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1. 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

2. 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

3. 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

4. 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

5. 发明专利

JP2004244872A Rubber bearing and pile head structure 审中-公开
标题翻译：橡胶轴承和桩头结构
公开(公告)号：JP2004244872A
公开(公告)日：2004-09-02
申请号：JP2003034283
申请日：2003-02-12
申请人： Ando Corp , Aoki Corp , Kumagai Gumi Co Ltd , Maeda Corp , Mutsubishi Rubber Co Ltd , Ohki Corp , Ps Mitsubishi Construction Co Ltd , Sumitomo Metal Ind Ltd , Zenitaka Corp , 住友金属工業株式会社 , 六菱ゴム株式会社 , 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 , 株式会社銭高組 , 株式会社青木建設
发明人： KITAJIMA KEIJI , TABATA TAKU , KAKEO TOSHIAKI , MORI TOSHIHIRO , IGARASHI HARUTO , KAWAKAMI TAKUSHI , KONNO OSAMU , MIURA KOICHI , KITAWAKI MICHIO
IPC分类号： E02D27/34
摘要： PROBLEM TO BE SOLVED: To provide a rubber bearing and a pile head structure for reducing bending moment generated in a joining part of an upper structure and a lower structure with a simple constitution.
SOLUTION: This rubber bearing 10 is formed by arranging bearing rubber 13 composed of a rubber elastic body superior in compression restoration property between a projecting upper bearing part 11 fixed to a lower part of a footing 1 and a recessed lower bearing part 12 fixed to a head part of a foundation pile 2. A projecting side surface of the upper bearing part 11 and a recessed inner peripheral surface of the lower bearing part 12 are joined by side receiving rubber 14; a void 14G is arranged between a lower end part of the side receiving rubber 14 and a recessed bottom surface of the lower bearing part 12; and a friction coefficient is reduced in a contact surface of the side receiving rubber 14 and the upper bearing part 11.
COPYRIGHT: (C)2004,JPO&NCIPI
摘要翻译：要解决的问题：提供一种橡胶轴承和桩头结构，以简单的结构减少在上部结构和下部结构的接合部分中产生的弯曲力矩。解决方案：该橡胶轴承10通过在固定到基脚1的下部的突出的上支承部11和凹下的下轴承部12之间布置由橡胶弹性体构成的压缩恢复性优异的轴承橡胶13 固定到基础桩2的头部。上轴承部11的突出侧面和下轴承部12的凹部内周面通过侧接收橡胶14接合; 侧接收橡胶14的下端部与下轴承部12的凹部底面之间设置有空隙14G，并且在侧面接收橡胶14和上轴承部11的接触表面中摩擦系数降低。（C）2004，JPO＆NCIPI

6. 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

7. 发明专利

JP2005290805A Pile head joint structure 有权
标题翻译：桩头接头结构
公开(公告)号：JP2005290805A
公开(公告)日：2005-10-20
申请号：JP2004106428
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 problems on a conventional pile head joint structure using a steel pipe as a joint portion reinforcing cylinder body that a pile head portion may be damaged, it is difficult to mount it on the outer peripheral face of a joint portion or the joint portion has lower destruction preventing effects.
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, the joint portion 8 is formed coaxial with the pile 1 and columnar with a diameter smaller than the diameter of the pile, and the joint portion 8 has the joint portion reinforcing cylinder body 14 mounted to encircle a peripheral face 9 of the joint portion 8. The joint portion reinforcing cylinder body 14 is formed of a fiber sheet.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题为了解决使用钢管作为桩头部分可能被损坏的接合部分增强筒体的常规桩头接头结构的问题，难以将其安装在外周面的接合部或接合部具有较低的防止破坏效果。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，的结构体通过接合部8彼此接合，接合部8与桩1的直径小于桩的直径的桩1和柱状体同轴地形成，接头部8具有接合部加强筒体 14包围着接合部8的周面9.接合部加强筒体14由纤维片形成。版权所有（C）2006，JPO＆NCIPI

8. 发明专利

JP2005290801A Pile head joint structure 有权
标题翻译：桩头接头结构
公开(公告)号：JP2005290801A
公开(公告)日：2005-10-20
申请号：JP2004106400
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 causing crack in a stress concentration portion as a contact portion between the lower end of a joint portion reinforcing cylinder body and the upper face of the pile head portion during earthquake.
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, the joint portion 8 is formed coaxial with the pile 1 and columnar with a diameter smaller than the diameter of the pile, and the joint portion 8 has the joint portion reinforcing cylinder body 14 mounted to encircle a peripheral face 12 of the joint portion 8. A gap H is provided between the lower end 15 of the joint portion reinforcing cylinder body 14 and the upper face 4 of the pile head portion 3.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题为了解决现有的桩头接头结构的问题，桩头部分由于在应力集中部分中的裂纹而容易损坏，作为接合部分增强筒体的下端之间的接触部分以及地震期间桩头部分的上表面。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，的结构体通过接合部8彼此接合，接合部8与桩1的直径小于桩的直径的桩1和柱状体同轴地形成，接头部8具有接合部加强筒体 14被安装成围绕接合部分8的周面12.间隙H设置在接合部分增强筒体14的下端15与绒头头部3的上表面4之间。 C）2006，JPO＆NCIPI

9. 发明专利

JP2015028242A 地盤アンカーの施工方法有权
标题翻译：接地锚杆施工方法
公开(公告)号：JP2015028242A
公开(公告)日：2015-02-12
申请号：JP2013157409
申请日：2013-07-30
申请人：株式会社熊谷組 , Kumagai Gumi Co Ltd , 構造工事株式会社 , Kozo Koji Kk
发明人： MORI TOSHIHIRO , ARAI TSUNEO
IPC分类号： E02D5/80
摘要：【課題】地盤アンカーの孔内への挿入抵抗を小さくできるとともに、地盤アンカーの引抜き耐力低下を防止できる地盤アンカーの施工方法を提供する。【解決手段】削孔手段及び液体を用いて地盤10に地盤アンカー挿入用の孔(ケーシング孔6又は孔5)を形成する削孔ステップと、孔内に注入材7を注入する第1の注入材注入ステップと、孔内に地盤アンカー1を挿入する地盤アンカー挿入ステップと、孔内に地盤アンカー1が挿入された後に当該孔内の液体が全て注入材7に置換されるまで孔内に注入材7を注入する第2の注入材注入ステップとを備え、第1の注入材注入ステップにおいては、地盤アンカー挿入ステップにおいて孔内に地盤アンカー1を挿入して地盤アンカー1の下端1aを孔底5aに接触させた場合に孔内の液体中で浮遊するスライムを地盤アンカー1の定着長部の上端位置40tよりも上方に移動させるために必要な量の注入材7を孔内に注入した。【選択図】図1
摘要翻译：要解决的问题：提供一种地锚的施工方法，其能够降低对地锚的孔的插入阻力，并且能够防止地锚的拉拔强度的降低。解决方案：施工方法包括通过使用钻孔装置和液体在地面10中形成地面锚定孔插入孔（壳体孔6或孔5）的钻孔步骤，将注射材料7注入孔中的第一注射材料注射步骤，将地面锚固件1插入孔中的锚固件插入步骤和将地面锚固件1插入其中之后，将注入材料7注入孔中直到孔中的液体完全被注射材料7代替的第二注入材料注入步骤该孔，在第一注射材料注入步骤中，将地面锚固件1插入到地面锚定插入步骤中的孔中，并且注射材料7被注入当地面锚固体1的下端1a与孔底接触时，用于移动在浮动在地面锚固体1的锚固长度部分的上端位置40t上方的孔中的液体中移动的粘液的必要量 5a。

10. 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

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