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1. 发明专利

JP2008169611A Reinforcing structure of ring joint surface of segment 审中-公开
标题翻译：环形接头表面的增强结构
公开(公告)号：JP2008169611A
公开(公告)日：2008-07-24
申请号：JP2007003543
申请日：2007-01-11
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： SUZUKI YOSHINOBU , ARAI TAKAHIRO , SUDA NOBUHIRO , FUJINO YUTAKA , SAKUMA YASUSHI , YOKOI NOBUAKI , ONOE SATOSHI
IPC分类号： E21D11/08
摘要： PROBLEM TO BE SOLVED: To provide a reinforcing structure of a ring joint surface of a segment capable of preventing occurrence of crack and chipping due to jack thrust and increasing height of a segment beam slightly when deciding height of the segment beam by jack thrust.
SOLUTION: This reinforcing structure 1 is constituted by forming a clearance 5 between a pressure receiving face 2b other than a steel plate 4 for reinforcement and a jack 3 for excavation due to the contact of the jack 3 for excavation with the steel plate 4 for reinforcement installed on the pressure receiving face 2b with which the jack 3 for excavation of a shield tunnel on the ring joint surface 2a of the segment 2 comes into contact while the steel plate 4 for reinforcement protrudes from the joint surface 2a. Consequently, it is possible to prevent occurrence of crack and chipping of the segment 2 and prevent leakage of water by the steel plate 4 for reinforcement. When height of the segment beam is decided by thrust of the jack 3 for excavation, the height can be reduced.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供一种节段的环形接合面的加强结构，其能够在通过千斤顶来确定段梁的高度时，稍微地防止由于千斤顶推力而产生裂纹和碎裂，并且增加段梁的高度推力。解决方案：该加强结构1通过在加强用钢板4以外的受压面2b和由挖掘用千斤顶3与钢板接触而进行挖掘的千斤顶3之间形成间隙5 4，用于在接合面2b上突出加强件的压力接收面2b，用于在段2的环形接合表面2a上开挖盾构通道的起重器3与该接合面2b接触，同时加强钢板4从接合面2a突出。因此，可以防止片段2的裂纹和碎裂的发生，并且防止钢板4用于加强的水的泄漏。当通过用于挖掘的千斤顶3的推力决定分段梁的高度时，可以降低高度。版权所有（C）2008，JPO＆INPIT

2. 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

3. 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

4. 发明专利

JP2008179953A Joint structure of segment ring 有权
标题翻译：分节环接头结构
公开(公告)号：JP2008179953A
公开(公告)日：2008-08-07
申请号：JP2007012732
申请日：2007-01-23
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： SUZUKI YOSHINOBU , ARAI TAKAHIRO , SAITO YUSUKE , FUJINO YUTAKA , SAKUMA YASUSHI , YOKOI NOBUAKI , ONOE SATOSHI
IPC分类号： E21D11/04
摘要： PROBLEM TO BE SOLVED: To provide a joint structure of a segment ring which enables a plurality of the segment rings to be installed along a curved shape of a curved section of a tunnel when installed in the curved section of the tunnel while being joined to one another, and enables the meandering of the segment rings to be corrected with ease.
SOLUTION: The plurality of segment rings 1 are installed in the curved section of the tunnel in such a manner as to be adjacent to one another in the axial direction of the tunnel. The segment ring 1 is assembled by installing a plurality of segments 2 while joining them to one another in the circumferential direction of the tunnel. A taper 1a which is inclined in a direction crossing the axial direction of the tunnel is formed on the pit mouth-side jointing surface of each of the segment rings 1. A plurality of male joints 3 and a plurality of female joints 4 which are fitted to each other are provided at predetermined intervals in the circumferential direction of the segment ring 1 on pit mouth-side and face-side jointing surfaces of each of the segment rings 1, respectively. The number of the provided female joints 4 is larger than that of the provided male joints 3. The male joint 3 and the female joint 4 are fitted to each other.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供一种分段环的接合结构，其能够在安装在隧道的弯曲部分中时沿着隧道的弯曲部分沿弯曲形状安装多个分段环，同时相互联系，使得能够容易地校正分段环的曲折。解决方案：多个分段环1以隧道的轴向方式彼此相邻的方式安装在隧道的弯曲部分中。通过在隧道的圆周方向上将它们彼此连接而安装多个段2来组装段环1。在每个分段环1的凹坑口侧接合表面上形成有沿与隧道的轴向相交的方向倾斜的锥形1a。多个公接头3和多个母接头4被配合彼此分别以分段环1的圆周方向在每个分段环1的凹坑口侧和面侧接合面上分别设置。所提供的阴接头4的数量大于所提供的阳接头3的数量。阳接头3和阴接头4彼此配合。版权所有（C）2008，JPO＆INPIT

5. 发明专利

JP2008202217A Construction method, supporting structure, and segment for sidewall 有权
标题翻译：施工方法，支撑结构和分段
公开(公告)号：JP2008202217A
公开(公告)日：2008-09-04
申请号：JP2007035903
申请日：2007-02-16
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 , INOUE TADASHI , ARAI TAKAHIRO , SAKUMA YASUSHI , YOKOI NOBUAKI
IPC分类号： E21D11/08 , E21D11/10
摘要： PROBLEM TO BE SOLVED: To provide a construction method for a sidewall and a connection structure of the sidewall and a segment for facilitating its construction work, preventing corrosion of a connection means, and providing excellent durability.
SOLUTION: First of all, the ground is excavated to form a tunnel 1, and the segment 3b is provided on an internal wall of the tunnel 1. The segment 3b has recessed and projecting parts 13 on its inner face. Next, a pedestal 17 is installed in the tunnel 1, and a member 15a for forming the sidewall by units is provided on the segment 3b by using a crane 25 on the pedestal 17. Then, a form 35a is provided around the member 15a for forming the sidewall by units, and concrete is placed to construct the sidewall 5a. At this time, the pedestal 17 is used as an arch center. Since the sidewall 5a and the segment 3b resist fulcrum reaction force of a floor slab by shear capacity of the recessed and projecting parts 13 and bearing of the concrete of the sidewall, a process for mounting a dowel separately becomes unnecessary and the construction work is facilitated.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供一种用于侧壁的侧壁和连接结构的构造方法，其用于便于其构造工作，防止连接装置的腐蚀，并且提供优异的耐久性。
解决方案：首先，挖掘地面以形成隧道1，并且将段3b设置在隧道1的内壁上。段3b在其内表面上具有凹入和突出部分13。接下来，在通道1中安装基座17，并且通过在基座17上使用起重机25，在段3b上设置用于通过单元形成侧壁的构件15a。然后，在构件15a周围设置形状35a 通过单元形成侧壁，并且设置混凝土以构造侧壁5a。此时，基座17用作拱形中心。由于侧壁5a和段3b通过凹入突出部分13和侧壁混凝土的轴承的剪切能力抵抗楼板的支撑反作用力，因此分开安装销钉的过程是不必要的，并且促进了施工工作。版权所有（C）2008，JPO＆INPIT

6. 发明专利

JP2008169612A Joint structure between rings of segment 审中-公开
标题翻译：分支环之间的联合结构
公开(公告)号：JP2008169612A
公开(公告)日：2008-07-24
申请号：JP2007003544
申请日：2007-01-11
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： SUZUKI YOSHINOBU , ARAI TAKAHIRO , SAITO YUSUKE , FUJINO YUTAKA , SAKUMA YASUSHI , YOKOI NOBUAKI , ONOE SATOSHI
IPC分类号： E21D11/04
摘要： PROBLEM TO BE SOLVED: To provide a joint structure between rings of a segment capable of reducing the number of joint hardware arranged on a joint surface between the rings to reduce cost and provided with a mortise requiring no special reinforcing bar for reinforcement.
SOLUTION: This joint structure 1 divides the performance for sharing load in such a way that the joint hardware 4 shares tensile performance and a partial mortise 3 shares shearing performance. The tensile performance is the performance required at assembly time and demanding only aseismatic performance to reduce the number of joint hardware 4 partially and achieve economical joint structure. A shearing key having a gentle angle of the partial mortise 3 is provided in the vicinity of the center of height of the segment to reduce the number of reinforcing bars to cope with occurrence of crack.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：为了提供能够减少布置在环之间的接合表面上的接合硬件的数量的节段的环之间的接合结构，以降低成本并提供不需要用于加强的特殊钢筋的榫眼。解决方案：该联合结构1以共同的硬件4共享拉伸性能和部分榫眼3份剪切性能的方式分割负载的性能。拉伸性能是组装时所需的性能，并且仅要求抗震性能，部分地减少接头硬件4的数量并实现经济的接头结构。在片段的高度中心附近设置具有部分榫眼3的平缓角度的剪切键，以减少钢筋的数量以应对裂纹的发生。版权所有（C）2008，JPO＆INPIT

7. 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.
摘要翻译：要解决的问题：提供一种隧道段，其可以保护形成在隧道段的灌浆注入孔中的止回阀免受热损伤，即使在隧道中发生火灾时也是如此。解决方案：在注入材料注入材料之后，段体S的灌浆注入孔1设有止回阀22，然后通过用陶瓷灌浆盖3密封下部开口来封闭。内部当灌浆盖3密封灌浆喷射孔1时，头31的节段体的面和止回阀22比满足止回阀的耐热性的距离长。版权所有（C）2012，JPO＆INPIT

8. 发明专利

JP2011241639A Junction structure of vertical shaft mouth part 有权
标题翻译：垂直轴部分的结构结构
公开(公告)号：JP2011241639A
公开(公告)日：2011-12-01
申请号：JP2010116131
申请日：2010-05-20
申请人： Kajima Corp , 鹿島建設株式会社
发明人： SAITO YUSUKE , TADA YUKIO , TAKIMOTO KUNIHIKO , ARAI TAKAHIRO , USHIGAKI MASARU
IPC分类号： E21D11/00 , E21D9/06
摘要： PROBLEM TO BE SOLVED: To provide a flexible, simple and economical junction structure of a vertical shaft mouth part, capable of securing the safety of a structure when external force acts and surely preventing the decline of a water cutoff performance.SOLUTION: Planer cutoff rubber 21 is provided along the end face 6 of a tunnel 5. Along the surface 12 on the inner side of a vertical shaft 3 of the cutoff rubber 21, a cutoff steel plate 17 which comprises an outer side ring 17b and an inner side ring 17a and has a cutoff weld part 19 to function as a deformation induction part at a boundary is provided. The cutoff steel plate 17 and the cutoff rubber 21 are fixed to the mouth part of the vertical shaft 3 using a headed bolt 29 and are fixed to the end face 6 of the tunnel 5 using a headed bolt 23. Between the head part 30 of the headed bolt 23 and the cutoff steel plate 17, an elastic washer 27 is provided. A rib plate 33 is provided on the surface 14 on the inner side of the vertical shaft 3 of the cutoff steel plate 17. The contact part of the rib plate 33 with the outer side ring 17b is fixed over the entire length, and the contact part with the inner side ring 17a is fixed only at a predetermined part.
摘要翻译：要解决的问题：提供一种垂直轴口部分的柔性，简单且经济的接合结构，其能够在外力作用时确保结构的安全性，并且可靠地防止断水性能的下降。解决方案：沿着隧道5的端面6设置平板切割橡胶21.沿着切断橡胶21的垂直轴3的内侧的表面12，切断钢板17包括外侧环17b和内侧环17a，并且具有用作边界处的变形感应部分的截止焊接部19。截止钢板17和切断橡胶21使用头螺栓29固定在垂直轴3的口部，并使用头螺栓23固定在隧道5的端面6上。在头部螺栓23的头部30之间头螺栓23和切断钢板17，设置有弹性垫圈27。肋板33设置在切断钢板17的垂直轴3的内侧的表面14上。肋板33与外侧环17b的接触部分在整个长度上固定，并且接触内侧环17a的一部分仅在预定部分固定。版权所有（C）2012，JPO＆INPIT

9. 发明专利

JP2009203717A Concrete structure 有权
标题翻译：混凝土结构
公开(公告)号：JP2009203717A
公开(公告)日：2009-09-10
申请号：JP2008047629
申请日：2008-02-28
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： E21D11/04
摘要： PROBLEM TO BE SOLVED: To provide a concrete structure which is low in cost and high in strength, and can prevent concrete fracture.
SOLUTION: A segment 1 or the concrete structure is formed like an almost arcuate plate consisting of steel members 2 and concrete 3. The plurality of segments constitute a cylindrical wall body by being connected to each other in a circumferential and axial directions. The steel member 2 includes main steel members 10, 11, 12 almost arcuately curved and arranged along the tunnel circumferential direction, and both longitudinal edges of each of the main steel members 10, 11, 12 are exposed to contact surfaces 4 for connecting the segments together in the tunnel circumferential direction. Thus, when the contact surfaces 4 are connected together, both the edges of each of the main steel members 10, 11, 12 are connected together.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：提供一种成本低，强度高的混凝土结构，可以防止混凝土断裂。解决方案：段1或混凝土结构形成为由钢构件2和混凝土3组成的几乎弧形的板。多个段通过在周向和轴向彼此连接而构成圆柱形壁体。钢构件2包括沿着隧道圆周方向几乎弧形弯曲并且布置的主钢构件10,11,12，并且每个主钢构件10,11,12的两个纵向边缘暴露于接触表面4，用于连接段一起在隧道圆周方向。因此，当接触表面4连接在一起时，每个主钢构件10,11,12的两个边缘连接在一起。版权所有（C）2009，JPO＆INPIT

10. 发明专利

JP2007270485A Composite segment 有权
标题翻译：复合材料
公开(公告)号：JP2007270485A
公开(公告)日：2007-10-18
申请号：JP2006096587
申请日：2006-03-31
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： OZEKI MUNETAKA , HASHIMOTO HIROHIDE , HOSHI HIDENORI , MINEZAKI AKIHIRO , NAKAGAWA MASAYOSHI , SUZUKI YOSHINOBU , TAMADA KOICHI , KUWABARA YASUYUKI , ARAI TAKAHIRO , HONDA TOMOAKI , FURUICHI KOSUKE
IPC分类号： E21D11/04 , E21D11/08
摘要： PROBLEM TO BE SOLVED: To provide a composite segment which is small in steel usage, low in cost, thin in thickness, high in strength, and can have a wider width. SOLUTION: The synthetic segment 1 is formed like an arcuate slab by filling concrete 3 into a gap between a pair of steel skin plates 2a, 2b arranged on two surfaces on a natural ground side and the inner space side of a tunnel. The skin plates 2a, 2b are provided with arcuate joint plates (inter-ring joint plates) 4a, 4b, linear joint plates, and a plurality of dowels 6. The arcuate joint plates 4a or 4b have their base ends fixed along tunnel axial edges of the skin plate 2a or 2b and their tips extended toward the skin plate 2b or 2a opposed to the same. The linear joint plates have their base ends fixed along tunnel circumferential edges of the skin plate 2a or 2b and their tips extended toward the skin plate 2b or 2a opposed to the same. The dowels 6 are fixed to the skin plates 2a or 2b and protruded to the skin plates 2b or 2a opposed to the same. COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：为了提供一种钢的使用量小，成本低，厚度薄，强度高，并且可以具有更宽的宽度的复合段。解决方案：通过将混凝土3填充在布置在自然地面的两个表面上的一对钢皮板2a，2b和隧道的内部空间侧之间的间隙中，合成段1形成为弧形板。皮板2a，2b设置有弓形接头板（环形接合板）4a，4b，直线接头板和多个榫钉6.弓形接头板4a或4b的基端部沿隧道轴向边缘固定的皮肤板2a或2b，并且它们的尖端延伸到与其相对的皮肤板2b或2a。直线接头板的基端部沿着皮肤板2a或2b的隧道周缘固定，并且其端部朝向与其相对的皮肤板2b或2a延伸。定位销6固定在皮肤板2a或2b上并突出到与其相对的皮肤板2b或2a上。版权所有（C）2008，JPO＆INPIT

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