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1. 发明专利

JP2003278494A Method for installing panel 审中-公开
标题翻译：安装面板的方法
公开(公告)号：JP2003278494A
公开(公告)日：2003-10-02
申请号：JP2002081292
申请日：2002-03-22
申请人： Ozawa Concrete Industries Co Ltd , Taisei Corp , 大成建設株式会社 , 小沢コンクリート工業株式会社
发明人： NAKAMURA TAKAYOSHI , IRIE SHIGEO , NISHIDA YOSHIO , INOUE YUKINORI , TERADA SATOSHI , NAITO TAKASHI
IPC分类号： E21D11/04 , E21D11/08 , E21D11/15
摘要： PROBLEM TO BE SOLVED: To provide a method for installing a panel which can be accurately installed in a short time.
SOLUTION: In this method for installing the panel 1 for being installed inside the tunnel undergoing steel lining 5, holders 4 are attached to the steel lining 5 at intervals in a depth direction; a bar 2 is installed between the holder 4; and a fixture 3, which is provided in the panel 1, is fitted into the bar 2. The panel 1 is installed via the bar 2, so that it can be unnecessary for the holder 4 to be attached to each of the fixtures 3. In addition, workability is enhanced because the fixture 3 has only to be attached while attention is paid only to a circumferential position in the tunnel.
COPYRIGHT: (C)2004,JPO
摘要翻译：要解决的问题：提供一种可以在短时间内精确安装的面板的安装方法。
解决方案：在安装面板1安装在经历钢衬5的隧道内的方法中，保持件4以深度方向间隔地安装在钢衬5上; 杆2安装在支架4之间; 并且设置在面板1中的固定装置3装配到杆2中。面板1经由杆2安装，使得保持器4可以不需要附接到每个固定装置3。此外，由于只需要注意在隧道中的周向位置，仅安装固定件3，所以可加工性得到提高。版权所有（C）2004，JPO

2. 发明专利

JP2013234478A Concrete form for manufacturing segment integrated with inner surface coated material, and method for manufacturing segment integrated with inner surface coated material 有权
标题翻译：用于制造与内表面涂层材料集成的分段的混凝土形式以及与内表面涂层材料集成的分段的方法
公开(公告)号：JP2013234478A
公开(公告)日：2013-11-21
申请号：JP2012106905
申请日：2012-05-08
申请人： Taisei Corp , 大成建設株式会社
发明人： NISHIDA YOSHIO
IPC分类号： E21D11/08
摘要： PROBLEM TO BE SOLVED: To provide a concrete form which is inexpensively manufactured, and a manufacturing method capable of efficiently and easily manufacturing a segment integrated with an inner surface coated material by using the concrete form.SOLUTION: A concrete form 10 for manufacturing a segment 100 integrated with an inner surface coated material 20 includes a cavity 1a consisting of side faces 1c and a bottom surface 1b. The cavity 1a accommodates the inner surface coated material 20 and is filled with fresh concrete FC for the segment. A projection 2 is provided at a position apart from the bottom surface 1b among the side face 1c of the cavity 1a of the concrete form 10, and an accommodation space K in which an end part of the inner surface coated material 20 is accommodated is formed between the projection 2 and the bottom surface 1b. A first elastic body 3 is provided in the accommodation space K, and the cavity 1a is filled with the fresh concrete FC in the state that the end part of the inner surface coated material 20 is brought into contact with the first elastic body 3.
摘要翻译：要解决的问题：提供廉价制造的混凝土形式以及能够通过使用混凝土形式有效且容易地制造与内表面涂层材料一体化的段的制造方法。解决方案：用于制造段的混凝土形式10 与内表面涂覆材料20一体化的图案100包括由侧面1c和底面1b组成的空腔1a。空腔1a容纳内表面涂层材料20，并且填充用于该段的新鲜混凝土FC。在混凝土模板10的空腔1a的侧面1c之间的离开底面1b的位置处设置突起2，并且形成容纳内表面涂覆材料20的端部的容纳空间K 在突起2和底面1b之间。第一弹性体3设置在容纳空间K中，并且在内表面涂覆材料20的端部与第一弹性体3接触的状态下，空腔1a填充有新鲜混凝土FC。

3. 发明专利

JP2011162987A segment 审中-公开
标题翻译：分割
公开(公告)号：JP2011162987A
公开(公告)日：2011-08-25
申请号：JP2010026074
申请日：2010-02-09
申请人： Taisei Corp , 大成建設株式会社
发明人： TANIGUCHI ATSUSHI , FUKUDA TAKAMASA , NISHIOKA IWAO , ISHII MITSURU , NISHIDA YOSHIO
IPC分类号： E21D11/04
摘要： PROBLEM TO BE SOLVED: To provide a segment which is simple in structure and can secure a large strength against a shearing force. SOLUTION: This segment 1 is used to form the outer shell of a tunnel by combining a plurality of segments. The segment includes a skin plate 2 forming the outer peripheral surface of the tunnel, inter-ring joint parts 3 vertically installed, in pairs, at both side edges of the skin plate at an interval in the axial direction of the tunnel, and inter-segment joint parts vertically installed, in pairs, at both end edges of the skin plate at an interval in the circumferential direction of the tunnel. A recess/projection fitting structure in which the surface contact of a projective surface 31a and a web surface 32a generally crossing each other in the joint direction is generated when the segment is joined to the other one installed adjacent thereto is formed at the inter-ring joint part. COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：提供一种结构简单并能够抵抗剪切力确保大的强度的段。解决方案：该段1用于通过组合多个段来形成隧道的外壳。该段包括形成隧道的外周面的皮肤板2，在隧道的轴向方向上间隔地沿垂直地成对地安装在皮肤板的两个侧边缘处的环形间接合部3，在隧道的圆周方向上间隔地沿着皮肤板的两端边缘成对垂直地安装。一个凹槽/突出配合结构，其中当在相邻的位置处连接到另一个安装部分时，产生在接合方向上大致彼此交叉的突出表面31a和腹板表面32a的表面接触。联合部分。版权所有（C）2011，JPO＆INPIT

4. 发明专利

JP2005194743A Segment and its manufacturing method 有权
标题翻译：分部及其制造方法
公开(公告)号：JP2005194743A
公开(公告)日：2005-07-21
申请号：JP2004000867
申请日：2004-01-06
申请人： Seiwa Consultant Kk , Taisei Corp , 大成建設株式会社 , 成和コンサルタント株式会社
发明人： NISHIDA YOSHIO , TANAKA YOSHIHIRO , TAKASHIMA MAKOTO , KANO KOICHI , CHO IKEN , FUKUSHIMA KENICHI
IPC分类号： E21D11/38 , E21D11/04 , E21D11/08
摘要： PROBLEM TO BE SOLVED: To provide a segment and its manufacturing method making the member thickness thin and causing no chipping of the corner part in a shield tunnel of great depth and bore.
SOLUTION: The segment 1 is manufactured comprising a general part 2 manufactured from a cement-based material 41 of high strength and formed as a rectangular slab with required curvature, and end face members 3 manufactured from a fiber reinforced cement-based mixed material and provided at the end faces of the general part 2 to constitute joint parts between the segments, wherein the surface of the end face member 3 on one end or both ends is provided with a seal groove 31 recessed in the extended direction. Waterproof coating treatment may be applied in a straddling manner to the surfaces of the end face members 3 and the surface of the general part 2.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：提供一种片段及其制造方法，使得部件厚度变薄，并且在深度和孔深的屏蔽隧道中不会使拐角部分发生碎裂。 <1>解决方案：制造包括由高强度的水泥基材料41制成的一般部分2并形成为具有所需曲率的矩形板的端部1，以及由纤维增强水泥基混合物制成的端面构件3 材料，并且设置在通用部分2的端面处以构成段之间的接合部分，其中端面构件3的一端或两端的表面设置有沿延伸方向凹陷的密封槽31。防水涂层处理可以跨越方式施加到端面构件3和一般部分2的表面上。（C）2005，JPO和NCIPI

5. 发明专利

JP2003278492A Method for installing panel 有权
标题翻译：安装面板的方法
公开(公告)号：JP2003278492A
公开(公告)日：2003-10-02
申请号：JP2002081210
申请日：2002-03-22
申请人： Taisei Corp , 大成建設株式会社
发明人： NAKAMURA TAKAYOSHI , IRIE SHIGEO , NISHIDA YOSHIO , INOUE YUKINORI
IPC分类号： E21D11/04
摘要： PROBLEM TO BE SOLVED: To provide a method for installing a panel which can be accurately installed in a short period of time.
SOLUTION: In this method for installing panel 1 for being installed inside a tunnel, a bar 2, which is directed in the depth direction of the tunnel, is installed on a wall surface of the tunnel; and a fixture 3, which is provided in the panel 1, which has an opening 32 wider than a section of the bar 2 and in which a narrow part 33 narrower than the section of the bar 2 is provided inside, is fitted into the bar 2 from the opening 32. For example, a recess, which is formed in the fixture 3, is formed like an ancient burial mound which is square at the head and rounded at the foot, and in which a circle and a trapezoid are combined together. Such a shape makes the opening with a wide frontage easily fitted to the bar 2, and the narrow part can prevent the bar 2 from slipping off.
COPYRIGHT: (C)2004,JPO
摘要翻译：要解决的问题：提供一种可以在短时间内精确地安装的面板的安装方法。解决方案：在这种安装面板1安装在隧道内的方法中，沿着隧道的深度方向引导的杆2安装在隧道的墙壁表面上; 以及设置在面板1中的固定装置3，其具有比杆2的部分宽的开口32，并且其中设置有比杆2的部分更窄的窄部33设置在杆3内。例如，形成在固定装置3中的凹部形成为类似于在头部是正方形并在脚部处被圆形并且其中圆形和梯形组合在一起的古老埋葬坑。这样的形状使得宽敞的开口容易地装配到杆2，并且狭窄部分可以防止杆2滑落。版权所有（C）2004，JPO

6. 发明专利

JP2014009465A Structure and construction method for intake and discharge channel 有权
标题翻译：结构和构造方法，用于采集和排放通道
公开(公告)号：JP2014009465A
公开(公告)日：2014-01-20
申请号：JP2012145387
申请日：2012-06-28
申请人： Taisei Corp , 大成建設株式会社
发明人： NISHIDA YOSHIO , HATTORI YOSHIFUMI , KATO TAKASHI , OSAKA MAMORU , TAKAHASHI MASAMI , FUKUHARA SATORU
IPC分类号： E02B9/04 , E21D9/06
CPC分类号： Y02E10/22
摘要： PROBLEM TO BE SOLVED: To provide a structure and a construction method for an intake and discharge channel capable of being simply constructed in comparison with a method for joining a shield tunnel 61 on a lateral surface of a conventional vertical shaft.SOLUTION: A steel box 1 is installed on a sea bottom. A diagonal tube 5 is positioned inside the steel box 1. A sharply-curved shield machine 6 makes an entry into the diagonal tube 5 from under the steel box 1. A temporary cover 51 is attached to an upper end of the diagonal tube 5.
摘要翻译：要解决的问题：提供一种用于与通常的垂直轴的侧面上的屏蔽通道61的接合方法相比较可以简单构造的进排气通道的结构和施工方法。解决方案：钢箱 1安装在海底。对角管5位于钢箱1的内部。急剧弯曲的屏蔽机6从钢箱1下方进入对角管5.临时盖51附接到对角管5的上端。

7. 发明专利

JP2005076305A Segment and method of manufacturing segment 有权
标题翻译：分段及其制造方法
公开(公告)号：JP2005076305A
公开(公告)日：2005-03-24
申请号：JP2003308612
申请日：2003-09-01
申请人： Taisei Corp , 大成建設株式会社
发明人： TANAKA YOSHIHIRO , NISHIDA YOSHIO
IPC分类号： E21D11/08 , B28B7/10
摘要： PROBLEM TO BE SOLVED: To provide a segment and a segment manufacturing method capable of thinning the member thickness, and causing no damage even if jack thrust acts at shield boring time, in a shielded tunnel having the deep depth and a large diameter.
SOLUTION: This segment manufacturing method uses the segment 1 having a general part 11 manufactured from a high strength cement material 2 being a rectangular board having required curvature, and an end surface member 12 manufactured by a fiber reinforced cement mixing material 3 on an end surface of the general part 11 pressed down by a jacking jack 61 when jacking a shield machine 6. The segment 1 is manufactured by arranging the end surface member 12, by placing the highly fluidal cement material 2, by arranging a form 4 with a surface having the end surface member 12 as an upper surface.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：为了提供一种能够使构件厚度变薄的段和段制造方法，即使在屏蔽镗孔时起到插头作用，也不会在具有深度和大直径的屏蔽通道中产生损伤。解决方案：该段制造方法使用具有由具有所需曲率的矩形板的高强度水泥材料2制成的具有一般部分11的段1和由纤维增强水泥混合材料3制成的端面构件12 一般部件11的端面在顶起屏蔽机器6时被顶起式起重器61压下。通过将高度流体的水泥材料2放置在一起，通过布置端面构件12来形成区段1，具有作为上表面的端面构件12的表面。版权所有（C）2005，JPO＆NCIPI

8. 发明专利

JP2004232457A Connection method for sheared reinforcement and sheared reinforcement 审中-公开
标题翻译：用于剪切加固和剪切加固的连接方法
公开(公告)号：JP2004232457A
公开(公告)日：2004-08-19
申请号：JP2004145519
申请日：2004-05-14
申请人： Taisei Corp , 大成建設株式会社
发明人： NAKAMURA TAISUKE , TSUBONE YASUO , AIHARA KOJI , MORIYA MASAYUKI , TSUDA KATSUTOSHI , NISHIDA YOSHIO
IPC分类号： E04C5/18
摘要： PROBLEM TO BE SOLVED: To provide a sheared reinforcement and a connection method for it, improving construction efficiency and reducing a cost.
SOLUTION: The sheared reinforcements obtained by connecting two opposite latch plates by a steel bar are inserted in lattice-like meshes of main reinforcement groups or distributing bar groups stretched between the opposite main reinforcement groups or between the distributing bar groups, and then turned to latch the respective latch plates to the outside of each main reinforcement group or distributing bar group, whereby the opposite main reinforcement groups or distributing bar groups are connected to each other by the sheared reinforcement.
COPYRIGHT: (C)2004,JPO&NCIPI
摘要翻译：要解决的问题：为了提供剪切加固和连接方法，提高施工效率并降低成本。解决方案：将通过钢筋连接两个相对的闩锁板获得的剪切加强件插入主要加强组或在相对的主加强组之间或分配杆组之间拉伸的分布杆组的格子状网格中，然后转动以将相应的闩锁板锁定到每个主加强组或分配杆组的外侧，由此相对的主加强组或分配杆组通过剪切加强件相互连接。版权所有（C）2004，JPO＆NCIPI

9. 发明专利

JP2015042813A 立坑の構築方法および立坑有权
标题翻译：垂直轴和垂直轴的构造方法
公开(公告)号：JP2015042813A
公开(公告)日：2015-03-05
申请号：JP2013174373
申请日：2013-08-26
申请人：大成建設株式会社 , Taisei Corp , 学校法人早稲田大学 , Waseda Univ
发明人： KOIZUMI ATSUSHI , NISHIDA YOSHIO , SHIBA YUKIO
IPC分类号： E21D1/00 , E02D23/00 , E02D23/08
摘要：【課題】地震時に発生する断面力を低減することが可能な立坑の構築方法および立坑を提供すること。【解決手段】下ケーソンAと、下ケーソンAの上端面に載置される上ケーソンBとを備える立坑Sとする。下ケーソンAと上ケーソンBとの間に、可撓性を有する止水手段Cを配置してもよい。立坑Sを構築する場合には、下ケーソンAと上ケーソンBとを仮結合した状態で両ケーソンA,Bを沈下させ、両ケーソンA,Bの境界が所定位置に達したら、両ケーソンA,Bの仮結合を解除する。【選択図】図1
摘要翻译：要解决的问题：提供一种垂直轴的施工方法，其可以降低地震期间产生的截面力和垂直轴。解决方案：垂直轴S包括下沉箱A和装在上部的上沉箱B 下沉箱A的端面A.也可以在下沉和上沉箱A和B之间布置具有柔性的切断装置C.在构成垂直轴S的情况下，沉箱A和B都沉降在其中上下沉箱A和B临时连接在一起的状态，并且当两个沉箱A和B之间的边界到达预定位置时，两个沉箱A和B的暂时连接被释放。

10. 发明专利

JP2014091937A Method for constructing underground space 有权
标题翻译：建筑地下空间的方法
公开(公告)号：JP2014091937A
公开(公告)日：2014-05-19
申请号：JP2012241951
申请日：2012-11-01
申请人： Taisei Corp , 大成建設株式会社
发明人： TAKAKURA KATSUHIKO , IMAISHI TAKASHI , NAKAMURA TAKAYOSHI , OSAKA MAMORU , MORITA TAIJI , NISHIDA YOSHIO , HATTORI YOSHIFUMI , ITO YUICHI , IWASHITA ATSUSHI
IPC分类号： E21D13/02 , E21D9/06
摘要： PROBLEM TO BE SOLVED: To propose an underground space construction method for constructing an underground space including a main line tunnel without interfering with the main line tunnel.SOLUTION: In an underground space construction method, a plurality of small cross section tunnels along the axial direction of a main line tunnel T1 are juxtaposed before or after construction of the main line tunnel T1, and a region enclosed by the plurality of small cross section tunnels is excavated in a state that the main line tunnel T1 is included in the region to form a large cross section space 1. The underground space construction method includes: a forward excavation step of making an excavator for small cross section tunnel excavate from a base end 12 toward a tip end 11 of the large cross section space 1; a tip end excavation step of making the excavator carry out U-turn in underground of the outside of the cross section of the main line tunnel T1 on the tip end 11 side of the large cross section space 1; and a return path excavation step of making the excavator excavate from the tip end 11 toward the base end 12.
摘要翻译：要解决的问题：提出一种地下空间施工方法，用于在不干扰主线隧道的情况下，构建包括主线隧道的地下空间。解决方案：在地下空间施工方法中，沿轴向方向的多个小横截面隧道在主线隧道T1的构造之前或之后并列设置主线路隧道T1，并且在主线路隧道T1被包括在该区域中的状态下挖出由多个小横截面隧道围成的区域，以形成大截面空间1.地下空间施工方法包括：从大截面空间1的基端12向前端11挖掘小截面隧道挖掘机的前方挖掘工序; 在大截面空间1的前端部11侧，使主体隧道T1的横截面外侧的地下部进行U型转弯的前端挖掘工序; 以及使挖掘机从前端部11朝向基端部12进行挖掘的返回路径挖掘工序。

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