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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

JP2004218201A Differential-settlement controllable foundation structure of structure 审中-公开
公开(公告)号：JP2004218201A
公开(公告)日：2004-08-05
申请号：JP2003003563
申请日：2003-01-09
申请人： Mutsuto Kawahara , Ohki Corp , 大木建設株式会社 , 睦人川原
发明人： KAWAHARA MUTSUTO , NAKANE HIROSHI , HIRASAWA MASAMI , KATO SHIYOUICHIRO
IPC分类号： E02D27/34 , E02D35/00
摘要： PROBLEM TO BE SOLVED: To provide the differential-settlement controllable foundation structure of a structure, the cost of which is reduced, in which a differential settlement is controlled easily and which can be worked even as the foundation of the structure.
SOLUTION: A plurality of hollow columnar bodies, which are formed of an expansible and contractible material in the lower ground of the structure and filled with an incompressible fluid, are installed at intervals in a specified directionality in the sideway direction to the plane shape of the structure, the columnar bodies and a fluid supply source are made to communicate and the fluid can be made to flow in and out to and from the columnar bodies. The fluid is made to flow in and out selectively to and from a plurality of the columnar bodies in response to the quantity of the differential settlement of the structure detected by a sensor, and the differential settlement is corrected and controlled by expanding and contracting the columnar bodies.
COPYRIGHT: (C)2004,JPO&NCIPI

3. 发明专利

JP2004353244A Joint structure of steel pipe column and foundation 审中-公开
公开(公告)号：JP2004353244A
公开(公告)日：2004-12-16
申请号：JP2003150968
申请日：2003-05-28
申请人： Ohki Corp , 大木建設株式会社
发明人： NAKANE HIROSHI , OGAWA MASA , KAKEO TOSHIAKI , ARAKAWA GEN , HANAI NOBUAKI
IPC分类号： E02D27/00 , E04B1/24 , E04B1/58
摘要： PROBLEM TO BE SOLVED: To provide the joint structure of a steel pipe column and a foundation simple in constitution with good workability and high earthquake resistance.
SOLUTION: In this joint structure of the steel pipe column and foundation, the steel pipe column and foundation are integrally joined by a reinforcing bar extending into the steel pipe column from the foundation, and concrete filled in the steel pipe column to a prescribed height and solidified; a fixed clearance is provided between the upper end of the foundation and the lower end of the steel pipe column; and a tapered reduced diameter part is formed at a concrete column part lower end of the clearance.
COPYRIGHT: (C)2005,JPO&NCIPI

4. 发明专利

JP2003278402A Piloti building with built-in damper 审中-公开
标题翻译： PILOTI建筑与内置阻尼器
公开(公告)号：JP2003278402A
公开(公告)日：2003-10-02
申请号：JP2002087928
申请日：2002-03-27
申请人： Jfe Steel Kk , Jfeスチール株式会社 , Ohki Corp , 大木建設株式会社
发明人： NAKANE HIROSHI , OGAWA MASA , ARAKAWA GEN , KAMURA HISAYA , ITO SHIGEKI
IPC分类号： E04B1/20 , E04H9/02 , F16F15/02
摘要： PROBLEM TO BE SOLVED: To provide a piloti building that supports vertical loads applied to it and effectively attenuates horizontal forces acting upon it during an earthquake without impairing the flexibility of the building. SOLUTION: In a piloti building having an open space formed in floors above ground where a plurality of independent columns 6 supporting the building body 5a are arranged, a damper 32 is installed within a dead space 23 that does not hinder human movement spaces in the floors above ground, and the damper 32 connects together upper and lower slide wall bodies 34a and 34b divided via a horizontal slide division surface 33 by means of a steel-made damping member installed, across above and below the horizontal slide division surface 33 and absorbing energies through its shearing strain or deflection due to bending, e.g. a damping member 35 made of a steel material with a low yield point, and the upper and lower slide wall bodies 34a and 34b are respectively fixed to a bottom end beam 8c and a floor frame 29 of the building body 5a. COPYRIGHT: (C)2004,JPO
摘要翻译：要解决的问题：提供一种支撑施加于其上的垂直载荷的导轨建筑物，并有效地减弱地震期间作用在其上的水平力而不损害建筑物的灵活性。解决方案：在具有形成在地面上的开放空间的导轨建筑物中，其中布置有支撑建筑物体5a的多个独立的列6，阻尼器32安装在不妨碍人类移动空间的死空间23内在地面上的地板上，阻尼器32连接在上下滑动壁体34a和34b上，上滑动壁体34a和下滑动壁体34b通过水平滑动分隔表面33分开，该钢水滑块分隔表面33通过安装在水平滑动分隔表面33的上方和下方的钢制阻尼构件并通过其剪切应变或由弯曲引起的挠曲来吸收能量，例如由低屈服点的钢材制成的阻尼构件35，上下滑动壁体34a和34b分别固定在建筑物体5a的底端梁8c和地板框架29上。版权所有（C）2004，JPO

5. 发明专利

JP2005009172A Structure and method for joining concrete-filled square steel-pipe column and reinforced concrete beam together 审中-公开
标题翻译：混凝土方钢管柱和钢筋混凝土梁的结构与方法
公开(公告)号：JP2005009172A
公开(公告)日：2005-01-13
申请号：JP2003174431
申请日：2003-06-19
申请人： Ohki Corp , 大木建設株式会社
发明人： NAKANE HIROSHI , OGAWA MASA , KAKEO TOSHIAKI , ARAKAWA GEN , HANAI NOBUAKI
IPC分类号： E04B1/30
摘要： PROBLEM TO BE SOLVED: To provide a joining structure and a construction method for a concrete-filled square steel-pipe column and a reinforced concrete beam, which enable the effective utilization of the total strength of a main reinforcement of the beam, and which prevent an opening leakage from being caused by leakage of concrete from a gap between a horizontal hole of the steel-pipe column and the main reinforcement of the beam, passing through the horizontal hole.
SOLUTION: In the method for joining the concrete-filled square steel-pipe column and the reinforced concrete beam together, a beam reinforcement 5, which is composed of a deformed bar with a screw, is arranged in such a manner as to penetrate the whole of a beam reinforcement inserting hole 3 of opposed peripheral side face plates 2 of the square steel-pipe column 1; each anchorage fitting 6 with a female screw, which is screwed into the beam reinforcement 5, is pressure-bonded to outer surfaces of the opposed peripheral side face plates 2 outside the column 1; a diameter-enlarged flange 7 for reducing bearing pressure and preventing the leakage of the concrete from the opening is integrally provided on the side of the contact with the column 1 in the anchorage fitting 6; and the concrete 13 and the concrete 14 are placed in such a manner that the beam reinforcement 5 is embedded inside the column 1 and on the beam side of the column 1. Each of the anchorage fittings 6 with the female screw is mounted before the concrete 13 is placed.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：为了提供一种混凝土填充的方钢管柱和钢筋混凝土梁的接合结构和施工方法，其能够有效地利用梁的主加强筋的总强度，并防止混凝土从钢管柱的水平孔和梁的主加强件之间的间隙泄漏引起的开口泄漏。解决方案：在将混凝土填充的方钢管柱和钢筋混凝土梁连接在一起的方法中，由具有螺钉的变形杆组成的梁加强件5以如下方式布置：贯穿方钢管柱1的相对的周向侧面板2的整个加强梁插入孔3; 每个具有插入梁加强件5的内螺纹的锚固件6被压接在柱1外侧的相对的周向侧面板2的外表面上; 用于降低轴承压力并防止混凝土从开口泄漏的直径扩大凸缘7在与锚固件6中的柱1的接触侧一体地设置; 并且混凝土13和混凝土14以这样的方式放置，使得梁加强件5嵌入柱1内和柱1的梁侧。具有内螺纹的每个锚固配件6安装在混凝土 13放置。版权所有（C）2005，JPO＆NCIPI

6. 发明专利

JP2004270326A Precast member for constructing structure imitating masonry work or the like, and method of manufacturing the same 有权
公开(公告)号：JP2004270326A
公开(公告)日：2004-09-30
申请号：JP2003063409
申请日：2003-03-10
申请人： Ohki Corp , Zokei Shudan:Kk , 大木建設株式会社 , 株式会社造形集団
发明人： MIYAZAKI YOSHIMITSU , ASAI YUTARO , SUDA MATSUJIRO , NAKANE HIROSHI , HIRASAWA MASAMI , OHIRA HISAKAZU
IPC分类号： E02B3/14 , B28B1/14 , B28B7/16 , E02D29/02
摘要： PROBLEM TO BE SOLVED: To provide a precast member for constructing a structure which has an imitation molding pattern of masonry work or the like on the surface thereof, the imitation molding pattern compatible with natural landscapes without arousing a sense of discomfort even if the precast members are combined with each other in a large number, to thereby contribute to the restoration of a natural environment.
SOLUTION: The retaining wall constructing precast member 1 imitating a stone fence has a main body 2 which is made of a flowable hardener hardenable over time, and the main body has a recessed groove 3 imitating a joint portion formed in the surface thereof in order to form a shape 6 by imitating the joint portion of piled stones in the stone fence. The recessed groove 3 extends in irregular directions while having irregular widths, depths, etc., and in this manner the shape 6 of a piled stone pattern is formed on the surface of the member. The shape 6 can be arbitrarily formed on each member, and therefore various types of masonry patterns are formed. Then fibrous materials 4 may be mounted in a cavity of the recessed groove 3, and therefore soil, moisture, etc. flowing into the recessed groove 3 may be retained in the same by a fibrous materials 4 which contributes to the formation of a space where small animals and plants can live.
COPYRIGHT: (C)2004,JPO&NCIPI

7. 发明专利

JP2004116171A Wall unit having damper incorporated therein, and building wall construction method 有权
公开(公告)号：JP2004116171A
公开(公告)日：2004-04-15
申请号：JP2002282212
申请日：2002-09-27
申请人： Jfe Steel Kk , Jfeスチール株式会社 , Ohki Corp , 大木建設株式会社
发明人： ARAKAWA GEN , OGAWA MASA , NAKANE HIROSHI , KAMURA HISAYA , ITO SHIGEKI
IPC分类号： E04H9/02 , F16F15/02
摘要： PROBLEM TO BE SOLVED: To provide a wall unit which bears a vertical load of a building, and effectively damps a horizontal force applied to the building at the time of an earthquake without marring the flexibility of the building.
SOLUTION: The wall unit 11 having a damper incorporated therein is set in a structural plane enclosed by upper-and lower-story beams 22a, 22b, and columns 23. The wall unit 11 is formed of upper and lower slide wall bodies 12a, 12b parted via a horizontal slide parting plane 13. The wall bodies 12a, 12b are combined with each other by a damping member 14 which is arranged in a manner of vertically crossing over the horizontal slide parting plane 13 and formed of low-yield strength steel that absorbs energy by shearing deformation or/and bending deformation. Upper and lower portions of each of the slide wall bodies 12a, 12b serve as fixing portions to the beams 22a, 22b on upper and lower stories, respectively. Further, gaps 24 are defined between both sides of each of the slide wall bodies 12a, 12b and the columns 23 as non-fixing portions, respectively.
COPYRIGHT: (C)2004,JPO

8. 发明专利

JP2004050158A Heavy metal immobilizing material and method for treating contaminated soil 有权
公开(公告)号：JP2004050158A
公开(公告)日：2004-02-19
申请号：JP2002238623
申请日：2002-07-17
申请人： Natoo Kenkyusho:Kk , Ohki Corp , Pokuree:Kk , 大木建設株式会社 , 株式会社ナトー研究所 , 株式会社ポクレー
发明人： TAKEUCHI HITOSHI , SHIDARA YASUO , TAKEDA MASAMICHI , SANO TAKASHI , NAKANE HIROSHI , TADA EIJI , NAITOU NANAE , NAITO HIROYUKI
IPC分类号： E02D3/12 , B09C1/02 , B09C1/08 , C09K17/02 , C09K17/08 , C09K17/12 , C09K103/00
摘要： PROBLEM TO BE SOLVED: To provide a means for processing soil contaminated with heavy metals to an immobilized compound which does not stably emit the heavy metals for a long period of time in spite of contact with a solution exhibiting a pH of 4 to 9 which acidic rain may bring by treating the soil on site of ordinary temperature. SOLUTION: The immobilizing material (S) is composed of a powdery one-pack composite composition (PS) prepared by homogeneously mixing active silica (SS) having a silanol group, reactive alumina (SA), sodium hydroxide (SN), and calcia composition (SC), and further mixing a powder addition assisting composition (ST). The soil is treated in an immobilization treatment step in which reacting/curing conditions are applied to the mixture prepared by intimately mixing the immobilizing material (S) with a device for adding water to the contaminated soil. COPYRIGHT: (C)2004,JPO

9. 发明专利

JP2003328530A Mounting device and installing method of plate-like reforming material to building outer wall 审中-公开
标题翻译：板式改造材料的安装装置和安装方法建筑外墙
公开(公告)号：JP2003328530A
公开(公告)日：2003-11-19
申请号：JP2002133807
申请日：2002-05-09
申请人： Ohki Corp , Shonan Sash Shokai:Kk , 大木建設株式会社 , 株式会社湘南サッシ商会
发明人： KOYANAGI YOSHIO , NAKANE HIROSHI , ODATE MASANORI , YOSHIKAWA KOZO
IPC分类号： E04F13/21 , E04F13/08
摘要： PROBLEM TO BE SOLVED: To arrange mounting device so as to simplify a structure, so as not to require construction work labor, and so as not to increase a construction cost in a device and a method for mounting a plate-like reforming material while adjusting unevenness (projection-recess) of a building outer wall.
SOLUTION: This mounting device is characterized by being composed of the plate-like reforming material 27 for arranging upper and lower reforming material hanger members 30 and 31 on a back face, a backing hanger member 32 having locking claw parts 32b and 32c for locking the upper and lower reforming material hanger members 30 and 31, a springy fixing member 34 having a backing material support surface 34a for supporting the backing hanger member 32 and a springy leg part 34b for contacting with the outer wall 1, and an anchor member 33 for mounting the springy fixing member 34 on the outer wall 1 so that a level of the backing material support surface 34a can be adjusted via opening-closing operation of the springy leg part 34b.
COPYRIGHT: (C)2004,JPO
摘要翻译：要解决的问题：为了简化结构，为了不需要施工作业劳动，并且不增加装置中的施工成本，安装安装装置和安装板状重整方法同时调整建筑物外壁的不平坦度（突出凹陷）。解决方案：该安装装置的特征在于：由用于在后表面上设置上下重整悬挂构件30和31的板状重整材料27，具有锁定爪部分32b和32c的背衬悬挂构件32 用于锁定上部和下部重整材料悬挂构件30和31的弹性固定构件34具有用于支撑背衬悬挂构件32的背衬材料支撑表面34a和用于与外壁1接触的弹性腿部34b，以及锚固件用于将弹性固定构件34安装在外壁1上的构件33，使得可以通过弹性腿部34b的打开 - 关闭操作来调节背衬材料支撑表面34a的高度。版权所有（C）2004，JPO

10. 发明专利

JP2003278405A Damper in building 有权
标题翻译：阻尼器在建筑物
公开(公告)号：JP2003278405A
公开(公告)日：2003-10-02
申请号：JP2002087926
申请日：2002-03-27
申请人： Jfe Steel Kk , Jfeスチール株式会社 , Ohki Corp , 大木建設株式会社
发明人： ARAKAWA GEN , OGAWA MASA , NAKANE HIROSHI , KAMURA HISAYA , ITO SHIGEKI
IPC分类号： E04H9/02 , F16F15/02
摘要： PROBLEM TO BE SOLVED: To provide a building damper that supports the vertical loads of a building and effectively attenuates horizontal forces acting on the building during an earthquake without impairing the flexibility of the building.
SOLUTION: Within a wall surface surrounded by beams 2a and 2b and columns 11 of two adjacent floors, upper and lower slide wall bodies 14a and 14b divided via a horizontal slide division surface 13 are arranged and fixed respectively to the beams 2a and 2b of the adjacent floors, while they are kept separately from the columns 11. These upper and lower slide wall bodies 14a and 14b are connected together by a damping member 15 made of steel or the like with a low yield point, installed across above and below the horizontal slide division surface 13 and absorbing energies through its shearing strain and/or deflection due to bending.
COPYRIGHT: (C)2004,JPO
摘要翻译：要解决的问题：提供一种建筑物阻尼器，其支撑建筑物的垂直载荷并且有效地减弱在地震期间作用在建筑物上的水平力而不损害建筑物的柔性。解决方案：在由梁2a和2b以及两个相邻楼层的柱11围绕的壁表面内，经由水平滑动分割表面13分开的上下滑动壁体14a和14b分别布置并固定到梁2a和 2b的相邻楼层，同时它们与柱11分开。这些上下滑动壁体14a和14b通过由钢等制成的阻尼构件15以低屈服点连接在一起，安装在上面和在水平滑动分割表面13的下面，并通过其弯曲应变和/或挠曲吸收能量。版权所有（C）2004，JPO

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