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1. 发明专利

JP2004244870A Tensile resistance type pile head structure 审中-公开
标题翻译：拉伸电阻型头部结构
公开(公告)号：JP2004244870A
公开(公告)日：2004-09-02
申请号：JP2003034275
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： HIDAKA NORIHIRO , NISHIHARA HIROSHI , NAKANE HIROSHI , WATANABE NORIO , IGARASHI HARUTO , WATANABE KAZUHIRO , NODA KAZUMASA , MIURA KOICHI , KITAWAKI MICHIO
IPC分类号： E02D27/34
摘要： PROBLEM TO BE SOLVED: To provide a tensile resistance type pile head structure for surely reducing bending moment generated in a joining part of an upper structure and a lower structure even when floating force acts on a pile head.
SOLUTION: Prestresses are applied to bearing rubber 33 of a rubber bearing 3 arranged between a lower part of a footing 1 being a foundation of the upper structure and a head part of a foundation pile 2 being the lower structure by a prestress applying means 4 having a plurality of PC stranded wires 41 having one end side 41a embedded in the head part of the foundation pile 2, having the other end side 41b fixed to an upper part or an intermediate part of the footing 1, and to which prescribed tensional force is applied in advance, and tensile force is prevented from acting on the bearing rubber 33.
COPYRIGHT: (C)2004,JPO&NCIPI
摘要翻译：要解决的问题：为了提供一种抗拉型桩头结构，即使当浮力作用在桩头上时，也可以确保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：将预应力施加到橡胶轴承3的轴承橡胶33上，所述橡胶轴承3布置在作为上部结构的基础的基脚1的下部和基础桩2的头部之间，该基础桩2是通过预应力施加的下部结构具有多个PC绞线41的装置4，其具有嵌入基础桩2的头部中的一个端部边缘41a，另一端侧41b固定到基脚1的上部或中间部分，并且规定提前施加张力，并且防止拉力作用在轴承橡胶33上。版权所有（C）2004，JPO＆NCIPI

2. 发明专利

JP2006183339A Pile head finishing cap for cast-in-place pile 审中-公开
标题翻译：用于铸造桩的桩头修边
公开(公告)号：JP2006183339A
公开(公告)日：2006-07-13
申请号：JP2004378718
申请日：2004-12-28
申请人： Ando Corp , Aoki Asunaro Kensetsu Kk , Hazama Corp , Kumagai Gumi Co Ltd , Maeda Corp , Ohki Corp , Masaharu Ookawa , Ps Mitsubishi Construction Co Ltd , Seibu Construction Co Ltd , Zenitaka Corp , 前田建設工業株式会社 , 将玄大川 , 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： OOKAWA MASAHARU , WATANABE NORIO , HIDAKA NORIHIRO , TABATA TAKU , KAKEO TOSHIAKI , GOTO AKIHIKO , MINE CHIKAHITO , SASAHARA ATSUSHI , FURUSAWA AKIHIKO
IPC分类号： E02D5/34 , E02D27/12
摘要： PROBLEM TO BE SOLVED: To provide a pile head finishing cap for a cast-in-place pile which is small in size, light in weight, and for use in the construction of a concrete pile which is equipped with core reinforcements secured to a superstructure or a foundation of the same.
SOLUTION: The pile head finishing cap 10 for the cast-in-place pile is for use in the construction of the concrete pile 40 which is secured to the superstructure or the foundation thereof and has a plurality of the core reinforcements 21M exposed therefrom. The pile head finishing cap 10 is formed of a cylindrical cap body 11 and a protective pipe 15. The cylindrical cap body 11 has a cylindrical pipe 12, an upper cover 13, and a bottom cover 14, and the upper cover 13 and the bottom cover 14 have introduction holes 13m, 14m for introducing a tremie pipe 30 into the cylindrical pipe 12, and through holes 13n, 14n for allowing the penetration of the core reinforcements 21M therethrough, respectively. The protective pipe 15 is mounted to the upper cover 13 of the cap body 11, and functions to house therein the tip of each core reinforcement 21M protruding from the upper cover 13 and to protect the same. Herein the cap length of the cap body 11 is set to a length 10 to 30 cm longer than the scheduled placement height of extra-filling concrete 41.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供一种用于现场小型桩的桩头整理帽，其尺寸小，重量轻，并且用于建造具有固定的核心增强件的混凝土桩到一个上层建筑或一个基础。解决方案：用于现浇桩的桩头整理盖10用于混凝土桩40的结构，该混凝土桩40固定到上层结构或其基础上，并且具有多个芯部加强件21M暴露由此。桩头整理盖10由圆筒形盖体11和保护管15形成。圆筒形盖体11具有圆柱形管12，上盖13和底盖14，上盖13和底部盖14具有用于将筒状管30引入圆筒管12的引入孔13m，14m，以及用于允许芯加强件21M穿过其的通孔13n，14n。保护管15安装在盖主体11的上盖13上，用于容纳从上盖13突出的每个芯加强件21M的前端并保护其。这里，盖主体11的盖长度被设定为比额外填充混凝土41的预定放置高度长10至30厘米的长度。版权所有：（C）2006，JPO＆NCIPI

3. 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

4. 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

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

JP2011043029A Building 有权
标题翻译：建造
公开(公告)号：JP2011043029A
公开(公告)日：2011-03-03
申请号：JP2009193477
申请日：2009-08-24
申请人： Kumagai Gumi Co Ltd , 株式会社熊谷組
发明人： WATANABE NORIO
IPC分类号： E02D27/34 , E02D3/12 , E02D27/12
摘要： PROBLEM TO BE SOLVED: To shorten a length of a pile, and to economically work the pile by reducing frictional resistance received from soil in order to prevent the pile from being sunk. SOLUTION: This building includes a plurality of the piles provided horizontally and directionally with a space in the soil, and extended upward, respectively, from the soil, and a plate-like member provided perpendicularly with respect to each pile on the soil, and fixed to each pile while surrounding each pile. A surface layer of the soil is soil-improved, and a slab having a plurality of through-holes for receiving the plate-like member is provided on the soil. COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：为了缩短桩的长度，并通过减少从土壤接收的摩擦阻力来经济地对桩施加工作，以防止桩被沉没。解决方案：该建筑物包括多个水平地和方向地设置在土壤中的空间的堆，并且分别从土壤向上延伸，并且相对于土壤上的每个桩垂直地设置的板状构件并在每一堆周围固定到每一堆。土壤的表面层被改善，并且在土壤上设置具有用于容纳板状构件的多个通孔的板坯。版权所有（C）2011，JPO＆INPIT

7. 发明专利

JP2009013610A Extra-banking concrete collecting tool 审中-公开
标题翻译：超大型混凝土收集工具
公开(公告)号：JP2009013610A
公开(公告)日：2009-01-22
申请号：JP2007174308
申请日：2007-07-02
申请人： Kumagai Gumi Co Ltd , 株式会社熊谷組
发明人： WATANABE NORIO
IPC分类号： E02D5/34
摘要： PROBLEM TO BE SOLVED: To provide an extra-banking concrete collecting tool, easily removing extra-banking concrete in a semi-hardened state, reusable and having high strength.
SOLUTION: This extra-banking concrete collecting tool 100, which is mounted on the top of a reinforcement cage 31, comprises: a collecting tool body 11 formed of an annular plate material, in which a tremie hole 11a is formed in the center, and radial slits 13 are formed in the periphery of the tremie hole 11a; and a circumferential rib 12 provided on the peripheral edge part of the collecting tool body 11, wherein the peripheral edge part of the collecting tool body 11 is reinforced by the circumferential rib 12.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：为了提供一种超级银行混凝土收集工具，可以轻松地在半硬化状态下去除银行间混凝土，可重复使用并具有高强度。解决方案：安装在加强笼31的顶部的这种外部银行混凝土收集工具100包括：由环形板材料形成的收集工具主体11，在该收集工具主体11中形成有颤音孔11a 中心和径向狭缝13形成在颤音孔11a的周边; 以及设置在收集工具主体11的周边部分上的周向肋条12，其中收集工具主体11的周缘部分由周向肋条12加强。版权所有：（C）2009，JPO＆INPIT

8. 发明专利

JP2005282212A Construction method of cast-in-place concrete pile 审中-公开
标题翻译：铸造混凝土桩的施工方法
公开(公告)号：JP2005282212A
公开(公告)日：2005-10-13
申请号：JP2004099623
申请日：2004-03-30
申请人： Fatec:Kk , Kumagai Gumi Co Ltd , 株式会社ファテック , 株式会社熊谷組
发明人： SATO KOICHI , KANAMORI SEIJI , NONAKA SUGURU , WATANABE NORIO
IPC分类号： E02D5/34 , C04B22/12 , C04B24/12 , C04B24/16 , C04B24/26 , C04B28/02
摘要： PROBLEM TO BE SOLVED: To construct a highly reliable concrete pile even when there are infiltration water and pressured underground water, by simplifying pile head processing.
SOLUTION: The ground 50 is excavated by using an excavation machine such as an earth drill. After stabilizing an excavation hole wall, when constructing the concrete pile 10 by placing concrete by inserting a reinforcement gabion 54 into an excavation hole 53, after placing the predetermined depth of high self-leveling water resistant concrete 11 of blending a polyether-based water reducing agent including a carboxyl group, and an admixture including (A) a first water soluble low molecular weight compound selected from a cationic surface active agent and (B) a second water soluble low molecular weight compound selected from an anionic aromatic compound, with cement, water, a coarse aggregate and a fine aggregate, the concrete pile 10 is constructed by placing ordinary concrete 12 kneaded with water, ordinary Portland cement and an aggregate.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：即使有渗水和加压地下水，也可以通过简化桩头加工来构建高可靠性的混凝土桩。解决方案：地面50采用挖掘机如土钻，挖掘。在稳定挖掘孔壁之后，当通过将加固石笼54插入挖掘孔53中来设置混凝土构造混凝土桩10时，在布置预定深度的混合聚醚基减水的高自流平防水混凝土11之后包括羧基的试剂和包含（A）选自阳离子表面活性剂的第一水溶性低分子量化合物和（B）选自阴离子芳族化合物的第二水溶性低分子化合物与水泥的混合物，水，粗骨料和细骨料，混凝土桩10是通过将普通混凝土12与水，普通波特兰水泥和骨料混合而构成的。版权所有（C）2006，JPO＆NCIPI

9. 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

10. 发明专利

JP2011167596A Method of cleaning underground oil-contaminated area 有权
标题翻译：清洁地下油污染区域的方法
公开(公告)号：JP2011167596A
公开(公告)日：2011-09-01
申请号：JP2010031527
申请日：2010-02-16
申请人： Kumagai Gumi Co Ltd , 株式会社熊谷組
发明人： KADOKURA NOBUYUKI , WATANABE NORIO , SASAKI SHIZUO , TOROU SHUZO , MURAKAMI JUNYA
IPC分类号： B09C1/10
摘要： PROBLEM TO BE SOLVED: To provide a cleaning method capable of effectively cleaning an underground oil-contaminated area.
SOLUTION: The method of cleaning an oil-contaminated area is characterized by repeating a series of operations comprised of a first operation A of lowering the underground water level to a lower position relative to an underground oil-contaminated area to turn the same into an unsaturated state, a second operation B of supplying the underground oil-contaminated area turned into an unsaturated state with an aerobic bacterium, and a third operation C of returning the underground water level to the normal water level subsequent to allowing the aerobic bacterium to decompose the oil component present in the underground oil-contaminated area. An underground oil-contaminated area can be cleaned by simply carrying out the first operation A, the second operation B, the third operation C, and a fourth operation D of lowering the underground water level to a lower position relative to the underground oil-contaminated area to turn the same into an unsaturated state whereby allowing the aerobic bacterium to decompose the oil component present in the underground oil-contaminated area, subsequent to carrying out the third operation C.
COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：提供能够有效地清洗地下油污染区域的清洁方法。解决方案：清洁油污染区域的方法的特征在于重复一系列操作，其包括将地下水位降低到相对于地下油污染区域的较低位置的第一操作A，以使其相同进入不饱和状态的第二操作B，向需氧细菌提供变成不饱和状态的地下油污染区域的第二操作B，以及在允许需氧细菌到分解存在于地下油污染地区的油分。可以通过简单地执行第一操作A，第二操作B，第三操作C和将地下水位降低到相对于地下油污染的较低位置的第四操作D来清洁地下油污染区域面积使其变为不饱和状态，从而允许好氧细菌在进行第三次手术后，分解存在于地下油污染区域的油分。C.版权所有（C）2011年，JPO＆INPIT

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