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1. 发明专利

JP2014177794A Step processing method for drilling hole 有权
标题翻译：用于钻孔的步骤处理方法
公开(公告)号：JP2014177794A
公开(公告)日：2014-09-25
申请号：JP2013051602
申请日：2013-03-14
申请人： Toda Constr Co Ltd , 戸田建設株式会社 , Kumagai Gumi Co Ltd , 株式会社熊谷組 , Japan Pile Corp , ジャパンパイル株式会社 , Taiyo Kiso Kk , 大洋基礎株式会社 , Daiho Constr Co Ltd , 大豊建設株式会社 , Tokyu Construction Co Ltd , 東急建設株式会社 , Toyo Techno Corp , 東洋テクノ株式会社 , Nishimatsu Constr Co Ltd , 西松建設株式会社 , Sumitomo Mitsui Construction Co Ltd , 三井住友建設株式会社
发明人： SANO DAISAKU , TAGUCHI TOMOYA , MORI TAKESHI , OGAWA ATSUSHI , IIDA TSUTOMU , HATTORI KEISHO , FUJIKI HIDENORI , KAWANISHI YUKI , KOBAYASHI KOJI , ENOMOTO TAKESHI , YAJIMA JUNJI , NAKAZAWA FUTA , MIYAMOTO KAZUYUKI , YAMADA MASAKI , ARAI TOSHIAKI , TAKAHASHI KOJI , MATSUKI KAZUHIKO , MIYATA KATSUTOSHI
IPC分类号： E02D15/06 , E02D5/34
摘要： PROBLEM TO BE SOLVED: To provide a step processing method for drilling hole that can solve a problem in which a conventional step processing method for drilling hole requires a bucket for drilling dedicated to a diameter expansion part and is thereby high in manufacture cost and construction cost and long in construction period.SOLUTION: A step processing device 1 for drilling hole is constituted which comprises: a rod suspended from a kelly-bar; a bucket for drilling provided at a lower end part of the rod; an expansion blade which is provided on the rod, and swings to be made compact within a diameter range of the bucket for drilling when stored, and projects and swings from the diameter range of the bucket for drilling when expanded to obliquely drill a step part of a hole wall through rotation of the kelly-bar; and a swing driving device provided on the rod so as to make the expansion blade swing. In a step processing device for drilling hole, the step processing device for drilling device 1 drills a step part formed in a drilling hole in a tapered shape with the enlargement blade 5.
摘要翻译：要解决的问题：为了提供一种能够解决现有的钻孔的步骤加工方法需要专用于直径扩张部的钻头的铲斗的钻孔的阶梯加工方法，从而制造成本和施工成本高并且施工期长。构造：用于钻孔的阶梯处理装置1，其包括：从凯利杆悬挂的杆; 用于钻杆的铲斗，设置在杆的下端部分; 设置在杆上的膨胀叶片，并且在储存时在铲斗的直径范围内变得紧凑的摆动，并且当膨胀的铲斗的直径范围从膨胀的铲斗的直径范围突出并摆动以斜向钻出步骤部分一个孔壁通过旋转的凯利杆; 以及设置在杆上以使膨胀叶片摆动的摆动驱动装置。在用于钻孔的台阶处理装置中，用于钻孔装置1的台阶处理装置用放大刀5钻出形成在具有锥形的钻孔中的台阶部分。

2. 发明专利

JP2012046980A 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：JP2012046980A
公开(公告)日：2012-03-08
申请号：JP2010190747
申请日：2010-08-27
申请人： Kumagai Gumi Co Ltd , Ps Mitsubishi Construction Co Ltd , 株式会社ピーエス三菱 , 株式会社熊谷組
发明人： MORI TOSHIHIRO , OGAWA ATSUSHI , 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 an 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 and perpendicular to the earth retaining wall, and has an end connected to the earth retaining wall; and a PC steel material which has one end fixed to the inside of the base, is horizontally elongated via the end from the base, and has the other end fixed to the outside of the base with tensile force introduced.
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上面的挡土墙上时底座的端部连接到挡土墙。解决方案：设置在地面上的使用挡土墙的建筑基础包括：底座，设置在地面的下方并垂直于地面挡土墙，并具有连接到土挡墙的端部; 并且其一端固定在基座的内侧的PC钢材料经由底座的端部水平伸长，并且另一端在引入拉力的情况下固定到基座的外侧。版权所有（C）2012，JPO＆INPIT

3. 发明专利

JP2009102915A Method of treating extra-fill concrete and extra-fill concrete treatment tool 有权
标题翻译：处理超细混凝土和超细混凝土处理工具的方法
公开(公告)号：JP2009102915A
公开(公告)日：2009-05-14
申请号：JP2007276840
申请日：2007-10-24
申请人： Kumagai Gumi Co Ltd , 株式会社熊谷組
发明人： OGAWA ATSUSHI , MORI TOSHIHIRO
IPC分类号： E02D5/34
摘要： PROBLEM TO BE SOLVED: To provide an extra-fill concrete treatment tool capable of easily removing extra-fill concrete and installable and removable easily and also provide a method of treating extra-fill concrete using the treatment tool.
SOLUTION: This extra-fill concrete treatment tool 10 comprises a cylindrical separating tube 11, a bottom plate 12 which is attached to the lower part of the separating tube 11 and in which a tremie hole 12a is formed, and a cover member 13 formed of an elastic member which is installed on the peripheral edge part of the tremie hole 12a in the bottom plate. The extra-fill concrete treatment tool 10 is disposed on the inside of the core reinforcements 53 of a cage 50, and slime and defective concrete are stacked in the space between the side surface of the treatment tool 10 and the inner wall 40a of a drilled hole 40. Consequently, the defective concrete is not stacked on the inside of the core reinforcements 53.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：提供一种能够容易地去除多余的混凝土并且可以容易地拆卸并且可安装和移除的额外的混凝土处理工具，并且还提供使用该处理工具处理补给混凝土的方法。解决方案：该补充混凝土处理工具10包括圆柱形分离管11，底板12，其附接到分离管11的下部，并且其中形成有颤音孔12a和盖构件 13，其由安装在底板的颤音孔12a的周缘部的弹性构件构成。补充混凝土处理工具10设置在保持架50的芯加强件53的内侧，并且在处理工具10的侧表面和钻孔的内壁40a之间的空间中堆积粘泥和有缺陷的混凝土因此，有缺陷的混凝土不会堆叠在核心增强件53的内部。版权所有（C）2009，JPO＆INPIT

4. 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

5. 发明专利

JP2005290799A Pile head joint structure 有权
标题翻译：桩头接头结构
公开(公告)号：JP2005290799A
公开(公告)日：2005-10-20
申请号：JP2004106375
申请日：2004-03-31
申请人： Ando Corp , Aoki Asunaro Kensetsu Kk , Hazama Corp , Kumagai Gumi Co Ltd , Maeda Corp , Ohki Corp , Ps Mitsubishi Construction Co Ltd , Seibu Construction Co Ltd , Zenitaka Corp , 前田建設工業株式会社 , 大木建設株式会社 , 安藤建設株式会社 , 株式会社ピーエス三菱 , 株式会社熊谷組 , 株式会社錢高組 , 株式会社間組 , 西武建設株式会社 , 青木あすなろ建設株式会社
发明人： WATANABE NORIO , MORI TOSHIHIRO , OGAWA ATSUSHI
IPC分类号： E02D5/34 , E02D27/00 , E02D27/12
摘要： PROBLEM TO BE SOLVED: To solve the problem on a conventional pile head joint structure that a pile head portion is easily damaged by stress concentration on the axial center side of the upper face of the pile head portion.
SOLUTION: In this pile head joint structure, an upper face 4 of the pile head portion 3 of a pile (a cast-in-place concrete pile 1) and a lower face 5 of a foundation portion (a footing 2) of a structure are joined to each other via a joint portion 8 and the joint portion 8 is formed coaxial with the pile 1 and columnar with a diameter smaller than the diameter of the pile. The pile head portion 3 has a pile head portion reinforcing cylinder body 11 mounted to encircle only a peripheral face 9 of the pile head portion 3. The pile head portion reinforcing cylinder body 11 constrains the peripheral face 9 of the pile head portion 3 to prevent the peripheral expansive deformation of the pile head portion 3.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：解决问题：为了解决在桩头部分的上表面的轴向中心侧的应力集中容易损坏桩头部分的常规桩头接头结构的问题。解决方案：在该桩头接头结构中，桩的桩头部分3（现浇混凝土桩1）和基础部分（基脚2）的下表面5的上表面4，的结构通过接合部8彼此接合，并且接合部8与直径小于桩的直径的桩1和柱状体同轴地形成。桩头部分3具有安装成只包围桩头部分3的周面9的绒头头部加强筒体11.绒头部分增强筒体11约束绒头部分3的周面9以防止桩头部分3的周边膨胀变形。版权所有（C）2006，JPO＆NCIPI

6. 发明专利

JP2003342963A Underground structure 有权
标题翻译：地下结构
公开(公告)号：JP2003342963A
公开(公告)日：2003-12-03
申请号：JP2002155707
申请日：2002-05-29
申请人： Kumagai Gumi Co Ltd , 株式会社熊谷組
发明人： WATANABE NORIO , MORI TOSHIHIRO , OGAWA ATSUSHI
IPC分类号： E02D29/045 , E02D5/20 , E21D13/00
摘要： PROBLEM TO BE SOLVED: To overcome the problem such that earthquake resistance is not adequately exerted on a force in an in-plane direction along a wall surface of an underground wall in a conventional underground structure. SOLUTION: This underground structure is constituted by combining an earth retaining wall (soil cement column row wall 2) with a reinforced concrete underground structure; the earth retaining wall is constructed by erecting and arranging long earth retaining materials (H-section steel 1) which are constituted in such a manner that the long plates are coupled together by a coupling plate in the state of facing each other; the reinforced concrete underground structure is constructed on the side of one long plate (1a) which is located on the other side of natural ground; and a reinforcing bar of the reinforced concrete underground structure and the earth retaining wall are coupled together by a coupling material (U-shaped coupling reinforcing bar 15). For example, a column main reinforcement (11) of the reinforced concrete underground structure and a beam reinforcement thereof are coupled with the earth retaining material by the coupling material. COPYRIGHT: (C)2004,JPO
摘要翻译：要解决的问题：为了克服在常规地下结构中沿着地下壁的壁面在面内方向上的力不能充分施加抗震性的问题。解决方案：这种地下结构是将土挡土墙（土体水泥柱排墙2）与钢筋混凝土地下结构相结合构成的; 挡土墙是通过竖立和布置长的接地保持材料（H型钢1）而构成的，该长的接地保持材料（H型钢1）以这样的方式构成，即长板通过联接板以彼此面对的状态联接在一起; 钢筋混凝土地下结构构造在位于自然地面另一侧的一个长板（1a）的一侧; 并且钢筋混凝土地下结构的钢筋和土挡土墙通过联接材料（U形联接筋15）联接在一起。例如，钢筋混凝土地下结构的柱主加固件（11）及其梁加强件通过联接材料与接地保持材料相连接。版权所有（C）2004，JPO

7. 发明专利

JP2012117204A Foundation for supporting building on ground 审中-公开
标题翻译：基地支持地基建设
公开(公告)号：JP2012117204A
公开(公告)日：2012-06-21
申请号：JP2010264772
申请日：2010-11-29
申请人： Kumagai Gumi Co Ltd , 株式会社熊谷組
发明人： MORI TOSHIHIRO , OGAWA ATSUSHI
IPC分类号： E02D27/34 , E04B1/20
摘要： PROBLEM TO BE SOLVED: To reduce the number of reinforcing bars inside a bottom slab, to reduce the thickness of the bottom slab, and to economically construct the foundation of a building by reducing required flexural strength of the bottom slab between a footing under the building and a side wall at an interval from the footing in the horizontal direction.SOLUTION: The foundation for supporting the building on the ground includes: the footing under the building installed in the ground; the side wall provided at an interval from the footing in a first horizontal direction and vertically to the first horizontal direction in the ground and separated from the building; and the bottom slab provided between a position separated downwards from the surface of the ground on the side wall and the footing, whose one end is fixed to the side wall at the position and other end is adjacent to the footing so as to be rotated around a rotary axis extending in a second horizontal direction orthogonal to the first horizontal direction.
摘要翻译：要解决的问题：为了减少底板内的钢筋的数量，以减小底板的厚度，并且通过减少底板在底脚之间的所需弯曲强度来经济地构造建筑物的基础在建筑物下方和与水平方向上的基脚间隔的侧壁。解决方案：支持建筑物的基础包括：建筑物下方的脚下安装在地面上; 所述侧壁在所述地面中沿着第一水平方向并且垂直于所述第一水平方向与所述基脚间隔设置并与所述建筑物分离; 并且所述底板设置在从所述侧壁上的地面的表面向下分离的位置与所述基脚之间，所述底脚的一端固定在所述位置处的侧壁并且另一端与所述基脚相邻以便围绕旋转轴在与第一水平方向正交的第二水平方向上延伸。版权所有（C）2012，JPO＆INPIT

8. 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

9. 发明专利

JP2009102907A Processing method of extra-banking concrete and processing tool of extra-banking concrete 审中-公开
标题翻译：超外压混凝土加工工艺及其加工工艺
公开(公告)号：JP2009102907A
公开(公告)日：2009-05-14
申请号：JP2007276596
申请日：2007-10-24
申请人： Kumagai Gumi Co Ltd , 株式会社熊谷組
发明人： MORI TOSHIHIRO , OGAWA ATSUSHI
IPC分类号： E02D5/34
摘要： PROBLEM TO BE SOLVED: To provide a processing tool of extra-banking concrete and a processing method of the extra-banking concrete using the processing tool of extra-banking concrete which can easily remove the extra-banking concrete, and can facilitate mounting work and removal work.
SOLUTION: The processing tool 10 of extra-banking concrete is constituted by a cylindrical body 13 and an annular member 14. The cylindrical body 13 is provided with a cylindrical separation pipe 11 and a bottom plate 12 attached to the bottom of the cylindrical separation pipe 11, and the inner edge part of the annular member 14 is placed on the lower part side of the cylindrical body 13 which is arranged outside of a core reinforcing iron bar 53 on the inner side of a main reinforcement 51. Then defective concrete is taken into the interior of the separation pipe 11 from the space between a tremie hole 12a provided in the center of the bottom plate 12 and a tremie tube 55, and slime is taken in from a slit 14a provided to the annular member 14. Thus, only the slime can accumulate outside the cylindrical body 13.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：提供一种超银行混凝土的加工工具，以及采用银行外混凝土加工工具的银行间混凝土的加工方法，可以方便地除去银行外混凝土，并可以方便安装工作和拆卸工作。解决方案：银行外混凝土的加工工具10由圆柱形主体13和环形构件14构成。圆柱体13设置有圆柱形分离管11和底板12，底板12附接到圆筒状分离管11，环状部件14的内缘部位于配置在主加强件51的内侧的芯加强铁棒53的外侧的筒状体13的下部侧。混凝土从设置在底板12的中心的颤音孔12a和颤音管55之间的空间被吸入分离管11的内部，并且从设置在环状构件14上的狭缝14a中取出粘液。因此，只有粘液才能积聚在圆柱体13之外。版权所有（C）2009，JPO＆INPIT

10. 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

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