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1. 发明专利

JP2009221737A Joint structure of panel for repairing hydraulic structure 有权
标题翻译：用于修复液压结构的面板接头结构
公开(公告)号：JP2009221737A
公开(公告)日：2009-10-01
申请号：JP2008067094
申请日：2008-03-17
申请人： Geostr Corp , Kajima Corp , ジオスター株式会社 , 鹿島建設株式会社
发明人： WATANABE ARIHISA , ONO TOSHIO , MATSUBARA KOMEI , HONDA TOMOAKI , YAMANISHI HARUO , HANADA NORIAKI , MAKINO SHINICHI , NAKATANI IKUO , YOKOO AKIHIKO
IPC分类号： E02B5/02
摘要： PROBLEM TO BE SOLVED: To provide a joint structure of a panel, which can enhance the construction speed, construction accuracy, cut-off property, etc. of the panel in an installation method for the precast concrete panel for being installed in a flood control structure of a waterway etc. and a hydraulic concrete structure etc. of a river etc. SOLUTION: This joint structure, in which end surfaces of the precast concrete panels 10 for being stuck on a wall surface and a bottom surface are joined together through or without the medium of a cut-off material 11, employs a lap structure in which engaging portions 12 of uneven cross sections formed on the end surfaces of the panels are engaged with each other by means of an almost L-shaped protrusion 12a etc., so as to overlap each other, and employs a hinge structure which allows the thickness-direction turning of the panel by the cross-sectional shape of the uneven surface of the engaging portion 12. Panel installation operations are facilitated; panel-joint-direction displacement and panel-thickness-direction displacement caused by the irregularities of the wall surface etc. and the unevenness of a curved section etc. can be absorbed; and the cut-off property of a long cut-off material can be enhanced. COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：提供一种面板的接头结构，其可以在预制混凝土面板的安装方法中提高面板的施工速度，施工精度，切断性等水路等的防洪结构和河流的水力混凝土结构等。解决方案：该接合结构，其中预制混凝土板10的端面粘附在壁表面和底部表面通过或不通过切断材料11的介质连接在一起，采用搭接结构，其中形成在板的端面上的不平坦横截面的接合部分12通过几乎L- 形状突起12a等，以便彼此重叠，并且采用允许面板的厚度方向转动由接合部分12的不平坦表面的横截面形状的铰链结构。面板安装操作是促成可以吸收由壁面等的不规则性引起的面板关节方向位移和面板厚度方向位移等弯曲部的凹凸等。并且可以提高长截止材料的截止性能。版权所有（C）2010，JPO＆INPIT

2. 发明专利

JP2005273385A Continuously connecting structure for expansion joint of bridge 有权
标题翻译：连续扩展桥梁结构连接
公开(公告)号：JP2005273385A
公开(公告)日：2005-10-06
申请号：JP2004091513
申请日：2004-03-26
申请人： Kajima Corp , 鹿島建設株式会社
发明人： MASUMOTO KEITA , WADA NOBUHIDE , KANEUJI MAKOTO , IWAI MINORU , SAKATA NOBORU , SUDA KUMIKO , KANDA TETSUSHI , YAMANISHI HARUO
IPC分类号： E01C11/02 , E01D2/00 , E01D19/06 , E01D22/00 , E01D101/00
摘要： PROBLEM TO BE SOLVED: To provide a continuously connecting structure for an expansion joint which is arranged at a discontinuous portion at a midpoint or at an edge of a bridge, wherein the continuously connecting structure can exert sufficient expansion/contraction performance, vertical bearing performance, etc. by employing a joint member relatively simple in structure and low in cost.
SOLUTION: The joint member 10 is embedded in notches 8, 8 each formed in an upper portion of an edge of a bridge body (a bridge girder or a bridge abutment) which is arranged in a manner opposed to a counterpart across an expansion gap 4 at the midpoint or the edge of the bridge 1, in a manner slidable by means of a simple bearing or a plate. The joint member is made of high-toughness fiber-reinforced cement 11 which is obtained by blending Vinylon fibers etc. in a cement matrix, exhibits large pseudo-extensibility caused by cracking and dispersion, and has a suitable rigidity withstanding wheel loads. Then the joint member 10 is connected to the bridge body in one body by means of stress transfer members, anchors, couplers, etc.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：为了提供一种布置在桥的中点或边缘处的不连续部分的膨胀节的连续连接结构，其中连续结构可以发挥足够的膨胀/收缩性能，垂直轴承性能等，采用结构相对简单，成本低的接合件。解决方案：接合构件10嵌入在凹槽8,8中，每个凹口8,8形成在桥体（桥梁桥或桥台）的边缘的上部中，桥梁主体在桥梁1的中点或边缘处的膨胀间隙4以可以通过简单的轴承或板滑动的方式。接头构件由高韧性纤维增强水泥11制成，其通过将乙烯基纤维等混合在水泥基体中而获得，表现出由裂纹和分散性引起的大的假伸长性，并且具有适当的刚度承受轮负荷。然后，接头构件10通过应力传递构件，锚固件，联接器等一体地连接到桥体上。（C）2006年，JPO和NCIPI

3. 发明专利

JP2008106569A Rope type repairing scaffold and floating body type repairing scaffold 有权
标题翻译：帆布类型修理SCAFFOLD和浮动身体类型修复SCAFFOLD
公开(公告)号：JP2008106569A
公开(公告)日：2008-05-08
申请号：JP2006292285
申请日：2006-10-27
申请人： Kajima Corp , Kajima Renovate Kk , カジマ・リノベイト株式会社 , 鹿島建設株式会社
发明人： IWAMURA HIDEYO , YAMANISHI HARUO , TAKEUCHI SATOSHI , KANETANI KATSUHIKO , KATO KENJI , YOKOZEKI KOSUKE , SAITO TAKESHI
IPC分类号： E04G3/30 , E01D21/00 , E01D22/00
摘要： PROBLEM TO BE SOLVED: To provide a rope type repairing scaffold and a floating body type repairing scaffold, endurable against a large load, without rusting, and easy in installation and removal.
SOLUTION: A main rope 13a is installed by being inserted into a sleeve 21 arranged between support piles 9, while being successively wound on and fixed to the respective support piles 9 in the bridge axis orthogonal direction of a pier 1. Next, a cross rope installing band 23 having a cross rope bracket 25 is wound on and fixed to an upper part of the main rope 13a fixed to the respective support piles 9. A cross rope 13c installed between the diagonally positioned support piles 9, is installed in an X shape on a cross rope installing plate 22. Afterwards, the cross rope 13c and a cross rope 13b installed in the bridge axis direction of the pier 1, are hooked on the cross rope bracket 25, and are connected to the cross rope installing band 23 fixed to the support pipes 9.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供绳索式修理脚手架和浮体式修理脚手架，耐大负荷，不生锈，易于安装和拆卸。解决方案：主绳索13a通过插入到布置在支撑桩9之间的套筒21中而被安装，同时在码头1的桥轴正交方向上连续缠绕并固定到相应的支撑桩9上。接下来，将具有十字绳支架25的十字绳安装带23缠绕并固定在固定到各支撑桩9上的主绳索13a的上部。安装在对角定位的支撑桩9之间的横索13c安装在在横绳安装板22上形成X形。然后，将横绳13c和安装在码头1的桥轴方向上的横绳13b钩在十字绳托架25上，并连接到横绳安装带23固定在支撑管9上。版权所有（C）2008，JPO＆INPIT

4. 发明专利

JPH04318481A DEVICE FOR ABSORBING DISPLACEMENT OF GROUND OF RADAR FACILITY 失效
公开(公告)号：JPH04318481A
公开(公告)日：1992-11-10
申请号：JP8512791
申请日：1991-04-17
申请人： KAJIMA CORP
发明人： FUJIMURA HISAO , HAYAKAWA YASUYUKI , TAKANO KOSUKE , YAMANISHI HARUO
IPC分类号： G01S7/03 , G01S7/40
摘要： PURPOSE:To enable displacement of ground to be absorbed by storing a fluid expansion and contraction means in a plurality of laid casings, setting up an antenna on a reception trestle where upper edges of a supporting trestle are interlocked, and then controlling a fluid supply means based on a signal of a means for detecting displacement of the ground. CONSTITUTION:Bellows 2 are stored in a plurality of casings 1a-1b which are laid in ground and are expanded and contracted by an air compressor and an adjusting valve 7. A horizontal reception trestle 5 is interlocked to an upper-edge portion of an upper supporting trestle 3 of the bellows 2 through shoes and a spherical surface seat 4' and a plurality of antennas 6 are set up on the trestle 5. Also, a displacement meter in vertical and horizontal directions is laid within the ground. When the ground sinks or rises now, a control center opens an adjustment valve 7 according to a signal from the displacement meter in vertical direction and then automatically compensates the bellows 2. Also, when the ground is displaced slightly in horizontal direction, the supporting trestle 3 is slightly displaced or rotated for the shoes 4 and the spherical seat 4' and then performs compensation automatically. When the displacement of ground in horizontal direction is large, a casing 1 is raised and then the displacement is absorbed.

5. 发明专利

JPH04318480A DEVICE FOR ABSORBING DISPLACEMENT OF GROUND OF RADAR FACILITY 失效
公开(公告)号：JPH04318480A
公开(公告)日：1992-11-10
申请号：JP8500491
申请日：1991-04-17
申请人： KAJIMA CORP
发明人： FUJIMURA HISAO , HAYAKAWA YASUYUKI , TAKANO KOSUKE , YAMANISHI HARUO
IPC分类号： G01S7/03 , G01S7/40
摘要： PURPOSE:To enable a displacement of a ground to be absorbed by providing a hydraulic expansion and contraction means on a plurality of foundations, linking these upper- edge portions at a reception trestle, setting up an antenna on it, and then controlling a hydraulic supply means based on a signal from a displacement detection means of the ground. CONSTITUTION:A hydraulic jack 2 is setting up on a plurality of foundations 1a-1b which are set up on a ground and is expanded and contracted by a hydraulic motor. Four-corner portions of a horizontal reception trestle 5 are linked to an upper-edge portion of an operation rod 3 of a jack 2 through shoes 4 and a spherical surface seat 4' and a plurality of antennas 6 are set up on the reception trestle 5. Also, displacement meters in vertical and horizontal directions are laid within the ground. When the ground sinks or rises now, a control center operates the hydraulic motor based on a signal from the displacement meter in vertical direction and then compensates for the hydraulic jack 2 automatically. Also, when the ground is displaced slightly for the shoes and the spherical surface seat 4', the jack 2 is slightly displaced or rotated for the shoes 4 and the spherical surface seat', performs compensation automatically, and the raises a foundation 1 and then absorbs the displacement when the displacement is large.

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