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    • 1. 发明专利
    • Connection structure of precast member
    • 预制会员的连接结构
    • JP2012097515A
    • 2012-05-24
    • JP2010247677
    • 2010-11-04
    • I L C:KkOhbayashi Corp株式会社アイ・エル・シー株式会社大林組
    • NAKAMURA TOSHIAKIMORIYA YOICHIYOSHIDA KIMIHIROKAGAWA ATSUSHIUEDA JUNNISHIMORI AKIHIROSHIMODA TOSHIO
    • E21D11/04
    • PROBLEM TO BE SOLVED: To implement connection between precast members by means of a lightweight and inexpensive metal fitting.SOLUTION: A connection structure of a precast member is adapted in such a manner that: a cylindrical connection hardware 20 having a slit-shaped opening 21 along the longitudinal direction is embedded deep within a prescribed length from a contact surface 11 abutting on another member 15 in a precast member 10 to be connected; one end of an I-shaped connection hardware 30 consisting of a flange 31 at an end and a web 32 having a predetermined length connected with the flange 31 is held in the other member 15; the other end of the I-shaped connection hardware 30 is inserted to the cylindrical connection hardware 20 via an insertion port 44 provided on the contact surface 11 in the precast member 10 and a prescribed inner space in the precast member continuing with the insertion port 44; and the flange 31 is engaged with an inner space 22 of the cylindrical connection hardware 20.
    • 要解决的问题:通过轻便廉价的金属配件实现预制构件之间的连接。 解决方案:预制构件的连接结构适于:沿着纵向方向具有狭缝形开口21的圆柱形连接硬件20从邻接的接触表面11深深地嵌入规定长度内 要连接的预制构件10中的另一构件15; I形连接硬件30的一端由一端的凸缘31和与法兰31连接的预定长度的腹板32保持在另一个构件15中; I形连接五金件30的另一端经由设置在预制构件10中的接触面11上的插入口44和与插入口44连续的预制构件中的规定的内部空间插入圆筒形连接硬件20 ; 并且凸缘31与圆柱形连接硬件20的内部空间22接合。版权所有:(C)2012,JPO&INPIT
    • 3. 发明专利
    • Joint structure for segment, and segment
    • 分部和分部的联合结构
    • JP2013104279A
    • 2013-05-30
    • JP2011250948
    • 2011-11-16
    • Ohbayashi Corp株式会社大林組I L C:Kk株式会社アイ・エル・シー
    • NAKAMURA TOSHIAKIYOSHIDA KIMIHIROKAGAWA ATSUSHIKAWAKAMI TOSHINOBUHISASUE KENICHISHIMODA TOSHIO
    • E21D11/04
    • PROBLEM TO BE SOLVED: To connect segments to each other with light-weight and low-cost metal fittings.SOLUTION: One segment 15 between the segments to be connected to each other comprises plate-like hardware 30 which has one end 32 fixed to project from a contact surface 16 and bag-shaped hardware 20 accommodating the plate-like hardware 30 in the other segment 10. An opening 21 of the bag-shaped hardware 20 is an opening allowing the plate-like hardware 30 inserted from a contact surface 11 of the other segment 10 into the segment 10 to slid, an inner space 24 of the bag-shaped hardware 20 expands in a direction, orthogonal to the direction of the slide movement, from the opening 22 on the contact surface in the opening 24 to a segment inner part, and in the inner space 24 of the bag-shaped hardware 20 a grip body 50 and energizing means 60 energizing the grip body 50 are provided to constitute the joint structure for segment.
    • 要解决的问题:使用重量轻,成本低廉的金属配件将部件相互连接。 解决方案:要彼此连接的段之间的一个段15包括板状硬件30,其具有固定成从接触表面16突出的一端32和容纳板状硬件30的袋形硬件20 袋状硬件20的开口21是允许将板状硬件30从另一部分10的接触表面11插入到段10中的开口,袋的内部空间24 形状的硬件20沿与滑动运动方向正交的方向从开口24中的接触表面上的开口22扩展到段内部,并且在袋形硬件20a的内部空间24中 提供抓握体50和对手柄本体50通电的施力装置60,以构成分段的接合结构。 版权所有(C)2013,JPO&INPIT
    • 4. 发明专利
    • Temporary sleeper for shield tunnel work
    • 盾构隧道工程暂时停泊
    • JP2014009558A
    • 2014-01-20
    • JP2012148695
    • 2012-07-02
    • Ohbayashi Corp株式会社大林組I L C:Kk株式会社アイ・エル・シー
    • FUKUMOTO KATSUJIHANDA TAKESHIKOMATSUBARA KUNIOYOSHIDA KIMIHIROMAEKAWA AKIOSHIMODA TOSHIOSHIMODA KAZUMI
    • E21F13/02E01B23/12
    • PROBLEM TO BE SOLVED: To provide a temporary sleeper for shield tunnel work, applicable to either of an iron segment or a RC segment, usable for the segments having small-to-large cross sections, and also easily removable and reusable after being used.SOLUTION: The temporary sleeper for shield tunnel work includes a sleeper plate arranged to arcuately cut across the inner face of the segment connected thereto in a horizontal state, and supporting blocks on the upper faces of which the sleeper plate is mounted and supported at both right and left ends and which are arranged on the inner face of the segment. The supporting blocks include supporting brackets which are lined parallel in a vertical attitude and on the upper faces of which the sleeper plate is mounted, rail holding parts formed at the outside ends of the upper faces of the brackets to hold the bottom parts of rails, round steel bars mounted between the parallel supporting brackets for joining the supporting brackets to each other, and rail fixtures (standardized or separately manufactured rail retainers) mounted on the sleeper plate, respectively.
    • 要解决的问题:提供适用于具有小到大横截面的段的铁段或RC段中的任一个的盾构隧道工作的临时轨枕,并且在使用之后也容易地移除和可重复使用。 解决方案:屏蔽隧道工作的临时轨枕包括一个卧铺板,该卧铺板布置成水平状态地横切连接在其上的段的内表面,并且在其上面的支撑块安置并支撑在两个右侧 和左端,并且布置在片段的内表面上。 支撑块包括以垂直姿态平行排列并且在其安装有轨枕板的上表面的支撑托架,形成在托架的上表面的外端的轨道保持部分以保持轨道的底部部分, 安装在用于将支撑托架彼此连接的平行支撑托架之间的圆钢棒,以及分别安装在轨枕板上的轨道固定装置(标准化或单独制造的轨道保持器)。
    • 5. 发明专利
    • Joint structure of segment, and segment
    • 分部和部门的联合结构
    • JP2013104278A
    • 2013-05-30
    • JP2011250947
    • 2011-11-16
    • Ohbayashi Corp株式会社大林組I L C:Kk株式会社アイ・エル・シー
    • NAKAMURA TOSHIAKIYOSHIDA KIMIHIROKAGAWA ATSUSHIKAWAKAMI TOSHINOBUHISASUE KENICHISHIMODA TOSHIO
    • E21D11/04F16B5/00
    • PROBLEM TO BE SOLVED: To provide a joint structure capable of coping with a wide range of installation error of a metal fitting and a segment.SOLUTION: A joint structure comprises: a joint 30 constituted of a web part 3 fixed to a contact surface 11, a flange part 4 provided at one end of the web part 3, a wedge part 52 slidable in almost parallel to the flange part 4, and an elastic body section 60, in one segment 10 among segments to be connected; and a joint 30 constituted of a web part 3 fixed such that one end thereof is exposed on a contact surface 16, a flange part 4 provided at one end of the web part 3, a wedge part 52 slidable in almost parallel to the flange part 4, the contact surface 16 to the wedge part 52, and an elastic body section 60, in the other segment 15. The wedge part 52 of the joint 30 provided on the segment 15 is inserted into a concavity 45 provided in the segment 10, the wedge part 52 provided on the segment 15 is slidingly engaged with the wedge part 52 exposed in the concavity 45, and the joints are connected with each other, thus connecting the segments with each other.
    • 要解决的问题:提供能够应对金属配件和段的宽范围安装误差的接头结构。 解决方案:接头结构包括:接头30,其由固定到接触表面11的腹板部分3,设置在腹板部分3的一端的凸缘部分4,几乎平行于 凸缘部分4和弹性体部分60,在待连接的部分中的一个部分10中; 以及由腹板部3固定成使其一端露出在接触面16上的接头30,设在腹板部3的一端的凸缘部4,与凸缘部大致平行地滑动的楔部52 在另一段15中,接合表面16连接到楔形部分52和弹性体部分60.设置在段15上的接头30的楔形部分52插入到设置在段10中的凹部45中, 设置在节段15上的楔形部分52与暴露在凹部45中的楔形部分52滑动地接合,并且关节彼此连接,从而将这些部分彼此连接起来。 版权所有(C)2013,JPO&INPIT
    • 7. 发明专利
    • Installation method of precast member connecting hardware
    • 预制成员连接硬件的安装方法
    • JP2012097516A
    • 2012-05-24
    • JP2010247678
    • 2010-11-04
    • I L C:KkOhbayashi Corp株式会社アイ・エル・シー株式会社大林組
    • NAKAMURA TOSHIAKIMORIYA YOICHIYOSHIDA KIMIHIROKAGAWA ATSUSHIUEDA JUNNISHIMORI AKIHIROSHIMODA TOSHIO
    • E21D11/04E21D11/10
    • PROBLEM TO BE SOLVED: To provide an installation method of connecting hardware for realizing connection between precast members at a low cost.SOLUTION: The installation method includes: a step of arranging a first mold form 100 inside an outer mold form to be the almost same surface as an opening surface of the outer mold form 7; a step of integrating an interpolation body 200 and a second mold form 300 by temporarily fixing them; a step of inserting the interpolation body 200 to the inner space of cylindrical connecting hardware 20, integrating it and arranging it at the position of a prescribed depth inside the outer mold form; a step of placing concrete inside the outer mold form and curing it for a prescribed period; a step of pulling out and removing the first mold form 100 in the opening surface direction of the outer mold form 7; a step of releasing the temporary fixation of the integrated interpolation body 200 and second mold form 300 and pulling out and removing the second mold form 300 in the opening surface direction of the outer mold form 7; and a step of attaching a holding material 210 to the interpolation body 200 left in the inner space of the cylindrical connecting hardware 20, sliding the holding material 210 from a second space to a first space, thereby leading the interpolation body 200 together with the holding material from the inner space of the cylindrical connecting hardware to the first space and pulling it out in the opening surface direction of the outer mold form 7.
    • 要解决的问题:提供一种以低成本连接用于实现预制构件之间的连接的硬件的安装方法。 解决方案:安装方法包括:将第一模具模具100设置在外模具形式内以与外模具7的开口表面几乎相同的表面的步骤; 通过临时固定内插体200和第二模具300来整合插入体200的步骤; 将内插体200插入圆筒形连接硬件20的内部空间的步骤,将其整合并将其布置在外部模具形式内的规定深度的位置; 将混凝土置于外模中并固化一段规定时间的步骤; 在外模7的开口表面方向上拉出和移除第一模具100的步骤; 释放一体化内插体200和第二模具形式300的临时固定的步骤,并且在外模具7的开口表面方向上拉出和移除第二模具300; 以及将保持材料210附接到留在圆筒形连接硬件20的内部空间中的内插体200的步骤,将保持材料210从第二空间滑动到第一空间,从而使内插体200与保持 材料从圆筒形连接件的内部空间到第一个空间,并沿外模7的开口表面方向拉出。(C)2012年,JPO和INPIT
    • 8. 发明专利
    • Joint structure of segment
    • 连接结构
    • JP2007198099A
    • 2007-08-09
    • JP2006021166
    • 2006-01-30
    • I L C:KkIshikawajima Constr Materials Co Ltd株式会社アイ・エル・シー石川島建材工業株式会社
    • HASHIMOTO HIROHIDEKOBAYASHI KAZUHIROHOSHI HIDENORIKUNITO TAKASHIMINEZAKI AKIHIROSHIMODA TOSHIO
    • E21D11/04
    • PROBLEM TO BE SOLVED: To provide the joint structure of a segment which prevents the arising of generation of damage such as cracks on the concrete of a segment, and facilitates the joining of segments to shorten a construction period. SOLUTION: By the joint structure 1 of the segment 2 for joining adjacent segments 2 to each other, a male joint 5 has an anchor 7 embedded in one segment 2, and an almost barlike male fitting pin 8 which is connected to the anchor 7 and projects out of a joint end face 2b of one segment 2. A female joint 6 has an almost cylindrical female pipe 9 which is so embedded in the other segment 2 as to open toward the joint end face 2a of the other segment 2 and in which the male fitting pin 8 is inserted to be fitted, and an elastic material 10 which is disposed to cover the outer surface of the female pipe 9 and interposed between the other segment 2 and the female pipe 9. COPYRIGHT: (C)2007,JPO&INPIT
    • 要解决的问题:提供一种节段的接合结构,其防止在段的混凝土上产生诸如裂缝的损坏的产生,并且便于段的连接以缩短施工周期。 解决方案:通过用于将相邻段2彼此连接的段2的接头结构1,阳接头5具有嵌入在一个段2中的锚固件7和几乎为棒状的阳配合销8,其连接到 锚杆7从一段2的接头端面2b突出。阴接头6具有大致圆筒形的阴管9,其嵌入另一段2中,朝向另一段2的接头端面2a打开 并且其中插入插入配合销8以及弹性材料10,弹性材料10设置成覆盖阴管9的外表面并且插入在另一个部分2和阴管9之间。版权所有: (C)2007,JPO&INPIT
    • 9. 发明专利
    • Steel segment, and construction method for shield tunnel
    • 钢筋分段及施工方法
    • JP2010138677A
    • 2010-06-24
    • JP2008318744
    • 2008-12-15
    • Ohbayashi Corp株式会社大林組
    • KANAI MAKOTOUEDA JUNINA HIROSUKEMATSUOKA KAORUSHIMODA TOSHIO
    • E21D11/14E21D11/04
    • PROBLEM TO BE SOLVED: To restrain a reinforcement member from being bending-deformed when earth and water pressure acts thereon, in a steel segment.
      SOLUTION: This steel segment 100 includes a skin plate 10, a pair of main girders 11 erected toward the inside of a tunnel along longitudinal-directional along both side edge parts of the skin plate 10, and the detachably attachable reinforcing member 20 for connecting a space between the main girders 11. Both edge parts are separated from the skin plate 10, and the central part is formed into an arch shape to be adjacent to the skin plate 10, in the reinforcing member 20. The earth and water pressure acting on the skin plate 10 is transmitted, as a load toward the tunnel center, to the central part of the reinforcing member 20, but the reinforcing member 20 resists against the load by an axis-directional compression yield strength.
      COPYRIGHT: (C)2010,JPO&INPIT
    • 要解决的问题:在钢段中,当施加水压力时,限制加强构件的弯曲变形。 解决方案:该钢段100包括表皮板10,沿着纵向方向沿着皮肤板10的两个侧边缘部分竖立成隧道内侧的一对主梁11和可拆卸地附接的加强构件20 用于连接主梁11之间的空间。两个边缘部分与皮肤板10分离,并且中心部分在加强部件20中形成为与皮肤板10相邻的拱形。地球和水 作用在皮肤板10上的压力作为向隧道中心的载荷传递到加强构件20的中心部分,但是加强构件20通过轴向压缩屈服强度抵抗负载。 版权所有(C)2010,JPO&INPIT