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1. 发明专利

JP2006159581A Combined segment and its manufacturing method 有权
标题翻译：组合部分及其制造方法
公开(公告)号：JP2006159581A
公开(公告)日：2006-06-22
申请号：JP2004353469
申请日：2004-12-07
申请人： Nippon Steel Corp , Tokyo Ekon Kentetsu Kk , 新日本製鐵株式会社 , 東京エコン建鉄株式会社
发明人： NAKAYAMA HIROAKI , MIYAKE MASATO , FUJII YOSHINORI , YOSHINO SEISHI , OBA TSUTOMU
IPC分类号： B28B7/10 , B28B23/02 , E21D11/04 , E21D11/08 , E21D11/14
摘要： PROBLEM TO BE SOLVED: To provide a manufacturing method of a combined segment constituted by integrating an internal reinforced concrete structure and an outer shell from an aspect of strength.
SOLUTION: Rod-shaped steel materials 4 are installed on a steel shell equipped with main beams 1, joint plates 5, a skin plate 3 and longitudinal ribs 2 having opening parts 7 so as to cross longitudinal ribs 2 and the steel shell is filled with padding concrete 6 to form a combined segment. In this combined segment, the longitudinal ribs 2 are incorporated in and welded to the skin plate 3 on which the main beams 1 are temporarily placed at predetermined attaching positions, the rod-shaped steel materials 4 are subsequently inserted in the longitudinal ribs 2 to form a member composed of the skin plate 3, the longitudinal ribs 2 and the rod-shaped steel materials 4, this member is integrally molded along with the outer shell composed of the main beams 1 and the joint plates 5, the skin plate 3 and the longitudinal ribs 2 by welding and concrete 6 is cast in the formed outer shell.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供从强度方面综合内部钢筋混凝土结构和外壳构成的组合段的制造方法。解决方案：杆状钢材4安装在配备有主梁1，接头板5，皮肤板3和具有开口部分7的纵向肋2的钢壳上，以便横向纵向肋2和钢壳填充有混凝土6以形成组合段。在这个组合的部分中，纵向肋2被并入并焊接到主板1暂时放置在预定的附接位置的表皮板3上，杆状钢材4随后被插入纵向肋2中以形成由皮肤板3，纵向肋2和棒状钢材4构成的构件，与主梁1和接合板5，皮肤板3和外壳3的外壳一体地成型。通过焊接和混凝土6的纵向肋2被铸造在形成的外壳中。版权所有（C）2006，JPO＆NCIPI

2. 发明专利

JP2011047267A Segment and method for manufacturing the same 有权
标题翻译：其制造方法及其制造方法
公开(公告)号：JP2011047267A
公开(公告)日：2011-03-10
申请号：JP2010172693
申请日：2010-07-30
申请人： Nippon Steel Corp , 新日本製鐵株式会社
发明人： NAKAJIMA MASANARI , ISHIDA MUNEHIRO , MIYAKE MASATO , FUJII YOSHINORI , HISAZUMI KAZUMASA
IPC分类号： E21D11/04
摘要： PROBLEM TO BE SOLVED: To provide a segment which suppresses out-of-plane deformation of a flange member on the basis of welding heat by an inexpensive constitution, and which can enhance load transfer performance between the flange members. SOLUTION: This segment 1 includes a main girder 5 which comprises a web member 51 and the flange member 52, and a skin plate 7 which is provided on either or both of a natural-ground and inner-space sides; the web member 51 and the flange member 52 are fixed to each other by welding; and a connecting member 3 for connecting the web member 51 and the flange member 52 together or connecting the vertically-opposed flange members 52 together is provided. COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：提供一种通过廉价的构造基于焊接热量来抑制凸缘构件的平面外变形的区段，并且其可以增强凸缘构件之间的负载传递性能。解决方案：该段1包括主梁5，主梁5包括腹板构件51和凸缘构件52，以及设置在天然地面和内侧空间侧的一个或两个上的皮肤板7; 腹板构件51和凸缘构件52通过焊接彼此固定; 并且设置有用于将腹板构件51和凸缘构件52连接在一起或将竖直相对的凸缘构件52连接在一起的连接构件3。版权所有（C）2011，JPO＆INPIT

3. 发明专利

JP2011047265A Segment and method for manufacturing the same 有权
标题翻译：其制造方法及其制造方法
公开(公告)号：JP2011047265A
公开(公告)日：2011-03-10
申请号：JP2010172676
申请日：2010-07-30
申请人： Nippon Steel Corp , 新日本製鐵株式会社
发明人： NAKAJIMA MASANARI , ISHIDA MUNEHIRO , MIYAKE MASATO , FUJII YOSHINORI , HISAZUMI KAZUMASA
IPC分类号： E21D11/04
摘要： PROBLEM TO BE SOLVED: To provide an inexpensive segment for tunnel lining, which facilitates dimensional management and which has stable performance. SOLUTION: This segment includes at least one pair of main girders 2 which have one web member 7 and at least one flange member 8, and skin plates 3 and 4 which are provided on either or both of a natural ground side or an inner space side. The flange member 8 is arranged on the segment inside surface of the of the web member 7 in such a manner that the whole of the plate-thickness portion of the one-side end surface of the flange member 8 abuts thereon; they are fixed to each other; and the main girder is formed in an approximately U-shaped or L-shaped main-girder cross section. COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：为隧道衬里提供便宜的部件，便于尺寸管理，性能稳定。解决方案：该段包括至少一对主梁2，其具有一个腹板构件7和至少一个凸缘构件8，以及皮肤板3和4，其设置在自然地侧或内空间。凸缘构件8以使得凸缘构件8的单侧端面的板状部的整体抵接在其上的方式配置在腹板构件7的分段内表面上; 它们彼此固定; 并且主梁形成为大致U形或L形的主梁横截面。版权所有（C）2011，JPO＆INPIT

4. 发明专利

JP2009249940A Composite segment 有权
标题翻译：复合材料
公开(公告)号：JP2009249940A
公开(公告)日：2009-10-29
申请号：JP2008100226
申请日：2008-04-08
申请人： Nippon Steel Corp , 新日本製鐵株式会社
发明人： IMAFUKU KENICHIRO , ISHIDA MUNEHIRO , HIROZAWA NORIYUKI , MIYAKE MASATO , NAKAJIMA MASANARI
IPC分类号： E21D11/14 , E21D11/04 , E21D11/08
摘要： PROBLEM TO BE SOLVED: To provide a high rigidity, high-strength and low cost composite segment which enables a tensile force acting on a joint material of a segment joint to be transferred to both circumferential reinforcements, embedded in a steel shell and filling concrete in well balance, with high rigidity and high strength.
SOLUTION: The composite segment is provided with a steel shell segment composed of a plurality of main girders 2, a pair of joint plates 3, a skin plate 4 and vertical ribs 6, is integrated by the circumferential reinforcements 11 and the filling concrete 9 for embedding the circumferential reinforcements and is not provided with a bolt box. A joint material is arranged in close vicinity of the main girder; a reinforcing material is arranged in close vicinity of the joint material in parallel with the main girder across the joint material, and installed from the joint plate 3 at least to the vertical rib 6a adjacent to the joint plate 3; the joint plate 3 of the reinforcing material 8 and a portion abutting on the vertical rib 6 adjacent to the joint plate 3 are fixed to the joint plate 3 and the vertical rib 6a adjacent to the joint plate 3; and the circumferential reinforcements 11 are provided up to positions to the joint plate 3 with respect to the vertical rib 6a adjacent to the joint plate 3.
COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：提供高刚性，高强度和低成本的复合段，其使作用在节段接头的接头材料上的拉力能够转移到嵌入钢壳中的两个周向增强件上，充填混凝土平衡，刚度高，强度高。解决方案：复合段设置有由多个主梁2组成的钢壳段，一对接合板3，表皮板4和垂直肋6，其通过周向增强件11和填充物用于嵌入周向加强件的混凝土9，并且不具有螺栓箱。在主梁附近设置接头材料; 加强材料布置在接头材料附近，与主梁平行地穿过接头材料，并且从连接板3至少安装到与接头板3相邻的垂直肋6a; 加强材料8的接合板3和邻接于接合板3的垂直肋6上的部分固定到接头板3和与接合板3相邻的垂直肋6a; 并且环形加强件11相对于与接合板3相邻的垂直肋6a设置到连接板3的位置。（C）2010，JPO＆INPIT

5. 发明专利

JP2009235890A Method and structure for installing inner wall fitting member to synthetic segment 有权
标题翻译：将内壁安装件安装到合成部分的方法和结构
公开(公告)号：JP2009235890A
公开(公告)日：2009-10-15
申请号：JP2008186973
申请日：2008-07-18
申请人： Kajima Corp , Metropolitan Expressway Co Ltd , Nippon Steel Corp , 新日本製鐵株式会社 , 首都高速道路株式会社 , 鹿島建設株式会社
发明人： KAJIKAWA HATSUTARO , NAKAGAWA MASAYOSHI , FURUICHI KOSUKE , ABE TAKASHI , KAWABATA NORIYUKI , MIYAKE MASATO
IPC分类号： E21D11/04 , E21D11/10 , E21D11/38
摘要： PROBLEM TO BE SOLVED: To provide an installing method of a fire resistant material on a synthetic segment for fixing a reinforcing member to the segment without any repetitive coating or welding on a surface of the segment, and a fire resistant structure of the synthetic segment.
SOLUTION: At the position of a member fixing hole 13, a lid 15 is provided on a surface 18 on the ground side of a skin plate 7 on a pit inside side. After applying the corrosion-resistant coating 21 on a surface 17 on the pit inside side of the skin plate 7 on the pit inside side and an inner circumferential part 19 of the member fixing hole 13, concrete 23 is filled in an inner part 25 of a steel shell 3 to complete a steel shell synthetic segment 1 and a pit wall such as an inner circumferential surface of a tunnel is lined. Then, a prepared hole 26 is formed in the lid 15 and the concrete 23, a post-cast anchor 27 is fixed in the prepared hole 26, and a net 29 is mounted on the surface 17 on the pit inside side of the skin plate 7 on the pit inside side. In addition, a fire resistant material 31 is blown on the surface 17 on the pit inside side of the skin plate 7 on the pit inside side with the net 29 being fixed thereto.
COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：提供一种耐火材料在合成段上的安装方法，用于将加强构件固定到段上，而不会在段的表面上重复地涂覆或焊接，并且防火结构合成段。解决方案：在构件固定孔13的位置处，在凹坑内侧的表皮板7的地面上的表面18上设置盖15。在耐蚀涂层21涂敷在表皮板7的凹坑内侧的凹坑内侧的表面17和构件固定孔13的内周部19上之后，将混凝土23填充到用于完成钢壳合成段1的钢壳3和隧道内周面等坑壁被排列。然后，在盖15和混凝土23中形成预备孔26，将固定后的锚固体27固定在预备孔26中，并且将网29安装在皮肤板的内侧的表面17上 7在坑里面。此外，将防火材料31吹在外壳板7的凹坑内侧的表面17上，其中网29固定在凹坑内侧。版权所有（C）2010，JPO＆INPIT

6. 发明专利

JP2005232815A Corrosion prevention structure and corrosion-prevention method for steel in interface between steel and concrete, and corrosion prevention structure and corrosion-prevention method of composite segment 审中-公开
标题翻译：钢和混凝土界面钢的腐蚀预防结构和腐蚀预防方法，以及腐蚀预防结构和腐蚀预防方法的复合部分
公开(公告)号：JP2005232815A
公开(公告)日：2005-09-02
申请号：JP2004043917
申请日：2004-02-20
申请人： Nippon Steel Corp , 新日本製鐵株式会社
发明人： IMAFUKU KENICHIRO , MIYAKE MASATO
IPC分类号： E21D11/04 , E04B1/64
摘要： PROBLEM TO BE SOLVED: To provide a corrosion prevention structure and a corrosion prevention method for a steel in an interface of a low cost concrete and a corrosion prevention structure and a corrosion-preventing method of a composite segment without having danger of causing degradation of a corrosion prevention performance and a structural performance while maintaining the integrity of the steel and the concrete.
SOLUTION: In the corrosion prevention structure of the steel in the interface between the steel and the concrete, a polymer cement layer is provided on the surface of the steel abutted on the concrete, and a concrete is placed on the outside of the polymer cement layer. In the corrosion prevention structure of the composite concrete filling the inside of a steel-made segment with the concrete 5, the polymer cement layer 3 is provided on the inside surface of a steel-made segment body 4a or the inside surface to a predetermined intermediate position from the radial inside of a tunnel to cover, and the inside of the segment is filled with the concrete 5 so as to bury the polymer cement layer 3.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：为了提供低成本混凝土和防腐蚀结构的界面中的钢的防腐蚀结构和防腐蚀方法以及复合材料段的防腐蚀方法，而不会引起降低防腐性能和结构性能，同时保持钢和混凝土的完整性。解决方案：在钢和混凝土界面的钢的防腐结构中，在与混凝土相邻的钢的表面上提供聚合物水泥层，混凝土置于混凝土的外侧聚合物水泥层。在用混凝土5填充钢制构件内部的复合混凝土的防腐结构中，将聚合物水泥层3设置在钢制线段体4a或内表面的内表面上，形成预定中间体从隧道的径向内部覆盖的位置，并且该段的内部填充有混凝土5以便埋设聚合物水泥层3.版权所有（C）2005，JPO＆NCIPI

7. 发明专利

JP2003082997A Concrete infilling steel segment structure 有权
标题翻译：混凝土钢筋分段结构
公开(公告)号：JP2003082997A
公开(公告)日：2003-03-19
申请号：JP2001275304
申请日：2001-09-11
申请人： Nippon Steel Corp , 新日本製鐵株式会社
发明人： ISHIDA MUNEHIRO , MIYAKE MASATO , TOYOSHIMA KEI
IPC分类号： E21D11/15 , E21D11/04
摘要： PROBLEM TO BE SOLVED: To provide a concrete infilling segment structure superior in quality by preventing drop out of infilling concrete, and controlling and restraining a concrete crack width.
SOLUTION: A concrete infilling steel segment 17 is characterized in a segment structure that drop out preventive steel materials 16 of an infilling concrete mass having prescribed strength joined to a joint plate 2 are arranged in a prescribed position in infilling concrete 5, and concrete crack width control steel materials 15 joined with main beams 1 are arranged at a prescribed interval in the tunnel axis direction in the prescribed position in the infilling concrete.
COPYRIGHT: (C)2003,JPO
摘要翻译：要解决的问题：通过防止混凝土脱落，控制和限制混凝土裂纹宽度，提供优质的混凝土填充段结构。解决方案：一种混凝土浇注钢段17的特征在于，在填料混凝土5中将规定强度的预定强度的填充混凝土块的预防钢材料16布置在填充混凝土5中，并且混凝土裂缝宽度与主梁1连接的控制钢材15在隧道轴线方向上以规定的间隔布置在填充混凝土中的规定位置。

8. 发明专利

JP2003082992A Earthquake resistant joint structure 有权
标题翻译：地震抗震联合结构
公开(公告)号：JP2003082992A
公开(公告)日：2003-03-19
申请号：JP2002031968
申请日：2002-02-08
申请人： Nippon Steel Corp , 新日本製鐵株式会社
发明人： MIYAKE MASATO , NAKAMURA MINORU , KAWAMURA AKIYOSHI
IPC分类号： E21D11/04
摘要： PROBLEM TO BE SOLVED: To provide an earthquake resistant joint structure for preventing a joint part from being damaged at earthquake time, and exhibiting joint part performance similar to performance before an earthquake even after the earthquake.
SOLUTION: A female side engaging member 5 is composed of a slide stopper holding frame 20 constituting a male side engaging member 6 by fixing a locking member 3 having a locking projection 4 on the tip to a side surface of one segment 2, and fixed to a side surface of the other segment 1, and a slide stopper 12 movably supported in the tunnel radial direction by this holding frame 20, energized by a spring in the direction for closing an entering part of the locking member 3, and capable of locking the locking projection 4. An elastic body 34 is arranged between the slide stopper 12 and the holding frame 20 becoming the side for generating compressive force when tensile force acts on the joint part.
COPYRIGHT: (C)2003,JPO
摘要翻译：要解决的问题：提供一种防震接头结构，用于防止接地部分在地震时遭受损坏，并且即使在地震之后也能发生与地震前的性能相似的接头部件性能。解决方案：阴侧接合构件5由构成阳侧接合构件6的滑动止动器保持框架20组成，通过将具有锁定突起4的锁定构件3固定在一个段2的侧表面上并固定到另一部分1的侧表面以及通过该保持框20在隧道径向方向上可移动地支撑的滑动止动件12，由弹簧沿着关闭锁定部件3的进入部分的方向激励，并且能够锁定锁定突起4.弹性体34布置在滑动止动件12和保持框架20之间，当张力作用在接合部分上时成为用于产生压缩力的一侧。

9. 发明专利

JP2011032675A Segment 有权
标题翻译：分割
公开(公告)号：JP2011032675A
公开(公告)日：2011-02-17
申请号：JP2009177952
申请日：2009-07-30
申请人： Nippon Steel Corp , 新日本製鐵株式会社
发明人： NAKAJIMA MASANARI , ISHIDA MUNEHIRO , MIYAKE MASATO , FUJII YOSHINORI , HISAZUMI KAZUMASA
IPC分类号： E21D11/14 , E21D11/08
摘要： PROBLEM TO BE SOLVED: To provide a segment improving load transmitting performance between flange members particularly in filling inside filling concrete and in its turn exhibiting required structural performance. SOLUTION: The segment includes main girders having web members 51 and flange members 52. The web member 51 and the flange members 52 are integrally formed by rolling, and connection members 3 are provided for connection between the web member 51 and the flange members 52 and between the flange members 52 vertically facing each other. COPYRIGHT: (C)2011,JPO&INPIT

10. 发明专利

JP2008267119A Segment-connecting structure 有权
标题翻译：分段连接结构
公开(公告)号：JP2008267119A
公开(公告)日：2008-11-06
申请号：JP2007288455
申请日：2007-11-06
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： E21D11/14
摘要： PROBLEM TO BE SOLVED: To provide a segment-connecting structure, absorbing an assembling construction error between both tunnels, while reducing the construction period.
SOLUTION: In a segment 2, main spars 22 adjacent to each other in the tunnel axial direction are connected to each other via an end plate 25, bearing plates 24 are provided at the tips of the main spars, and bearing flanges 23 are formed continuously in the tunnel peripheral direction on the upper and lower sides of the main spars 22. In a segment 3, main spars 22 which are adjacent to each other in the tunnel axial direction are connected to each other via an end plate 25, flange steel plates 31 are disposed to connect the upper and lower sides between the main spars 22 to form a hollow closed section, and bearing plates 24 are provided at the tips of the main spars 22. The main spars 22 of one segment 2 are loosely fitted with a gap to absorb construction errors between the main spars 22 of the segment 3. The end plates 25 of the respective segments 2, 3 are set opposite to the bearing plates 24 at the tips of the main spars 22 of the counterpart segments 3, 2.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：提供一种节段连接结构，在减少施工周期的同时，吸收两个隧道之间的组装结构误差。解决方案：在段2中，在隧道轴向方向上彼此相邻的主梁22经由端板25彼此连接，支承板24设置在主梁的顶端，并且轴承凸缘23 在主梁30的上下侧沿隧道周向连续形成。在段3中，沿隧道轴向彼此相邻的主梁22经由端板25彼此连接，凸缘钢板31设置成连接主梁22之间的上侧和下侧，以形成中空的封闭部分，并且在主梁22的顶端处设置有承载板24.一个段2的主梁22松散地配有间隙以吸收段3的主翼梁22之间的构造误差。各段2,3的端板25在对应段3的主翼梁22的顶端设置成与支承板24相对。，2.版权所有（C）20 09，JPO＆INPIT

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