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1. 发明专利

JP2008214990A Basket body and manufacturing method for basket body 有权
标题翻译：篮子身体和制造方法
公开(公告)号：JP2008214990A
公开(公告)日：2008-09-18
申请号：JP2007055163
申请日：2007-03-06
申请人： Kajima Corp , Se Corp , 株式会社エスイー , 鹿島建設株式会社
发明人： YAMANOBE SHINICHI , YOSHIKAWA TADASHI , KOTAKI YUTAKA , KUDO YASUSHI
IPC分类号： E02D5/30 , E02D5/58 , E04C5/18
摘要： PROBLEM TO BE SOLVED: To provide an extending and contracting basket body capable of achieving excellent reduction ratio and high strength and to provide a manufacturing method for the basket body by providing a compact, simple, and rotatable connection means in a crossing part of a hoop and a strand and joining the hoop and the connection means mutually by a method other than welding.
SOLUTION: Reinforcing rings 7 having a solid structure are arranged at a predetermined interval at the inner periphery of the strand 5 to restrain bending deformation and twisting deformation of the strand 5 which occur when the basket body 1 is extended and contracted. Since it is unnecessary for a hoop connection means to restrain the bending deformation and the twisting deformation of the strand 5, the hoop and the strand are mutually connected by the simple method other than welding. When the basket body 1 is extended and contracted, the reinforcing rings 7 and the hoop 3 are mutually connected at a predetermined interval like a bamboo blind by a hoop connection member to keep fixed pitch of the hoop 3.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供一种能够实现优异的减速比和高强度的延伸收缩篮体，并且通过在交叉部分中提供紧凑，简单且可旋转的连接装置来提供筐体的制造方法通过焊接以外的方法相互连接箍和连接装置。解决方案：具有固体结构的加强环7以预定的间隔布置在绞线5的内周，以抑制当筐体1伸缩时发生的绞线5的弯曲变形和扭曲变形。由于环箍连接装置不需要限制绞合线5的弯曲变形和扭曲变形，所以通过焊接以外的简单方法将环和绞合线相互连接。当筐体1伸缩时，加强环7和箍3以环形连接构件的竹盲形预定间隔相互连接，以保持箍3的固定间距。（C ）2008年，JPO＆INPIT

2. 发明专利

JP2006274726A Spacer 有权
标题翻译： SPACER
公开(公告)号：JP2006274726A
公开(公告)日：2006-10-12
申请号：JP2005097904
申请日：2005-03-30
申请人： Kajima Corp , Se Corp , 株式会社エスイー , 鹿島建設株式会社
发明人： YAMANOBE SHINICHI , YOSHIKAWA TADASHI , KOTAKI YUTAKA , KUDO YASUSHI
IPC分类号： E02D5/34 , E04C5/02 , E04C5/18
摘要： PROBLEM TO BE SOLVED: To provide a spacer capable of being installed in a basket body in advance before constructing the basket body using a strand into a hole.
SOLUTION: This spacer 17 composed of a circular arc main body 23, a welded end part 19 provided at one end of the main body 23, and a folding-back member 21 provided at the other end of the main body 23 is formed by bending a steel plate. The spacer 17 is installed in the basket body 7 composed of a tie hoop 13 and the strand 15 being a shaft bar while the basket body 7 is contracted or elongated. In this spacer 17, the main body 23 protrudes in the direction of outer periphery of the basket body 7 and is arranged to cross the tie hoop 13 orthogonally, and the welded end part 19 is fixed to the tie hoop 13 of the basket body 7. When switching a condition of the basket body 7 from a contracted condition to an elongated condition and from the elongated condition to the contracted condition, a plurality of tie hoops 13 in the basket body 7 move in the vertical direction for the folding-back member 21 of the spacer 17. The folding-back member 21 comes into contact with the tie hoop 13 while the basket body 7 is elongated.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供一种能够在将筐体构造成孔之前，预先安装在筐体中的间隔件。解决方案：由圆弧主体23，设置在主体23的一端的焊接端部19和设置在主体23的另一端的折回构件21构成的间隔件17是通过弯曲钢板形成。间隔件17安装在由绑带13组成的篮状体7中，并且当筐体7收缩或伸长时，该杆15是轴杆。在该间隔件17中，主体23向篮体7的外周方向突出，并且正交地配置在横套13上，焊接端部19固定在篮状体7的环箍13上当将筐体7的状态从收缩状态切换到细长状态并从细长状态切换到收缩状态时，筐体7中的多个连接环13在垂直方向上移动，用于折回构件折叠构件21在筐体7伸长时与绑环13接触。版权所有（C）2007，JPO＆INPIT

3. 发明专利

JP2007205125A Basket, and connection method and structure of pile and pole member using the basket 有权
标题翻译：篮子，以及使用篮子的桩和杆构件的连接方法和结构
公开(公告)号：JP2007205125A
公开(公告)日：2007-08-16
申请号：JP2006028136
申请日：2006-02-06
申请人： Kajima Corp , Se Corp , 株式会社エスイー , 鹿島建設株式会社
发明人： YAMANOBE SHINICHI , YOSHIKAWA TADASHI , KOTAKI YUTAKA , KUDO YASUSHI , NAKAMURA MINORU
IPC分类号： E02D5/34 , E02D27/00 , E02D27/12 , E04B1/20
摘要： PROBLEM TO BE SOLVED: To provide a basket which can certainly transmit a sectional force even under a construction condition of a low and narrow space and is easily constructed, and to provide a connection method and the structure of piles and pole members, using the basket.
SOLUTION: The basket 1 has a cylindrical shape, and is composed of a plurality of strands 3 serving as axial reinforcing bars and ringlike hoop reinforcements 5 that are so arranged as to encircle the strands 3. In the basket 1, the areas of planes made by the hoop reinforcements 5 change gradually, which means that the sectional shape of the basket 1 expands gradually in diameter. When the strands 3 are bent in a direction denoted by an arrow A, the strands 3 rotate to change a cross angle between the strands 3 and the hoop reinforcements 5, which brings the strands 3 into spiral shape while gradually reducing the arrangement intervals between the hoop reinforcements 5, thus reduces the length of the basket 1. The shortened basket 1 allows construction of reinforcing bars even in a narrow space, and facilitates transportation and storage of the reinforcing bars.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：解决的问题：为了提供即使在低空间和窄空间的结构条件下也可以传递分段力的篮子，并且易于构造，并且提供桩和杆构件的连接方法和结构，使用篮子解决方案：筐1具有圆柱形形状，并且由多个用作轴向加强筋的线股3和环形箍加强件5组成，其布置成环绕股线3.在筐子1中，由箍箍5制成的平面逐渐变化，这意味着篮1的截面形状逐渐扩大。当股线3沿箭头A所示的方向弯曲时，线束3转动以改变股线3和箍筋5之间的交叉角度，这使得线股3成螺旋形状，同时逐渐减小线束3之间的排列间隔环形加强件5，因此减小了篮子1的长度。缩短的篮子1允许在狭窄的空间中构造钢筋，并且便于运输和储存钢筋。版权所有（C）2007，JPO＆INPIT

4. 发明专利

JP2006138089A Method of connecting prestressed concrete steel, and prestressed concrete steel 有权
标题翻译：连接预制混凝土钢和预制混凝土钢的方法
公开(公告)号：JP2006138089A
公开(公告)日：2006-06-01
申请号：JP2004327265
申请日：2004-11-11
申请人： Kajima Corp , Se Corp , 株式会社エスイー , 鹿島建設株式会社
发明人： YAMANOBE SHINICHI , YOSHIKAWA TADASHI , KUDO YASUSHI
IPC分类号： E04C5/18
摘要： PROBLEM TO BE SOLVED: To provide a method of connecting prestressed concrete steel, and the prestressed concrete steel enabling anyone to easily and quickly perform screw pitch adjusting work of prestressed concrete steel without relying on a skilled worker, which results in improving workability in the case of connecting in the developed state of a cage body using the prestressed concrete steel and in the case of connecting in the contracted state of the cage body making the most of characteristics of the cage body particularly using strands.
SOLUTION: A projecting part 21 provided at a tip surface 23a of an apartment block 7a fixed to the upper end of the strand 3 of the cage body 1a is fitted into a recessed part 25 provided at a tip surface 23b of an apartment block 7b fixed to the lower end of the strand 3 of the cage body 1b. Axes of the tip surface 23a and tip surface 23b thereby coincide with each other, and the axes of the apartment block 7a and apartment block 7b coincide with each other to ensure the continuity of a screw 33a and a screw 33b. A screw coupler 9 is then screwed into a boundary part between the apartment block 7a and apartment block 7b.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供一种连接预应力混凝土钢和预应力混凝土钢的方法，使任何人都可以方便快捷地进行预应力混凝土钢的螺距调整工作，而不依靠技术工人，这样可以提高加工性在使用预应力混凝土钢连接在笼体的展开状态的情况下，以及在笼体的收缩状态下连接的情况下，特别是使用绞线使笼体的特性最为特别。解决方案：设置在固定到保持架主体1a的绞线3的上端的公寓座7a的尖端表面23a处的突出部21装配到设置在公寓的尖端表面23b处的凹部25中块体7b固定在笼体1b的股线3的下端。尖端表面23a和尖端表面23b的轴彼此重合，并且公寓座7a和公寓块7b的轴线彼此重合以确保螺钉33a和螺钉33b的连续性。然后将螺钉联接器9拧入公寓楼7a和公寓楼7b之间的边界部分。版权所有（C）2006，JPO＆NCIPI

5. 发明专利

JP2011089276A Reinforcing structure and reinforcing method of bridge pier 有权
标题翻译：桥梁的加固结构和加固方法
公开(公告)号：JP2011089276A
公开(公告)日：2011-05-06
申请号：JP2009241991
申请日：2009-10-21
申请人： Kajima Corp , Railway Technical Res Inst , Tekken Constr Co Ltd , 財団法人鉄道総合技術研究所 , 鉄建建設株式会社 , 鹿島建設株式会社
发明人： YAMANOBE SHINICHI , TAIRA YOHEI , YOSHIKAWA TADASHI , KITAMOTO YUKIYOSHI , NAGATANI TATSUYA , SUGIMOTO ICHIRO , KOBAYASHI YUSUKE , MATSUOKA SHIGERU , KURISU MOTOAKI
IPC分类号： E01D22/00 , E01D2/02 , E01D19/02
摘要： PROBLEM TO BE SOLVED: To provide a reinforcing structure and a reinforcing method of a bridge pier, which achieves excellent workability of construction work and reinforces the existing bridge pier certainly.
SOLUTION: In this reinforcing method, concrete 19a as first concrete is placed between the pair of webs 27 of a bridge girder, a plurality of holes are formed in the web 27, a steel material 13a as a first steel material is provided to sandwich in the concrete 19a between the pair of webs 27 and pass through the webs 27 and the concrete 19a, the steel material 13a is inserted into a sheath, the inside of the sheath is filled with grout while it is tightly stretched in substantially horizontal direction between both of the webs 27, and the steel product 13a (PC steel product) is fixed on the webs 27 on both sides through an anchor plate or the like. That is, a prestress force in the horizontal direction is applied on the concrete 19a, thereby generating a strong frictional force on a contact face with the webs 27.
COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：提供一种桥墩的加固结构和加固方法，确保了施工工作的良好可操作性，并加强了现有的桥墩。解决方案：在该增强方法中，作为第一混凝土的混凝土19a被放置在桥梁的一对腹板27之间，在腹板27中形成多个孔，提供作为第一钢材的钢材13a 在一对腹板27之间的混凝土19a中夹层并穿过腹板27和混凝土19a，将钢材13a插入护套中，在其内部充满水泥浆，同时将其紧紧地拉伸至基本水平两个腹板27和钢制品13a（PC钢制品）之间的方向通过锚板等固定在两侧的腹板27上。也就是说，水平方向的预应力施加在混凝土19a上，从而在与腹板27的接触面上产生强大的摩擦力。（C）2011，JPO＆INPIT

6. 发明专利

JP2010106658A Cage body erecting apparatus and cage body erecting method 有权
标题翻译：笼体修护装置和笼体修复方法
公开(公告)号：JP2010106658A
公开(公告)日：2010-05-13
申请号：JP2009287162
申请日：2009-12-18
申请人： Kajima Corp , 鹿島建設株式会社
发明人： YAMANOBE SHINICHI , YOSHIKAWA TADASHI , KOTAKI YUTAKA
IPC分类号： E02D5/34 , E04G21/12
摘要： PROBLEM TO BE SOLVED: To provide a cage body erecting apparatus and a cage body erecting method that can extend a cage body by continuously extending the strands of the cage body contracted in length by using a space in a predetermined installation location.
SOLUTION: The contracted cage body is placed on a horizontal frame 57 having a half-divided cylinder-shaped body with a horizontal center axis, and the cage body is horizontally pushed out using a push-out apparatus and moved onto a bent part frame 55 having a half-divided cylinder-shaped body with a center axis bent from a horizontal direction to a vertical direction, and a sliding means provided on the inner peripheral surface of the body. The cage body is bent in the vertical direction while being rotated, and the cage body is arranged in a hole 11 while being extended.
COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：提供一种笼体直立装置和笼体架设方法，其可以通过在预定的安装位置使用空间来连续地延伸收缩长度的笼体的股线来延伸笼体。解决方案：将收缩的笼体放置在水平框架57上，该框架具有水平中心轴线的半分隔的圆筒形体，并且使用推出装置将保持架主体水平推出并移动到弯曲具有从水平方向垂直方向弯曲的中心轴的半分割筒状体的部分框架55以及设置在主体内周面上的滑动装置。笼体在旋转的同时在垂直方向上弯曲，并且笼体在延伸的同时被布置在孔11中。版权所有（C）2010，JPO＆INPIT

7. 发明专利

JP2009256938A Rebuilding method for existing bridge 有权
标题翻译：现有桥梁的重建方法
公开(公告)号：JP2009256938A
公开(公告)日：2009-11-05
申请号：JP2008105812
申请日：2008-04-15
申请人： Integrated Geotechnology Institute Ltd , Kajima Corp , Railway Technical Res Inst , 株式会社複合技術研究所 , 財団法人鉄道総合技術研究所 , 鹿島建設株式会社
发明人： TATEYAMA MASARU , TATSUOKA FUMIO , TAMURA YUKIHIKO , YOSHIKAWA TADASHI , KITAMOTO YUKIYOSHI
IPC分类号： E01D2/00 , E01D1/00 , E01D19/02 , E01D22/00 , E02D17/18
摘要： PROBLEM TO BE SOLVED: To provide a rebuilding method for an aging bridge for rebuilding and reinforcing an aging bridge in a retained state on condition that a railroad line is in operation (or a road is used), without the construction of a temporary track or reconstruction. SOLUTION: In this rebuilding method for the aging bridge, a form is installed for the placing of concrete on condition that the medium-scale or small-scale bridge for use in the railroad, and the road can be rebuilt even if it is retained and used as the railroad and the road as-is; and thus, two opposed abutments 4 and a main girder 7 are connected together so that the bridge is rebuilt into an integral rigid-frame bridge. COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：提供一种老化桥梁的重建方法，用于在铁路线路运行（或使用道路）的条件下，在保留状态下重建和加固老化桥梁，而不构造临时轨道或重建。
解决方案：在老化桥的这种重建方法中，安装一种用于放置混凝土的形式，条件是在铁路中使用的中型或小型桥梁，即使是在道路上也可以重建被保留并用作铁路和道路; 因此，两个相对的邻接件4和主梁7连接在一起，使得桥被重建成一体的刚性框架桥。版权所有（C）2010，JPO＆INPIT

8. 发明专利

JP2008303681A Excavation mechanism and excavation method 有权
标题翻译：挖掘机制与挖掘方法
公开(公告)号：JP2008303681A
公开(公告)日：2008-12-18
申请号：JP2007154004
申请日：2007-06-11
申请人： Kajima Corp , 鹿島建設株式会社
发明人： ISHIMARU YUTAKA , NAGAMORI KUNIHIRO , SASAKI TETSUYA , TAKIMOTO KUNIHIKO , YOSHIKAWA TADASHI , SAKAGUCHI TAKUSHI
IPC分类号： E21D9/04 , E21D9/06 , E21D9/087
摘要： PROBLEM TO BE SOLVED: To provide an excavation mechanism which economically executes the excavation of an underground space in a short execution period of time even if there is a limit to the construction length of a rectangular roof, and also to provide an excavation method used for the mechanism. SOLUTION: The excavation mechanism 2 comprising a main cross section excavator 15 having a protrusion 47 at the rear half part of a main body, a propelling jack 33 arranged at the rear of the main cross section excavator 15, a rectangular roof excavator 13 or the like arranged at the front of the protrusion 47 is set in a vertical pile 1, and a cover plate 25 is installed in the vicinity of the rear end 23 of the rectangular roof excavator 13. A rectangular roof 27 is set at the rear of the rectangular roof excavator 13 while advancing the rectangular roof excavator 13 independently from the main cross section excavator 15 by using a propelling jack 21 for a rectangular roof arranged in the protrusion 47. The rectangular roof 27 positioned in the protrusion 47 is recovered and removed while advancing the main cross section excavator 15 by using the propelling jack 33, and a steel shell 37 is set between the main cross section excavator 15 and the propelling jack 33. COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：为了提供一种挖掘机构，其即使对矩形屋顶的施工长度有限制，也能够在短时间内经济地执行地下空间的挖掘，并且还提供挖掘用于该机制的方法。解决方案：挖掘机构2包括在主体的后半部具有突起47的主横截面挖掘机15，布置在主横截面挖掘机15的后部的推进千斤顶33，矩形屋顶挖掘机设置在突起47的前面的13或类似物被设置在垂直桩1中，并且在矩形屋顶挖掘机13的后端23附近安装有盖板25。矩形屋顶27设置在通过使用布置在突起47中的矩形屋顶的推进千斤顶21，使矩形屋顶挖掘机13独立于主横截面挖掘机15推进矩形屋顶挖掘机13的后部。回收定位在突起47中的矩形屋顶27，通过使用推进千斤顶33推进主横截面挖掘机15而移除，并且在主横截面挖掘机15和推进千斤顶33之间设置钢壳37.版权所有（C ）2009，JPO＆INPIT

9. 发明专利

JP2008297900A Filling portion and construction method therefor 有权
标题翻译：填充部分及其施工方法
公开(公告)号：JP2008297900A
公开(公告)日：2008-12-11
申请号：JP2008234361
申请日：2008-09-12
申请人： Kajima Corp , Nippon Steel Bridge Co Ltd , Nippon Steel Engineering Co Ltd , 新日鉄エンジニアリング株式会社 , 日鉄ブリッジ株式会社 , 鹿島建設株式会社
发明人： YOSHIKAWA TADASHI , NARAHARA TAKESHI , UO TOMOYUKI , SUZUKI KENICHI , MASUMOTO KEITA , SANO NOBUHIDE , SHIMAI MORIYUKI , KOTAKI YUTAKA , MUROI SHINJI , ONO KOICHIRO
IPC分类号： E01C1/04
摘要： PROBLEM TO BE SOLVED: To provide a filling portion and a construction method therefor, which enable a construction of the filling portion in a narrow regular working area.
SOLUTION: Two rows of T-type precast protecting walls 43 are placed in a planned location of a filling portion 23 to form a base panel 71, where a backfilling material 61 is placed. An L-type precast protecting wall 65 is placed on one edge of the base panel 71 to form a side 73, where backfilling is performed with a backfilling material 67. The L-type precast protecting wall 65 is also placed on the other edge of the base panel 71, where backfilling is performed with the backfilling material 67. Hence the filling portion 23 is constructed.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：提供一种填充部分及其施工方法，其能够将填充部分构造在狭窄的正常工作区域中。解决方案：将两排T型预制保护壁43放置在填充部分23的预定位置，以形成基板71，其中放置回填材料61。 L型预制保护壁65被放置在基板71的一个边缘上以形成侧面73，其中用回填材料67进行回填.L型预制保护壁65也被放置在基板71，其中用回填材料67进行回填。因此，填充部分23被构造。版权所有（C）2009，JPO＆INPIT

10. 发明专利

JP2006045805A Excavation hole support structure, excavation hole support material and excavation hole support method 审中-公开
标题翻译：挖掘孔支撑结构，开挖孔支撑材料和开挖孔支撑方法
公开(公告)号：JP2006045805A
公开(公告)日：2006-02-16
申请号：JP2004225061
申请日：2004-08-02
申请人： Ashimori Ind Co Ltd , Kajima Corp , 芦森工業株式会社 , 鹿島建設株式会社
发明人： YAMAMOTO TAKUJI , KITAMOTO YUKIYOSHI , YOSHIKAWA TADASHI , OYAMA JUNICHI , SHIBATA KENICHI , KARASAKI KAZUTAKA , GOTO JUNICHI , TSUJI KIYOMI , HIROTSU JUNJI
IPC分类号： E21D11/10
摘要： PROBLEM TO BE SOLVED: To provide an excavation hole support structure, an excavation hole support material and an excavation hole support method, capable of stably supporting an inner surface of an excavation hole with a simple structure.
SOLUTION: A tunnel support structure 30 has a plurality of flexible tubes 10 arranged at an interval in the tunnel longitudinal direction, a tubular body 11 arranged in the tunnel longitudinal direction in a tunnel and respectively communicating with the plurality of tubes 10, and a fluid solidifying material filled in the plurality of tubes 10 and the tubular body 11. The plurality of tubes 10 are arranged in a ring shape in the tunnel peripheral direction, and are brought into close contact with a tunnel inner surface.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供一种挖掘孔支撑结构，挖掘孔支撑材料和挖掘孔支撑方法，能够以简单的结构稳定地支撑挖掘孔的内表面。解决方案：隧道支撑结构30具有在隧道纵向方向上间隔布置的多个柔性管10，管道主体11，其沿隧道纵向方向布置在通道中并分别与多个管10连通，以及填充在多个管10和管状体11中的流体凝固材料。多个管10沿隧道周向布置成环状，并与隧道内表面紧密接触。版权所有（C）2006，JPO＆NCIPI

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