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41. 发明专利

JP2007277953A Segment connecting structure and arrangement structure 有权
标题翻译：分段连接结构和布置结构
公开(公告)号：JP2007277953A
公开(公告)日：2007-10-25
申请号：JP2006106344
申请日：2006-04-07
申请人： Nippon Steel Corp , 新日本製鐵株式会社
发明人： ISHIDA MUNEHIRO , MIYAKE MASATO , SADA TAKASHI
IPC分类号： E21D11/04 , E21D11/14 , E21D11/38
摘要： PROBLEM TO BE SOLVED: To provide a segment connecting structure having both high yield strength and high rigidity, capable of opposing the large bending moment acting on the tunnel inside surface side as tensile force, capable of surely performing connecting work even in a narrow field space, and capable of further rationalizing a structural specification of a joint.
SOLUTION: This segment connecting structure is used when mutually connecting adjacent segments 3 in the peripheral direction. Mutual joint plates 23 formed on the natural ground side are joined by a bolt on an abutting surface in the peripheral direction of the segments 3. A main girder 24 orthogonal to the axial direction of a tunnel and having a web and a flange formed on at least its inside surface side, is arranged on both ends in the axial direction of the segments 3 and at least in its intermediate part. A splice plate 25 is installed between the respective main girders 24 in the segments 3 adjacent in the peripheral direction. The splice plate 25 and the main girders 24 are mutually joined by the bolt.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：为了提供具有高屈服强度和高刚性的段连接结构，能够将作用在隧道内表面侧的大弯矩作为拉力来抵抗，即使在狭窄的场地空间，并能够进一步合理化关节的结构规范。
解决方案：当沿周向相互连接相邻的段3时，使用该段连接结构。形成在自然地侧的相互接合板23通过螺栓连接在节段3的周向上的抵接面上。主梁24与隧道的轴向垂直并具有腹板和凸缘至少其内表面侧布置在节段3的轴向方向上的两端并且至少在其中间部分中。接合板25安装在沿周向相邻的段3中的主要主梁24之间。接合板25和主梁24通过螺栓相互连接。版权所有（C）2008，JPO＆INPIT

42. 发明专利

JP2005299090A Main girder part reinforcement structure of ferrous segment for tunnel 有权
标题翻译：隧道铁路段主要部件加固结构
公开(公告)号：JP2005299090A
公开(公告)日：2005-10-27
申请号：JP2004112345
申请日：2004-04-06
申请人： Nippon Steel Corp , 新日本製鐵株式会社
发明人： ISHIDA MUNEHIRO , NAKAYAMA HIROAKI , MIYAKE MASATO
IPC分类号： E21D11/14
摘要： PROBLEM TO BE SOLVED: To provide a main girder part reinforcement structure of a ferrous segment for a tunnel, having yield strength for the sectional force such as large bending moment or the circumferential axial force applied to a local part of a segment ring in a simple structure at a low cost.
SOLUTION: In this main girder part reinforcement structure of a ferrous segment for a tunnel, the main girder part only in the part where large sectional force is locally generated is reinforced in a tunnel segment ring formed by connecting a plurality of ferrous segments for a tunnel composed of a main girder, a joint plate, a longitudinal rib and a skin plate to each other in the circumferential direction.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：为了提供用于隧道的铁分段的主梁部分加强结构，其具有用于诸如大弯矩的分段力的屈服强度或施加到段环的局部部分的周向轴向力在一个简单的结构以低成本。解决方案：在用于隧道的铁网段的主梁部分加强结构中，仅在局部产生大截面力的部分中的主梁部分在通过连接多个铁网段形成的隧道段环中被加强对于由主梁，接合板，纵向肋和外壳构成的隧道在周向上彼此相对。版权所有（C）2006，JPO＆NCIPI

43. 发明专利

JP2005264661A Antiseismic joint structure of segment 有权
标题翻译：分段的抗连接结构
公开(公告)号：JP2005264661A
公开(公告)日：2005-09-29
申请号：JP2004082760
申请日：2004-03-22
申请人： Nippon Steel Corp , 新日本製鐵株式会社
发明人： NAKAYAMA HIROAKI , MIYAKE MASATO , ISHIDA MUNEHIRO
IPC分类号： E21D11/04
摘要： PROBLEM TO BE SOLVED: To provide an antiseismic joint structure of segments capable of imparting earthquake resistance without changing the tunnel axial length of a male side engaging member.
SOLUTION: The male side engaging member 6 comprises a locking member 3 having a locking protrusion 4 at the tip, and a case member 36 with a guide part fixed to the side face of one segment 2 while biasing the locking member 3 by a spring in the tunnel axial direction to support the locking member 3 in a forward movable manner. A female side engaging member 5 comprises a slide stopper holding frame 20 fixed to the side face of the other segment 1, and a slide stopper 12 supported movably in the radial direction of the tunnel by the holding frame 20, biased by a spring in a direction to close an entry part of the locking member 3 and capable of locking the locking protrusion 4.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：提供能够赋予抗震性而不改变阳侧接合构件的隧道轴向长度的段的抗震接头结构。解决方案：阳侧接合构件6包括在尖端处具有锁定突起4的锁定构件3和具有引导部分的壳体构件36，该引导部分固定到一个区段2的侧面，同时将锁定构件3偏压在隧道轴向方向上的弹簧以可向前移动的方式支撑锁定构件3。阴侧接合构件5包括固定在另一个区段1的侧面的滑动止动器保持框架20和通过保持框架20在隧道的径向方向上可移动地支撑的滑动止动件12，其被弹簧偏压关闭锁定构件3的入口部分并且能够锁定锁定突起4的方向。（C）2005年，JPO和NCIPI

44. 发明专利

JP2005264556A Concrete filled steel segment and primary lining body for tunnel 有权
标题翻译：混凝土填充钢段和主要内衬管道
公开(公告)号：JP2005264556A
公开(公告)日：2005-09-29
申请号：JP2004078446
申请日：2004-03-18
申请人： Nippon Steel Corp , 新日本製鐵株式会社
发明人： NAKAYAMA HIROAKI , MIYAKE MASATO , ISHIDA MUNEHIRO
IPC分类号： E21D11/04 , E21D11/14
摘要： PROBLEM TO BE SOLVED: To provide a concrete filled steel segment of excellent economical efficiency reducing bending moment generated by the own weight of the segment by reducing the own weight of the segment.
SOLUTION: The concrete filled steel segment 15 used as a primary lining body of a tunnel constructed by a shield tunneling method is constituted by filling concrete 4 inside a steel shell 17 composed of at least main girders 5, joint plates 6, vertical ribs 16 and skin plates 7. The vertical rib 16 is composed of a hollow member, and a closed space for preventing the inflow of the inside filling concrete 4 is formed inside the steel shell 17 by a plurality of members constituting the steel shell 17. A concrete layer is formed on the whole surface on the tunnel inner space side of the segment.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：提供一种经济效益低的混凝土填充钢段，通过减小段的自身重量来减少由自身重量产生的弯矩。
解决方案：用作盾构隧道法构造的隧道的主衬里体的混凝土填充钢段15由将混凝土4填充在由至少主梁5，接头板6，垂直肋16和皮肤板7.垂直肋16由中空构件构成，并且通过构成钢壳17的多个构件在钢壳17内形成用于防止内部填充混凝土4流入的封闭空间。在该段的隧道内空间侧的整个表面上形成混凝土层。版权所有（C）2005，JPO＆NCIPI

45. 发明专利

JP2005146547A Pipe roof mounting structure and mounting method 有权
标题翻译：管道屋顶安装结构和安装方法
公开(公告)号：JP2005146547A
公开(公告)日：2005-06-09
申请号：JP2003381998
申请日：2003-11-12
申请人： Kajima Corp , Nippon Steel Corp , 新日本製鐵株式会社 , 鹿島建設株式会社
发明人： YOSHIKAWA TADASHI , NISHIJIMA TORU , KATO MAKOTO , HAYASHI NOBORU , TSURUTA KOICHI , ISHIDA MUNEHIRO , MIYAKE MASATO
IPC分类号： E21D9/04 , E21D9/01
摘要： PROBLEM TO BE SOLVED: To provide a pipe roof mounting structure and mounting method that can positively prevent the movement of a connection part between a pipe roof end part and a tunnel lining material in constructing a large space in the ground by enlarging the inside of pipe roofs installed in a semicircular or arcuate shape as earth retaining works between tunnels bored in parallel. SOLUTION: The pipe roofs 2, 2 are constructed arcuately in vertical symmetry on the upper side and lower side between the shield tunnels 1, 1 bored in parallel. Each pipe roof 2 is formed of a plurality of jacking pipes 4, and each end part is connected to an SC segment 3 installed as the lining material of the shield tunnel 1. A pedestal 5 is installed at the connection part. The pedestal 5 and one inside point of the segment 3 are connected by a timbering material 7 to restrain the movement of the connection part. The timbering material 7 is formed of steel such as wide-flange shape steel. COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：提供一种管屋顶安装结构和安装方法，其可以通过扩大在地面中构建大的空间来确保地防止管道顶端部分和隧道衬里材料之间的连接部分的移动安装在半圆形或弧形形状的管道屋顶内部，因为平行钻孔的隧道之间的地球保持工作。解决方案：管道屋顶2,2在平行钻孔的屏蔽隧道1,1之间的上侧和下侧以垂直对称的方式构造成弧形。每个管屋顶2由多个顶起管4形成，并且每个端部连接到作为屏蔽通道1的衬里材料安装的SC段3。基座5安装在连接部分处。基座5和节段3的一个内部点由木材7连接以限制连接部的移动。木材材料7由诸如宽法兰形钢的钢制成。版权所有（C）2005，JPO＆NCIPI

46. 发明专利

JP2011157755A Steel segment and composite segment 审中-公开
标题翻译：钢部分和复合部分
公开(公告)号：JP2011157755A
公开(公告)日：2011-08-18
申请号：JP2010021288
申请日：2010-02-02
申请人： Nippon Steel Corp , 新日本製鐵株式会社
发明人： IMAFUKU KENICHIRO , HISAZUMI KAZUMASA , HIROZAWA NORIYUKI , MIYAKE MASATO , ISHIDA MUNEHIRO , FUJII YOSHINORI
IPC分类号： E21D11/14 , E21D11/08
摘要： PROBLEM TO BE SOLVED: To provide a steel segment which can reduce manufacturing costs by reducing the number of members and that of man-hours for working while securing an efficient cross section, and a composite segment.
SOLUTION: The steel segment includes at least a plurality of steel sheet piles 110 which each have a joint 118 at an end, which each have an uneven cross section cut in a direction perpendicular to a longitudinal direction and which are each mutually connected to another adjacent steel sheet pile via the joint, a main girder 120 which is joined to the steel sheet pipe in such a manner that a longitudinal direction is parallel to a circumferential direction of a tunnel and which is provided with a joining means for being joined to another adjacent steel segment in the axial direction of the tunnel, and a joint plate 130 which is joined to the main girder and the plurality of steel sheet piles in such a manner that a longitudinal direction is perpendicular to the longitudinal direction of the main girder and which is provided with a joining means for being joined to another adjacent steel segment in the circumferential direction of the tunnel.
COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：提供一种能够通过在确保有效的横截面的同时减少构件的数量和工作时间来减少制造成本的钢段以及复合段。解决方案：钢段包括至少多个钢板桩110，每个钢板桩110在一端具有接头118，每个钢板桩110在与纵向方向垂直的方向上具有不均匀横截面，并且彼此相互连接通过接头连接到另一相邻的钢板桩，主梁120以与纵向方向平行于隧道的圆周方向的方式连接到钢板管，并且设置有用于接合的接合装置在隧道的轴向方向上的另一个相邻的钢段，以及连接板130，其以主纵梁方向垂直于主梁的纵向方向连接到主梁和多个钢板桩并且设置有在隧道的圆周方向上连接到另一相邻钢段的接合装置。版权所有（C）2011，JPO＆INPIT

47. 发明专利

JP2010242397A Composite segment having surface plate on inner cavity side and tunnel 有权
标题翻译：具有内壁和隧道表面板的复合段
公开(公告)号：JP2010242397A
公开(公告)日：2010-10-28
申请号：JP2009092931
申请日：2009-04-07
申请人： Nippon Steel Corp , 新日本製鐵株式会社
发明人： ISHIDA MUNEHIRO , SADA TAKASHI , MIYAKE MASATO , NAKAJIMA MASANARI
IPC分类号： E21D11/04 , E21D11/14
摘要： PROBLEM TO BE SOLVED: To provide a composite segment with a surface plate on the inner cavity side which has an increased maintainability and can increase performance by securing a composite effect due to the integration thereof with a filler, and a tunnel having a tunnel lining formed by combining the composite segments. SOLUTION: A filled concrete 12 is prevented from coming out by the inner cavity side rib 16 of an inner cavity side surface plate 15, and a composite effect for the integral behavior of a steel shell 11 and the filled concrete 12 can be obtained. Therefore, the thickness of the composite segment can be reduced while increasing the rigidity and the proof strength thereof. Also, the inner cavity side surface plate 15 provided on the tunnel inner cavity S side can be visually inspected, and the maintainability thereof can be improved. COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：为了提供具有内腔侧的表面板的复合段，其具有增加的可维护性，并且可以通过确保由于其与填料的一体性而产生的复合效应来提高性能，以及具有通过组合复合段形成隧道衬砌。解决方案：通过内腔侧面板15的内腔侧肋16防止填充混凝土12脱出，钢壳11和填充混凝土12的整体行为的复合效果可以是获得。因此，可以减小复合材料的厚度，同时提高刚性和抗强度。此外，可以目视检查设置在隧道内腔S侧的内腔侧面板15，并且可以提高其可维护性。版权所有（C）2011，JPO＆INPIT

48. 发明专利

JP2010168744A Steel segment filled with concrete 有权
标题翻译：钢筋分段填充混凝土
公开(公告)号：JP2010168744A
公开(公告)日：2010-08-05
申请号：JP2009010107
申请日：2009-01-20
申请人： Nippon Steel Corp , 新日本製鐵株式会社
发明人： NAKAJIMA MASANARI , MIYAKE MASATO , SANO YOICHI , IMAFUKU KENICHIRO
IPC分类号： E21D11/14
摘要： PROBLEM TO BE SOLVED: To achieve a structure with high structural reliability, which can stably exert desired strength of a joint portion, by employing an inexpensive and simple constitution. SOLUTION: This steel segment 1 filled with concrete is constituted by infilling concrete 41 into a steel shell 10 which comprises a pair of main plate girders 11, a pair of joint plates 13 and a skin plate. A plurality of longitudinal ribs 31 are arranged almost in parallel with the axial direction of a tunnel in the steel shell 10. A load transfer member 33 is arranged almost in parallel with the circumferential direction of the tunnel in the concrete 41. The one end side 33a of the load transfer member 33 is anchored to the longitudinal rib 31A adjacent to the joint plate 13. A connecting member 35 is arranged between the joint plate 13 and the longitudinal rib 31A. One end 35a of the connecting member 35 is fixed to the joint plate 13, and the other end 35b thereof is fixed to the longitudinal rib 31A. A tensile load and the like acting on the joint portion 23 of the joint plate 13 are surely transferred to the longitudinal rib 31A and the load transfer member 33 via the connecting member 35. COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：通过采用廉价且简单的结构，实现了可以稳定地施加所需强度的结合部的结构可靠性高的结构。解决方案：填充有混凝土的钢段1由将混凝土41填充到钢壳10中而构成，钢壳10包括一对主板梁11，一对接合板13和皮板。多个纵向肋31与钢壳10中的隧道的轴向几乎平行地布置。负载传递构件33与混凝土41中的隧道的周向大致平行地布置。一端侧负载传递构件33的33a被锚固到与接合板13相邻的纵向肋31A。连接构件35布置在接合板13和纵向肋31A之间。连接构件35的一端部35a固定在接合板13上，另一端部35b固定在纵向肋31A上。作用在接头板13的接合部23上的拉伸载荷等通过连接部件35可靠地转移到纵向肋31A和载荷传递部件33上。（C）2010，JPO＆INPIT

49. 发明专利

JP2009046871A Bulkhead board for connected part of tunnels with different sections and water cut-off structure using the same 有权
标题翻译：使用不同部分的隧道连接部分和水切割结构的大型板
公开(公告)号：JP2009046871A
公开(公告)日：2009-03-05
申请号：JP2007213619
申请日：2007-08-20
申请人： Nippon Steel Corp , 新日本製鐵株式会社
发明人： ISHIDA MUNEHIRO , MIYAKE MASATO
IPC分类号： E21D11/04 , E21D11/14
摘要： PROBLEM TO BE SOLVED: To provide a bulkhead board for the connected part of tunnels with different sections and a water cut-off structure using the bulkhead board. SOLUTION: This bulkhead board 1 is so disposed continuously in the axial direction of a tunnel so as to be held between two tunnel segment rings with different tunnel sections. A seal groove 23 and a seal member 20 disposed in the seal groove 23 are placed in and on each of the front and rear surfaces of the bulkhead board 1 in the axial direction of the tunnel brought into contact with the segment rings 7, 8 for one tunnel and the other wider or narrower tunnel connected thereto. The seal groove 23 is so arranged continuously with the end surface of the bulkhead board 1 in the circumferential direction of the tunnel so as to be connected to the seal grooves 23 formed in both front and rear surfaces. The seal member 20 is so arranged in the seal groove in the end surface of the bulkhead board in the circumferential direction of the tunnel so as to be connected to the seal members 20 on both front and rear surfaces. The seal members 20 are annularly formed continuously on both front and rear surfaces of the bulkhead board 1 and the end surface of the bulkhead board in the circumferential direction of the tunnel. COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：为使用不同部分的连接部分的隧道提供隔板，并使用隔板来提供截水结构。
解决方案：该隔板1沿隧道的轴向方向连续设置，以保持在具有不同隧道段的两个隧道段环之间。设置在密封槽23中的密封槽23和密封构件20设置在与分段环7,8接触的隧道的轴向上的隔板板1的前表面和后表面中的每一个上，一个隧道，另一个较宽或较窄的隧道与其相连。密封槽23与隔壁板1的端面在隧道的圆周方向上连续配置，以与前后表面形成的密封槽23连接。密封构件20沿着隧道的周向布置在隔板的端面中的密封槽中，以便在前表面和后表面上连接到密封构件20。密封构件20在隔壁板1的前表面和后表面以及隔板板的端面在隧道的圆周方向上连续地环形地形成。版权所有（C）2009，JPO＆INPIT

50. 发明专利

JP2008297816A Fire-resistant structure between segments 有权
标题翻译：部分之间的耐火结构
公开(公告)号：JP2008297816A
公开(公告)日：2008-12-11
申请号：JP2007145602
申请日：2007-05-31
申请人： Nippon Steel Corp , 新日本製鐵株式会社
发明人： KAWAMURA AKIYOSHI , MIYAKE MASATO , NAKATSU KENICHI
IPC分类号： E21D11/04 , E21D11/38
摘要： PROBLEM TO BE SOLVED: To provide a fire-resistant structure between segments capable of applying a fire-resistant measure between the segments in an extremely short construction period at low cost. SOLUTION: In this fire-resistant structure between the segments adjacent to each other in the tunnel circumferential or axial directions and each having a fire-resistant layer at least on the tunnel inner space side, the gap G with a controlled distance is formed between the fire-resistant layer on the tunnel inner space side of one of the segments adjacent to each other in the tunnel circumferential or axial direction and the fire-resistant layer on the tunnel inner space side of the other segment for securing fire resistant between the segments. The gap G with the controlled distance is filled with a fire-resistant filler. Also, the gap G is filled with a backup material 49 and the fire-resistant filler. COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：在极短的施工周期内以低成本提供能够在段之间施加耐火措施的段之间的耐火结构。解决方案：在隧道周向或轴向彼此相邻的段之间的这种耐火结构中，至少在隧道内空间侧具有耐火层，具有受控距离的间隙G为形成在隧道周向或轴向彼此相邻的一个段的隧道内部空间侧上的耐火层与另一个段的隧道内部空间侧上的耐火层之间，用于在细分。具有受控距离的间隙G填充有耐火填料。此外，间隙G填充有备用材料49和耐火填料。版权所有（C）2009，JPO＆INPIT

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