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1. 发明专利

JP2013177808A Construction method for earth retaining wall, construction method for pile, pile, and boring machine 有权
标题翻译：地板保持墙施工方法，桩，桩，镗床施工方法
公开(公告)号：JP2013177808A
公开(公告)日：2013-09-09
申请号：JP2013109202
申请日：2013-05-23
申请人： Ohbayashi Corp , 株式会社大林組 , Tokushu Kokoho Keikaku Kenkyusho:Kk , 株式会社特殊構工法計画研究所
发明人： KANEKO TADASHI , SUDO TOSHIMI , YOKOYAMA BANSHI
IPC分类号： E02D5/18 , E02D3/12 , E02D5/36
摘要： PROBLEM TO BE SOLVED: To provide a construction method for constructing a cast-in-place pile that is low-cost and saves trouble in a site where the groundwater level is high.SOLUTION: At a position corresponding to an outer periphery of a cast-in-place pile 30, a plurality of soil cement columns 11 are constructed such that lower ends thereof reach a depth lower than the groundwater level and do not reach a depth corresponding to a lower end of the cast-in-place pile 30, and a soil cement wall 10 composed of the plurality of soil cement columns 11 connected to each other annularly is constructed. A drilled hole is formed by drilling a ground 1 while filled with a stabilizing liquid down to a depth corresponding to the lower end of the cast-in-place pile 30 through inside the soil cement wall 10, an iron-reinforced cage is arranged in the drilled hole, and concrete 15 is case into the drilled hole.
摘要翻译：要解决的问题：提供一种低成本的现浇堆施工方法，在地下水位高的地方节省了麻烦。解决方案：在对应于铸件外周的位置在地桩30中，多个土体水泥柱11构造成使其下端达到低于地下水位的深度，并且不达到对应于现浇桩30的下端的深度，并且构造由多个相互连接的土壤水泥柱11构成的土壤水泥壁10。在通过在土壤水泥壁10的内部通过钻入地面1同时填充稳定液体到达到现浇桩30的下端的深度的深度来形成钻孔，铁质保持架布置在钻孔和混凝土15是进入钻孔的壳体。

2. 发明专利

JP2013092046A Reinforcement cage and assembly method for reinforcement cage 有权
标题翻译：加固笼和加固笼组装方法
公开(公告)号：JP2013092046A
公开(公告)日：2013-05-16
申请号：JP2013009398
申请日：2013-01-22
申请人： Ohbayashi Corp , 株式会社大林組 , Tokushu Kokoho Keikaku Kenkyusho:Kk , 株式会社特殊構工法計画研究所 , Rissho Kogyo Co Ltd , 立正工業株式会社
发明人： SATO SHINKO , KANEKO TADASHI
IPC分类号： E02D5/20
摘要： PROBLEM TO BE SOLVED: To provide a reinforcement structure which enables smooth work for fixing vertical reinforcements and reinforcement members.SOLUTION: A reinforcement cage comprises: reinforcement members having first horizontal members and second horizontal members; first fixtures each for constraining and fixing a vertical reinforcement 30 on one surface side and a first horizontal member by a bolt attached from the first horizontal member side to the side of the vertical reinforcement 30 on the one surface side; and second fixtures each for constraining and fixing a vertical reinforcement 30 on the other surface side and a second horizontal member by a bolt attached from the side of the vertical reinforcement 30 on the other surface side to the second horizontal member side. The first horizontal members are arranged on a plurality of vertical reinforcements 30 on the one surface side so as to extend horizontally on an inner peripheral side of the one surface side of the reinforcement cage, and fixed to the plurality of vertical reinforcements 30 on the one surface side. The second horizontal members are arranged on the plurality of vertical reinforcements 30 on the other surface side so as to extend horizontally on an inner peripheral side of the other surface side of the reinforcement cage, and fixed to the plurality of reinforcements 30 on the other surface side.
摘要翻译：要解决的问题：提供一种加固结构，其能够平稳地进行垂直加强件和加强件的固定。解决方案：钢筋笼包括：具有第一水平构件和第二水平构件的加强构件; 第一固定装置用于通过在一个表面侧上从第一水平构件侧至垂直加强件30的侧面附接的螺栓限制和固定在一个表面侧的垂直加强件30和第一水平构件; 以及第二固定装置，每个固定装置用于通过从另一表面侧的垂直加强件30的侧面附接到第二水平构件侧的螺栓来约束和固定在另一个表面侧的垂直加强件30和第二水平构件。第一水平构件布置在一个表面侧上的多个垂直加强件30上，以便在加强笼的一个表面侧的内周侧上水平延伸，并且固定到多个垂直加强件30上表面第二水平构件布置在另一个表面侧上的多个垂直加强件30上，以便在加强笼的另一个表面侧的内周侧上水平地延伸，并且固定到另一个表面上的多个加强件30 侧。版权所有（C）2013，JPO＆INPIT

3. 发明专利

JP2010024776A Device for erecting building material and method for erecting building material 有权
标题翻译：用于修复建筑材料的装置和用于建筑材料的方法
公开(公告)号：JP2010024776A
公开(公告)日：2010-02-04
申请号：JP2008190171
申请日：2008-07-23
申请人： Ohbayashi Corp , Rissho Kogyo Kk , Tokushu Kokoho Keikaku Kenkyusho:Kk , 株式会社大林組 , 株式会社特殊構工法計画研究所 , 立正工業株式会社
发明人： SATO SHINKO , KANEKO TADASHI
IPC分类号： E04G21/16
摘要： PROBLEM TO BE SOLVED: To minimize a horizontal moving distance of a crane in the erecting work of a reinforcing cage. SOLUTION: An erecting device 10 includes a first support member 30 whose one end 30A is pivotally fixed to a fixed member 34, a second support member 31 whose one end 31A is fixed to the other end 30B of the first support member 30 so as to be turnable while other end 31B can move freely in the horizontal direction, and a mounting frame 20 installed along the top surface of the second support member 31. A building material 1 is placed on the mounting frame 20 and then an upper part of the mounting frame 20 is lifted up while the second support member 31 is turned around the other end 31B. COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：为了最小化起重机在加强笼的竖立工作中的水平移动距离。解决方案：一种直立装置10包括一端30A可枢转地固定在固定构件34上的第一支撑构件30，一端31A固定在第一支撑构件30的另一端30B上的第二支撑构件31 以便可转动，而另一端31B可沿水平方向自由移动，以及沿着第二支撑构件31的顶表面安装的安装框架20.将建筑材料1放置在安装框架20上，然后将上部安装框架20被提升，而第二支撑构件31绕另一端31B转动。版权所有（C）2010，JPO＆INPIT

4. 发明专利

JP2006219867A Widening excavation equipment and pile pit widening method 有权
标题翻译：宽幅挖掘设备和桩墩宽度方法
公开(公告)号：JP2006219867A
公开(公告)日：2006-08-24
申请号：JP2005033056
申请日：2005-02-09
申请人： Marugo Foundation Corp , Ohbayashi Corp , Tokushu Kokoho Keikaku Kenkyusho:Kk , 丸五基礎工業株式会社 , 株式会社大林組 , 株式会社特殊構工法計画研究所
发明人： YOSHIZAKI MASAAKI , SATO SHINKO , SUDO TOSHIMI , HIRATA MASAMI , AOKI KENZO , NAKADA YASUO
IPC分类号： E21B10/32
摘要： PROBLEM TO BE SOLVED: To extend design freedom by expanding a range wherein a widening excavation angle can be adjusted, and independently adjusting a widening dimension.
SOLUTION: A pile pit widening device 1 is used by being mounted on a body of rotation, so as to widen a pile pit for a cast-in-place concrete pile. The device 1 is equipped with an excavating bit 16 which is composed of upper and lower bits 17 and 20 bendably/stretchably connected together, and an actuator 35 which presses either of the upper and lower bits 17 and 20 of the excavating bit 16 so as to bend the upper and lower bits 17 and 20 at a predetermined angle. The actuator 35 and the upper or lower bit 17 or 20 are rotatably connected together, and the upper and lower bits 17 and 20 are rotated with the body of rotation in a bent state, so that an inner wall surface of the pile pit can be excavated while being widened at an angle corresponding to the angle of the bending of the upper and lower bits 17 and 20.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：通过扩大可以调整加宽挖掘角度的范围来扩展设计自由度，并且独立地调整加宽尺寸。解决方案：通过安装在旋转体上使用堆坑加宽装置1，以便扩大现浇混凝土桩的堆垛坑。装置1配备有由可弯曲/可伸缩地连接在一起的上部和下部位17和20组成的挖掘钻头16以及将挖掘钻头16的上部和下部钻头17和20中的任何一个按压的致动器35，以便将上部和下部位17和20以预定角度弯曲。致动器35和上部或下部钻头17或20可旋转地连接在一起，并且上部和下部钻头17和20与弯曲状态下的旋转体一起旋转，使得桩坑的内壁表面可以是在与上部和下部位17和20的弯曲角相对应的角度加宽的同时进行挖掘。（C）2006年，JPO＆NCIPI

5. 发明专利

JP2013100715A Structure of fixing vertical reinforcement and reinforcing member in reinforcement cage of underground wall 有权
标题翻译：固定垂直加固结构和增强地下墙加固笼中的会员
公开(公告)号：JP2013100715A
公开(公告)日：2013-05-23
申请号：JP2013009397
申请日：2013-01-22
申请人： Ohbayashi Corp , 株式会社大林組 , Tokushu Kokoho Keikaku Kenkyusho:Kk , 株式会社特殊構工法計画研究所 , Rissho Kogyo Co Ltd , 立正工業株式会社
发明人： SATO SHINKO , KANEKO TADASHI
IPC分类号： E02D5/20
摘要： PROBLEM TO BE SOLVED: To smoothly perform operation of fixing a vertical reinforcement and a reinforcing member.SOLUTION: A fixing structure for fixing a vertical reinforcement of a reinforcement cage and a reinforcing member arranged on the inner peripheral side of the reinforcement cage so as to be orthogonal to the vertical reinforcement is provided with a jig for restraining and fixing the vertical reinforcement and the reinforcing member by a bolt mounted from the reinforcing member side to the vertical reinforcement side.
摘要翻译：要解决的问题：平稳地执行固定垂直加强件和加强构件的操作。解决方案：一种用于固定加强保持架的纵向加强件的固定结构和布置在加强架的内周侧上以与垂直加强件正交的加强件，设置有用于限制和固定垂直加强件和通过从加强件侧安装到垂直加强件侧的螺栓的加强件。版权所有（C）2013，JPO＆INPIT

6. 发明专利

JP2010024777A Detector and method for detecting floating of reinforcement cage, and construction method for underground concrete structure 有权
标题翻译：用于检测加固笼浮动的检测器和方法，以及用于地下混凝土结构的结构方法
公开(公告)号：JP2010024777A
公开(公告)日：2010-02-04
申请号：JP2008190173
申请日：2008-07-23
申请人： Ohbayashi Corp , Tokushu Kokoho Keikaku Kenkyusho:Kk , 株式会社大林組 , 株式会社特殊構工法計画研究所
发明人： SATO SHINKO , KANEKO TADASHI
IPC分类号： E02D5/34
摘要： PROBLEM TO BE SOLVED: To provide a simply-constituted detector capable of detecting the floating of a reinforcement cage when concrete is placed in a hole wherein the reinforcement cage for a method for constructing an underground concrete structure is arranged.
SOLUTION: This detector comprises: a wire 140, the leading end of which is attached to a leading end of a reinforcement 22A constituting the reinforcement cage; a winding mechanism 120 which applies an upward tensile force to the wire 140 by applying a turning force to a winding frame 122 by means of a spiral spring 121; and an alarm mechanism 130 which permits the supply of electric power to a buzzer 133 and an LED lamp 134 from a battery 135, because the winding frame 122 for the wire 140 is turned and a magnet 136 gets closer to a reed switch 131, when the reinforcement cage floats.
COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：提供一种简单构成的检测器，其能够在将混凝土放置在其中布置有用于构造地下混凝土结构的方法的加强保持架的孔中时检测钢筋笼的浮动。解决方案：该检测器包括：导线140，其前端附接到构成加强笼的加强件22A的前端; 卷绕机构120，其通过螺旋弹簧121向卷绕框架122施加转动力而向线材140施加向上的拉力; 以及报警机构130，其允许从电池135向蜂鸣器133和LED灯134提供电力，因为用于导线140的绕组框架122转动并且磁体136更靠近舌簧开关131，当钢筋笼浮起来。版权所有（C）2010，JPO＆INPIT

7. 发明专利

JP2010024775A Reinforcement cage lifting method, reinforcement cage, and reinforcement cage assembling method 有权
标题翻译：加固笼提升方法，加固笼和加固笼组装方法
公开(公告)号：JP2010024775A
公开(公告)日：2010-02-04
申请号：JP2008190170
申请日：2008-07-23
申请人： Ohbayashi Corp , Rissho Kogyo Kk , Tokushu Kokoho Keikaku Kenkyusho:Kk , 株式会社大林組 , 株式会社特殊構工法計画研究所 , 立正工業株式会社
发明人： SATO SHINKO , KANEKO TADASHI
IPC分类号： E02D5/20 , E04C5/18 , E04G21/12 , E04G21/14
摘要： PROBLEM TO BE SOLVED: To reduce a load acting on a portion joined to an auxiliary member, when the reinforcement cage is erected. SOLUTION: Vertical reinforcements 30 are prefixed to a plurality of steel plates 21 of a reinforcing member 20 which is composed of a vertical member 22 elongated in a vertical direction and the plurality of steel plates 21 attached to the vertical member 22 in such a manner as to be horizontally elongated at vertical spacings, respectively; and the reinforcement cage 10 is lifted via the vertical member 22 of the reinforcing member 20. COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：为了减小作用在与辅助构件接合的部分上的负载，当加固保持架架设时。解决方案：垂直加强件30被预先加固到加强件20的多个钢板21，该加强件20由在竖直方向上延伸的垂直件22和附接到垂直件22上的多个钢板21组成分别以垂直间隔水平伸长的方式; 并且通过加强构件20的垂直构件22提升加强架10。版权所有（C）2010，JPO＆INPIT

8. 发明专利

JP2009019370A Construction joint structure of underground wall and forming implement and constructing method of construction joint part of underground wall 审中-公开
标题翻译：地下墙施工接头结构与地下建筑施工联合施工方法
公开(公告)号：JP2009019370A
公开(公告)日：2009-01-29
申请号：JP2007181282
申请日：2007-07-10
申请人： Ohbayashi Corp , Rissho Kogyo Kk , Tokushu Kokoho Keikaku Kenkyusho:Kk , 株式会社大林組 , 株式会社特殊構工法計画研究所 , 立正工業株式会社
发明人： SATO SHINKO , KANEKO TADASHI , HIRATA MASAMI , YOKOYAMA BANSHI , KATO MAMORU , SHIJO JUNICHI
IPC分类号： E02D5/20
摘要： PROBLEM TO BE SOLVED: To follow deformation and secure a water cut-off property over a long period of time even in the case that a deformation load acts on an underground wall in construction joint parts of the underground walls caused by earthquake motion and the like.
SOLUTION: A construction joint part 10 of underground walls 2 is provided with both a joint metal 20 buried in a first-placed panel 3A and a last-placed panel 3B in such a way as to be passed through their connecting surfaces F and a cut-off plate 30 buried in the first-placed panel 3A and the last-placed panel 3B in such a way as to be passed through their connecting surfaces F and having flexibility higher than that of the joint metal 20.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：即使在变形负荷作用于由地震运动造成的地下墙建筑接头部分的地下墙壁的情况下，也可以长时间跟随变形并确保断水性能等等。解决方案：地下壁2的施工接头部分10设置有埋入第一放置的板3A和最后放置的板3B中的接合金属20，以使其通过其连接表面F 以及被掩埋在第一放置的板3A和最后放置的板3B中以便通过其连接表面F并且具有高于接合金属20的柔性的柔性的截止板30。版权所有（C）2009，JPO＆INPIT

9. 发明专利

JP2009293222A Construction joint portion forming implement, and construction method for construction joint portion of underground wall 审中-公开
标题翻译：地下建筑施工接头部分施工方法及施工方法
公开(公告)号：JP2009293222A
公开(公告)日：2009-12-17
申请号：JP2008146161
申请日：2008-06-03
申请人： Ohbayashi Corp , Rissho Kogyo Kk , Tokushu Kokoho Keikaku Kenkyusho:Kk , 株式会社大林組 , 株式会社特殊構工法計画研究所 , 立正工業株式会社
发明人： SATO SHINKO , SUDO TOSHIMI , HIRATA MASAMI , MIZUMOTO MINORU
IPC分类号： E02D5/20
摘要： PROBLEM TO BE SOLVED: To enable a construction joint portion forming implement holding a joint metal in the construction of a precast panel of an underground wall to be easily separated from the pre-cast panel.
SOLUTION: A storage groove 150, which has a shape corresponding to a shape of the joint metal 20 and which can house a post-cast panel-side end of the joint metal 20, and a jack 140, which can protrude toward the side of the precast panel side 3A, are provided in the construction joint portion forming implement 100. The construction joint portion forming implement 100 is isolated from the precast panel 3A while the joint metal 20 is disengaged from the storage groove 150 by protruding the jack 140.
COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：为了能够容易地将与地下壁的预制面板的结构保持接合金属的结构接合部形成工具容易地与预制板分离。解决方案：存储槽150具有与接头金属20的形状对应的形状，并且可以容纳接合金属20的后铸造面板侧端部以及可以朝向预制板侧3A的一侧设置在施工接合部形成工具100中。施工接合部形成工具100与预制板3A隔离，同时通过突出千斤顶将接头金属20与存储槽150脱离接合（C）2010年，JPO＆INPIT

10. 发明专利

JP2008255615A Head anchoring structure of anchor, head anchoring method of anchor and injection method of grout material 有权
标题翻译：锚固头锚固结构，锚固头锚固方法和注射材料的注入方法
公开(公告)号：JP2008255615A
公开(公告)日：2008-10-23
申请号：JP2007097676
申请日：2007-04-03
申请人： Ohbayashi Corp , Tokushu Kokoho Keikaku Kenkyusho:Kk , 株式会社大林組 , 株式会社特殊構工法計画研究所
发明人： KANEKO TADASHI , SUDO TOSHIMI , SATO SHINKO , MORIWAKI TOMIO
IPC分类号： E02D5/80
摘要： PROBLEM TO BE SOLVED: To provide a head anchoring structure of an anchor, capable of using a permanent anchor of strength or more of a structure, when aseismically reinforcing an existing structure by the permanent anchor.
SOLUTION: A hole 21 is arranged for reaching the anchoring ground of the anchor by penetrating through a structural body 20 of the existing structure, and the tip of the anchor 1 is anchored in the anchoring ground by driving the anchor 1 in this hole 21, and the upper end of the anchor 1 is anchored in the structural body 20 by the head. The upper end of the anchor 1 is anchored in the structural body 20 by the head via a bearing plate 5. The bearing plate 5 is formed in the size of not operating stress of strength or more of the structural body 20 in the relationship between the structural body 20 of the structure and tensile force applied to the anchor 1.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：提供一种锚固件的头部锚定结构，当通过永久性锚固件来抗力加强现有结构时，能够使用强度或更多结构的永久锚杆。解决方案：孔21布置成通过穿过现有结构的结构体20到达锚固件的锚固地面，并且锚固件1的顶端通过驱动锚固件1锚定在锚固地面中孔21的上端，锚头1的上端由头固定在结构体20内。锚固件1的上端经由支承板5由头部锚定在结构体20中。支承板5形成为不具有结构体20的强度或更大的应力的尺寸，结构体20和施加于锚固件1的张力。版权所有（C）2009，JPO＆INPIT

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