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1. 发明专利

JP2013130036A Steel segment 有权
标题翻译：钢部分
公开(公告)号：JP2013130036A
公开(公告)日：2013-07-04
申请号：JP2011281797
申请日：2011-12-22
申请人： Hanshin Expressway Co Ltd , 阪神高速道路株式会社 , Kajima Corp , 鹿島建設株式会社
发明人： KANEHARU HIDESADA , SHIMURA ATSUSHI , NIINA TSUTOMU , FUJIWARA KATSUYA , TAMADA KOICHI , USHIGAKI MASARU , TADA YUKIO , IWAZUMI TOMOKAZU , ARAI TAKAHIRO
IPC分类号： E21D11/14
摘要： PROBLEM TO BE SOLVED: To absorb a compression force, in a tunnel axis direction, acting on a segment of a shield tunnel.SOLUTION: A steel segment 1 comprises main girders 2a, 2b, joint plates 3, 3, a skin plate 4, a longitudinal rib 5 and a stopper mechanism 6. The joint plate 3 connecting terminal portions of the main girders 2a, 2b with each other are divided into two joint plate members and between these members, a joint connecting plate is interposed. The skin plate 4 is divided into two skin plate members and a cover plate is disposed to cover a gap between these members. The longitudinal rib 5 connects the main girders 2a, 2b with each other between the joint plates 3, 3. One end of the stopper mechanism 6 is connected to the main girder 2a and the other end thereof has a clearance of a predetermined distance L between the other end and the main girder 2b. In the case where a compression force in a tunnel axis direction acting on the steel segment 1 is a predetermined value or more, the longitudinal rib 5 is buckled plastically to absorb the compression force. When plastic buckling of the longitudinal rib 5 is advanced and the stopper mechanism 6 is brought into contact with the main girder 2b, the stopper mechanism 6 supports the compression force.
摘要翻译：要解决的问题：在隧道轴线方向上吸收作用在屏蔽隧道的一段上的压缩力。解决方案：钢段1包括主梁2a，2b，接合板3,3，皮板4，纵梁5和止挡机构6.将主梁2a，2b的端子部分彼此连接的接合板3分成两个接合板构件，并且在这些构件之间插入有接头连接板。皮肤板4被分成两个皮肤板构件，并且盖板被设置成覆盖这些构件之间的间隙。纵向肋5将主梁2a，2b彼此连接在接合板3,3之间。止动机构6的一端连接到主梁2a，另一端具有预定距离L之间的间隙另一端和主梁2b。在作用于钢段1的隧道轴向的压缩力为预定值以上的情况下，纵向肋5被塑性地弯曲以吸收压缩力。当纵肋5的塑性屈曲前进并且止动机构6与主梁2b接触时，止动机构6支承压缩力。

2. 发明专利

JP2009215771A Concrete member and its manufacturing method, and composite segment and its manufacturing method 有权
标题翻译：混凝土构件及其制造方法及其复合材料及其制造方法
公开(公告)号：JP2009215771A
公开(公告)日：2009-09-24
申请号：JP2008060093
申请日：2008-03-10
申请人： Ishikawajima Constr Materials Co Ltd , Kajima Corp , Ohbayashi Corp , 株式会社大林組 , 石川島建材工業株式会社 , 鹿島建設株式会社
发明人： OZEKI MUNETAKA , HASHIMOTO HIROHIDE , ASANO HIROSUKE , HOSHI HIDENORI , MINEZAKI AKIHIRO , NAKAGAWA MASAYOSHI , SUZUKI YOSHINOBU , TAMADA KOICHI , FURUICHI KOSUKE , ARAI TAKAHIRO , INOUE TADASHI , KANAI MAKOTO , FUKUMOTO KATSUJI , MIKI KEIZO , YOKOMIZO FUMIYUKI , TASAKA MIKIO , YOSHIDA KIMIHIRO , KAWAKAMI SUENOBU
IPC分类号： E21D11/08
摘要： PROBLEM TO BE SOLVED: To attain thinning and cost reduction while securing high strength. SOLUTION: A first main steel member 12 is disposed between main seal parts 17a, 17b having seal grooves 16 provided at a pair of opposed joint surfaces 6a, 6b of a composite segment 1. Two first wedge members 18 are press-fitted in reverse directions between one end of the first main steel member 12 and the main seal part 17b so as to be in close contact with each other. A second main steel member 13 is disposed between second compression transmission members 20a, 20b provided at the pair of joint surfaces 6a, 6b. Two second wedge members 21 are press-fitted in reverse directions between one end of the second main steel member 13 and the second compression transmission member 20b so as to be in close contact with each other. Three sets of the first main steel members 12 and the second main steel members 13 placed facing and connected by bundle members are arranged along the joint surfaces at predetermined spaces and covered with concrete. The first main steel members 12 are exposed to the outer peripheral surface, and a skin plate 3 is welded thereto. COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：在确保高强度的同时实现减薄和降低成本。解决方案：第一主钢构件12设置在具有设置在复合段1的一对相对的接合表面6a，6b处的密封槽16的主密封部分17a，17b之间。两个第一楔形构件18被压配合在第一主钢构件12的一端和主密封部17b之间的相反方向上彼此紧密接触。第二主钢构件13设置在设置在一对接合表面6a，6b处的第二压缩传动构件20a，20b之间。两个第二楔形构件21在第二主钢构件13的一端和第二压缩传动构件20b之间相反地压配合以彼此紧密接触。沿着接合表面以预定的间隔布置三个面对并由束构件连接的第一主钢构件12和第二主钢构件13，并被混凝土覆盖。第一主要钢构件12暴露于外周表面，并且将外壳板3焊接在其上。版权所有（C）2009，JPO＆INPIT

3. 发明专利

JP2006161334A Composite segment 有权
标题翻译：复合材料
公开(公告)号：JP2006161334A
公开(公告)日：2006-06-22
申请号：JP2004351792
申请日：2004-12-03
申请人： Ishikawajima Constr Materials Co Ltd , Kajima Corp , 石川島建材工業株式会社 , 鹿島建設株式会社
发明人： HASHIMOTO HIROHIDE , HOSHI HIDENORI , MINEZAKI AKIHIRO , NAKAGAWA MASAYOSHI , SUZUKI YOSHINOBU , TAMADA KOICHI , KUWABARA YASUYUKI , FURUICHI KOSUKE , ARAI TAKAHIRO , HONDA TOMOAKI
IPC分类号： E21D11/04 , B28B7/10 , E21D11/08 , E21D11/14
摘要： PROBLEM TO BE SOLVED: To prevent shear fracture and the separation of concrete and a steel material from each other from being caused by an excessive load, without causing heat distortion.
SOLUTION: In this composite segment 1, an outside frame body part 9 with an almost L-shaped cross section, which forms corners on four sides of an arc-shaped plate-like outer peripheral surface, and an inside frame body part 10, constitutionally identical to the frame body part 9, are arranged in an opposed manner. Upper and lower flanges 11a and 11b of an lattice 11 with an I-shaped cross section are each connected to plates 9b and 10b of both frame body parts. A bolt 13 is screwed as a dowel into the female screw parts of the respective flanges 11a and 11b of the lattice 11. Since connected in an unheated state, the bolt 13 adheres to the concrete 3 with high adhesion strength without causing welding distortion.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：为了防止混凝土和钢材彼此的剪切断裂和分离不会由于过度的负载而引起，而不会引起热变形。解决方案：在该复合段1中，具有大致L形横截面的外框体部9，其在弧形板状外周面的四侧形成角部，内侧框体部以与框架体部9相同的方式相互配置的方式10。具有I形横截面的格子11的上下凸缘11a和11b分别连接到两个框体部分的板9b和10b。螺栓13作为榫钉旋入到格子11的各个凸缘11a和11b的内螺纹部分中。由于在未加热状态下连接，螺栓13以高粘合强度粘附到混凝土3，而不会引起焊接变形。版权所有（C）2006，JPO＆NCIPI

4. 发明专利

JP2013091990A Steel segment and composite segment 有权
标题翻译：钢部分和复合部分
公开(公告)号：JP2013091990A
公开(公告)日：2013-05-16
申请号：JP2011235118
申请日：2011-10-26
申请人： Kajima Corp , 鹿島建設株式会社
发明人： INOUE TADASHI , TAMADA KOICHI , KOSAKA TAKURO , ARAI TAKAHIRO , HONDA TOMOAKI , NISHIYAMA TAKURO
IPC分类号： E21D11/04 , E21D11/08 , E21D11/14
摘要： PROBLEM TO BE SOLVED: To provide a segment for which a connection structure is strong and connection work is easy.SOLUTION: A composite segment 1 includes a rectangular frame body 2 (a main girder 5 and a joint plate 6), a skin plate 3 and a vertical rib 4. The main girder 5 comprises a main girder body 10 and connection parts 20 positioned at both ends thereof. The main girder body 10 is formed in an U shape including an outer side flange 11, an inner side flange 12, and a web 13. The connection part 20 comprises a connection step part 30 and a connection projection part 40. The connection step part 30 includes a step side connection plate 31 and a step side partition plate 32, and the connection plate 31 is provided with an engaging projection 33. The connection projection part 40 includes a projection side connection plate 41 and a projection side partition plate 42, and an engaging hole 43 is formed through the connection plate 41. Then, by relatively moving segments connected in a tunnel circumferential direction with each other in a tunnel axial direction while bringing them into surface contact on the joint plates 6 of each other, the engaging projection 33 of one segment is fitted to the engaging hole 43 of the other segment.
摘要翻译：要解决的问题：提供连接结构坚固并且连接工作容易的部分。解决方案：复合段1包括矩形框体2（主梁5和接合板6），表皮板3和垂直肋4.主梁5包括主梁体10和连接部分 20位于其两端。主梁体10形成为包括外侧凸缘11，内侧凸缘12和腹板13的U形。连接部20包括连接台阶部30和连接突起部40.连接台阶部 30包括台阶侧连接板31和台阶侧隔板32，连接板31设置有接合突起33.连接突起部40包括突出侧连接板41和突出侧隔板42，通过连接板41形成接合孔43.然后，通过相对于在隧道的轴向方向上沿隧道周向彼此连接的部分相对移动，同时使它们彼此接合在接合板6上，一个部分的33,31装配到另一个部分的接合孔43。版权所有（C）2013，JPO＆INPIT

5. 发明专利

JP2012177275A Fire resistant structure for backfill injection hole and method of forming fire resistant structure for backfill injection hole 有权
标题翻译：背衬注射孔的防火结构和形成背部注射孔的耐火结构的方法
公开(公告)号：JP2012177275A
公开(公告)日：2012-09-13
申请号：JP2011041456
申请日：2011-02-28
申请人： Kajima Corp , 鹿島建設株式会社
发明人： ASANUMA HIROHISA , FURUICHI KOSUKE , ARAI TAKAHIRO , HONDA TOMOAKI , NAKAGAWA MASAYOSHI , SUZUKI YOSHINOBU , IWAZUMI TOMOKAZU , TAMADA KOICHI
IPC分类号： E21D11/00 , E21D11/08 , E21D11/38
摘要： PROBLEM TO BE SOLVED: To provide a fire resistant structure for backfill injection hole in which construction is simplified, work such as check or repair is facilitated and a cut-off performance and fire resistance can surely be secured, and a method of forming the fire resistant structure for the backfill injection hole.SOLUTION: In a backfill injection hole 3 formed in a tunnel segment 1 installed along a wall surface of a natural ground 13, a check valve 19 is installed at a predetermined interval from the natural ground 13, and a space between the check valve 19 and the natural ground 13 is filled with a back filler 51. Next, at a predetermined interval in a tunnel internal vacant direction from the check valve 19, a steel cock 23 is installed which includes a lock portion corresponding to the backfill injection hole 3, a cover portion capable of closing the backfill injection hole 3 and a cock protector lock portion provided in the cover portion. Thereafter, at a tunnel internal vacant side of the cock 23, a ceramics cock protector 27 is installed which has a recess as a lock portion corresponding to the cock 23. The cock protector 27 closes a diameter-expanded portion 11b of the backfill injection hole 3 as a whole.
摘要翻译：要解决的问题：为了提供一种在简化结构的回填注入孔中的耐火结构，便于检查或修理等工作，并可以确保切断性能和耐火性，以及一种方法形成用于回填注入孔的耐火结构。解决方案：在沿着天然地面13的壁面安装的隧道段1中形成的回填注入孔3中，从天然地面13以预定间隔安装止回阀19，并且在支票阀19和天然地面13填充有后填充件51.接下来，在来自止回阀19的隧道内部空置方向上以预定间隔设置有钢制旋塞23，其包括对应于回填注入孔的锁定部 3，能够关闭回填注入孔3的盖部和设置在盖部的旋塞保护器锁定部。此后，在公鸡23的隧道内部空侧设置有陶瓷旋塞保护器27，其具有作为与旋塞23对应的锁定部的凹部。旋塞保护器27封闭回填注入孔的直径扩大部11b 3作为一个整体。版权所有（C）2012，JPO＆INPIT

6. 发明专利

JP2009083407A Production process of composite segment 有权
标题翻译：复合材料生产过程
公开(公告)号：JP2009083407A
公开(公告)日：2009-04-23
申请号：JP2007258626
申请日：2007-10-02
申请人： Ishikawajima Constr Materials Co Ltd , Kajima Corp , Ohbayashi Corp , 株式会社大林組 , 石川島建材工業株式会社 , 鹿島建設株式会社
发明人： OZEKI MUNETAKA , HASHIMOTO HIROHIDE , HOSHI HIDENORI , MINEZAKI AKIHIRO , NAKAGAWA MASAYOSHI , SUZUKI YOSHINOBU , TAMADA KOICHI , KUWABARA YASUYUKI , FURUICHI KOSUKE , ARAI TAKAHIRO , INOUE TADASHI , KANAI MAKOTO , FUKUMOTO KATSUJI , MIKI KEIZO , YOKOMIZO FUMIYUKI , TASAKA MIKIO , KITAOKA TAKASHI , YOSHIDA KIMIHIRO , KAWAKAMI SUENOBU , FUJII AKI
IPC分类号： B28B7/10 , E21D11/08 , E21D11/14
摘要： PROBLEM TO BE SOLVED: To reduce cost by saving on labor and time required for production.
SOLUTION: A composite segment 1 is produced by arranging a steel hull 2 composed of a skin plate 8, a main steel member 9, etc. in a mold form 20, and filling a concrete 3 in the mold form 20 implanted with the steel hull 2. Thus produced composite segment 1 makes a product with a concrete forming surface built on the configuration of mold form 20 so that the precision of the composite segment 1 is secured by dimensional precision of the mold form 20, regardless of an error of working accuracy of the steel hull 2.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：通过节省劳动力和生产所需的时间来降低成本。解决方案：通过将由外壳板8，主钢构件9等构成的钢船体2以模具形式20布置，并且将浇筑在模具20中的混凝土3填充到复合段1中来制造复合段1 钢壳2.由此制造的复合材料段1制成具有建模在模具形式20的构造上的混凝土成形表面的产品，使得复合材料段1的精度由模具形式20的尺寸精度确保，而不管错误钢壳的工作精度2。版权所有（C）2009，JPO＆INPIT

7. 发明专利

JP2008127834A Tunnel interior construction method and precast floor slab 审中-公开
标题翻译：隧道内部施工方法和预制地板
公开(公告)号：JP2008127834A
公开(公告)日：2008-06-05
申请号：JP2006313008
申请日：2006-11-20
申请人： Geostr Corp , Kajima Corp , ジオスター株式会社 , 鹿島建設株式会社
发明人： TAMADA KOICHI , ARAI TAKAHIRO , MATSUI NOBUYUKI , SUDA NOBUHIRO , YAMAJI NOBUYA , SAKUMA YASUSHI , YOKOI NOBUAKI
IPC分类号： E21D11/08 , E21D9/14
摘要： PROBLEM TO BE SOLVED: To provide a tunnel interior construction method which facilitates adjustment of a cant and a height of a road floor slab in a curved section and a clothoid section of a tunnel.
SOLUTION: According to the method, a plurality of additional brackets 5 is set on a side wall bracket 1a on an external course side of the tunnel curved section, so as to form an ascending gradient in a tunnel axial direction, and the additional brackets 5 are set on the side wall bracket 1a on an internal course side of the tunnel curved section, so as to form a descending gradient in a tunnel axial direction. Then a bearing portion 3a is set at an end on the external course side of the precast floor slab 3, so as to form the ascending gradient in the tunnel axial direction and borne by the additional brackets 5 on the external course side, and a bearing portion 3b is set at an end on the internal course side of the precast floor slab 3, so as to form the descending gradient in the tunnel axial direction and borne by the additional brackets 5 on the internal course side. Further an upper surface of the precast floor slab 3 is formed into a twisted surface so as to continuously connect between the end on the external course side forming the ascending gradient in the tunnel axial direction and the end on the internal course forming the descending gradient.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供一种便于调整隧道的弯曲部分和回旋部分中的路面板的倾斜度和高度的隧道内部施工方法。解决方案：根据该方法，将多个附加支架5设置在隧道弯曲部的外侧侧的侧壁支架1a上，以在隧道轴向方向上形成上升坡度，在隧道弯曲部的内侧侧的侧壁支架1a上设置附加支架5，以形成隧道轴向的下降梯度。然后，将轴承部3a设置在预制楼板3的外侧一侧的端部，以形成隧道轴向上的上升坡度，并由外侧侧的附加支架5承载，部分3b设置在预制楼板3的内部过程侧的一端，以便在隧道轴向方向上形成下降的梯度，并由内侧的附加支架5支承。此外，预制地板3的上表面形成为扭曲面，从而连续地连接在形成上下坡度的隧道轴向的外侧路面侧的端部与形成下降坡度的内侧的端部之间。版权所有（C）2008，JPO＆INPIT

8. 发明专利

JP2007247169A Method of constructing inside of tunnel 有权
标题翻译：隧道内部构造方法
公开(公告)号：JP2007247169A
公开(公告)日：2007-09-27
申请号：JP2006068752
申请日：2006-03-14
申请人： Kajima Corp , 鹿島建設株式会社
发明人： TAMADA KOICHI , ARAI TAKAHIRO , MATSUI NOBUYUKI , NAKAGAWA MASAYOSHI , SUDA NOBUHIRO , YAMAJI NOBUYA
IPC分类号： E21D11/08
摘要： PROBLEM TO BE SOLVED: To provide a method of constructing the inside of a tunnel capable of remarkably saving labor for construction at site by constructing the inside of the tunnel with precast concrete members formed dedicatedly for each part thereof.
SOLUTION: The both side parts of the tunnel are covered by segments 1 with built-in side wall brackets 1a. A precast invert 2 is laid down at the bottom part of the tunnel. A precast wall panel 4 is installed on the precast invert 2. A precast floor panel 3 is installed between the side wall brackets 1a, 1a while adjusting the height and levelness of the precast floor panel 3 by an adjustment block 8 installed on the side wall brackets 1a.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供一种构造隧道内部的方法，其能够通过用专门为其各部分形成的预制混凝土构件构造隧道内部来大大节省现场施工人力。
解决方案：隧道的两侧部分被具有内置侧壁支架1a的段1覆盖。在隧道的底部设有一个预制翻转2。预制墙板4安装在预制倒棱2上。预制地板镶板3安装在侧壁支架1a，1a之间，同时通过安装在侧壁上的调节块8调节预制地板镶板3的高度和水准度支架1a。版权所有（C）2007，JPO＆INPIT

9. 发明专利

JP2007132164A Segment joining structure 有权
标题翻译：分段接合结构
公开(公告)号：JP2007132164A
公开(公告)日：2007-05-31
申请号：JP2005328738
申请日：2005-11-14
申请人： Geostr Corp , Kajima Corp , ジオスター株式会社 , 鹿島建設株式会社
发明人： NAKAGAWA MASAYOSHI , SUZUKI YOSHINOBU , TAMADA KOICHI , ARAI TAKAHIRO , FUJINO YUTAKA , SAKUMA YASUSHI , YOKOI NOBUAKI , ONOE SATOSHI
IPC分类号： E21D11/08 , E21D11/04
摘要： PROBLEM TO BE SOLVED: To provide a segment joining structure of high work efficiency while forming a joining protrusion part of a male-type joint into simple structure.
SOLUTION: This joining structure 1 is structured to project a joining recessed part 3 of a female-type joint 4 originally with high structural rigidity from a joint face 2a of a segment 2 and to retract the joining protrusion part 6 of the male-type joint 7 from the joint face 2a. The joining structure 1 forms the joining protrusion part 6 of the male-type joint 7 into simple structure by putting a spacer 9 of an elastic body between a case part 8 and a supporting ring part 10 forming the double pipe structure of the joining recessed part 3 of the female-type joint 4, and absorbing "looseness" in construction only on the female-type joint 4 side.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供高效率的分段接合结构，同时将阳型接头的接合突出部分形成为简单的结构。解决方案：该接合结构1被构造成从部件2的接合面2a突出具有高结构刚度的阴型接头4的接合凹部3，并使接合突起部6缩回型接头7。接合结构1通过将弹性体的间隔件9放置在壳体部分8和形成接合凹部的双重管结构的支撑环部分10之间而将阳型接头7的接合突起部6形成为简单的结构 3的女性接头4，并且仅在女性接头4侧上吸收“松动”。版权所有（C）2007，JPO＆INPIT

10. 发明专利

JP2011246918A Tunnel segment and grout cap used for the same 有权
标题翻译： TUNNEL部分和GROUT CAP用于此
公开(公告)号：JP2011246918A
公开(公告)日：2011-12-08
申请号：JP2010119474
申请日：2010-05-25
申请人： Kajima Corp , 鹿島建設株式会社
发明人： ASANUMA HIROHISA , FURUICHI KOSUKE , ARAI TAKAHIRO , MORITA YUKIHIKO , NAKAGAWA MASAYOSHI , SUZUKI YOSHINOBU , IWAZUMI TOMOKAZU , TAMADA KOICHI
IPC分类号： E21D11/00 , E21D11/38
摘要： PROBLEM TO BE SOLVED: To provide a tunnel segment that can protect a check valve formed in a grout injection hole of the tunnel segment from heat damage even in case of fire breaking out in a tunnel.SOLUTION: A grout injection hole 1 of a segment body S is provided with a check valve 22 after a backfill injection material is injected, and then closed by sealing a lower opening with a ceramic grout cap 3. A distance between the inner face of the segment body of a head 31 and the check valve 22 when the grout cap 3 seals the grout injection hole 1 is longer than a distance satisfying heat resistance of the check valve.

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