BE SOLVED: To provide a concrete foundation column capable of improving site workability by avoiding mutual interference between an anchor bar and a column bar in the case the anchor bar provided inside of a footing as a foundation of a concrete structure is connected to the column bar of a column erected thereon and its manufacturing method. SOLUTION: In a connecting section between the anchor bar 2b in the foundation footing 2 and the column bar 3a of a concrete column 3 erected on the foundation footing, at least partial column bars 3c, 3d and 3e of the column bar 3a can be used as the anchor bar 2b to be connected. COPYRIGHT: (C)2007,JPO&INPIT

8. 发明专利

JP2005201041A Skeleton infilling multiple dwelling house 审中-公开
标题翻译： SKELETON充盈多功能房
公开(公告)号：JP2005201041A
公开(公告)日：2005-07-28
申请号：JP2005011862
申请日：2005-01-19
申请人： Arai Gumi Ltd , 株式会社新井組
发明人： NISHIMOTO TAKESHI , FUKUSHIMA TATSUNAGA , HANEMICHI YUKIHIKO , SAGARA NORIHIRO , OKUNISHI YASUO , YAMAJI YOSHIO , FUJII TOMOHIRO , NAKANO TAKESHI , IRIFUNE MOMOHIRO , TAGAYA KAZUHIKO , TAI KUNIAKI , SOTETSU SEIJI
IPC分类号： E04H1/04 , E04F17/08
摘要： PROBLEM TO BE SOLVED: To improve workability; to simplify maintenance; to reduce cost; to make a layout precise; to improve an outward appearance; and to improve dwelling ability, by properly arranging pipes and wiring and the like, in a multiple dwelling house 1 of a plurality of stories constructed by incorporating an infilling 8 into a skeleton 7.
SOLUTION: A one-group common passage 3 and a blow-by part 4 are constructed between mutual adjacent dwelling units 2 of one group. The pipes 15 and the wiring and the like are intensively arranged in the blow-by part 4 and a meter box 12 adjacent to this blow-by part. A plural-group common passage 5 is arranged for communicating with the respective one-group common passages 3. A vestibule 13 of the respective dwelling units 2 is constructed on both sides of the more anti-dead end part side than the meter box 12 of the one-group common passage 3. A trunk room 14 of the respective dwelling units 2 is constructed on both sides of the more anti-dead end part side than this vestibule 13.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：提高可操作性; 简化维护; 降低成本; 使布局精确; 改善外观; 并通过适当地布置管道和布线等来改善住宅能力，在通过将8填入骨架7构成的多个故事的多个住宅1中。解决方案：一组公共通道3 并且在一组的相邻相邻的住宅单元2之间构造窜气部分4。管道15和布线等集中布置在窜气部分4和靠近该窜气部分的仪表箱12中。多组公共通道5被布置成与各个一组公共通道3连通。各个住宅单元2的前庭13被构造在比防止端部侧的更多的防死端部侧的两侧比一组通用通道3.相应住宅单元2的行李箱14被构造在比该前庭13更防止防止端部侧的两侧。版权所有（C）2005，JPO＆NCIPI

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