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1. 发明专利

JP2008081990A Shield tunnel construction method 有权
标题翻译：盾构隧道施工方法
公开(公告)号：JP2008081990A
公开(公告)日：2008-04-10
申请号：JP2006261852
申请日：2006-09-27
申请人： Dc Co Ltd , Kajima Corp , 株式会社デイ・シイ , 鹿島建設株式会社
发明人： YANAI SHUJI , ARAI TAKAHIRO , SUDA NOBUHIRO , MATSUBARA KOMEI , TAKIMOTO KUNIHIKO , YOSHIDA EISHIN , HIROSHIMA AKIO , FUTADO NOBUKAZU , TAKAHASHI SHOICHI
IPC分类号： E21D11/04 , B28B23/08
摘要： PROBLEM TO BE SOLVED: To provide a technology for pouring a grout material applicable to a construction method for a shield tunnel of a middle bore class or a large bore class with bore exceeding, for example, 3 meters and capable of preventing the occurrence of a flow ahead phenomenon.
SOLUTION: In this shield tunnel construction method for introducing prestress in the circumferential direction of the tunnel by inserting a PC steel material into a sheath after assembling concrete segments by one ring and fixing it tensely, a hydraulic grout having a flow of 60 mm or larger and smaller than 100 mm at a non-vibration time in a JASS flow test (ϕ50×h50 mm), having a property for making the measurement of a flow-down time impossible in a JP funnel test (being blocked), and having a compressive strength of 30 N/mm
2 or larger as a material having an age of 7 days is used as the grout material when filling a cavity at the sheath with the grout material.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供一种用于浇注适用于具有超过例如3米的孔的中孔或大孔等级的盾构通道的施工方法的灌浆材料的技术，并且能够防止发生流向现象。
解决方案：在这种用于在隧道圆周方向上引入预应力的盾构隧道施工方法中，通过一个环组装混凝土段并将其紧固固定后，将PC钢材料插入护套中，将流量为60 在JASS流量试验（φ50×h50mm）中的非振动时间为10mm以上且小于100mm，具有在JP漏斗试验（阻止）中不能进行流通时间的测定的性质，并且当使用灌浆材料在护套上填充空腔时，将具有年龄为7天的材料的抗压强度为30N / mm 2 / SP以上的材料用作灌浆材料。版权所有（C）2008，JPO＆INPIT

2. 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

3. 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

4. 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

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

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

7. 发明专利

JP2007031956A Rc underground construction and structure of rc pillar 审中-公开
标题翻译： RC RC支柱的地下结构和结构
公开(公告)号：JP2007031956A
公开(公告)日：2007-02-08
申请号：JP2005212731
申请日：2005-07-22
申请人： Kajima Corp , 鹿島建設株式会社
发明人： SOGABE NAOKI , YAMANOBE SHINICHI , KONO TETSUYA , ARAI TAKAHIRO , HONDA TOMOAKI
IPC分类号： E21D11/04 , E02D31/08 , E21D11/28
摘要： PROBLEM TO BE SOLVED: To provide an RC underground construction which prevents shear fracture and bending failure of a center pillar at the time of an earthquake, and ensures a function of bearing earth pressure applied thereto at the time of huge deformation thereof, to thereby improve the earthquake resisting performance of the entire body of the RC underground construction, and to provide a structure of an RC pillar.
SOLUTION: According to the RC underground construction, a pillar head A and a pillar pedestal B of the center pillar 1 are connected to a ceiling slab 3 and a foundation slab 2, respectively, by means of a plurality of unbonded cores 4. The center pillar 1 is formed of precast concrete, while the pillar head A and the pillar pedestal B are formed of high-performance concrete that is a material withstanding high bearing stress. Further an abutting portion of the pillar head A of the center pillar 1 on the ceiling slab 3, and an abutting portion of the pillar pedestal B of the same on the foundation slab 2, each have a shape that facilitates rotation thereof.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：解决的问题：为了提供一种在地震时防止中心柱的剪切断裂和弯曲破坏的RC地下结构，并且确保在其大变形时承受施加到其上的土压力的功能，从而提高RC地下施工整体的抗震性能，并提供RC支柱结构。
解决方案：根据RC地下施工，中柱1的柱头A和柱座B分别通过多个未粘合芯4连接到天花板3和基础板2上中柱1由预制混凝土构成，而柱头A和柱座B由耐高承载应力的高性能混凝土构成。此外，中心支柱1的支柱头A在天花板3上的抵接部分和基座板2上的支柱基座B的抵接部分都具有便于旋转的形状。版权所有（C）2007，JPO＆INPIT

8. 发明专利

JP2006159520A 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：JP2006159520A
公开(公告)日：2006-06-22
申请号：JP2004351790
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： B28B7/10 , B28B13/02 , E21D11/04
摘要： PROBLEM TO BE SOLVED: To fill the gap remaining between the inner surface of an outer shell body constituted of an arcuate sheet frame body and a form and concrete, both of which form a combined segment.
SOLUTION: The outer shell body R is formed by providing a form plate 16a which closes the open surface 15 opposed to the skin plate 3 on the outer peripheral side of the arcuate sheet frame body 2. A filling port 17, which is provided to the skin plate 3 for primary filling, and the filling pipe 4, which is arranged from the outer shell body R toward the gap 5 for the purpose of secondary filling, are provided to the outer shell body R. Subsequently, the outer shell body R is filled with concrete C primarily and the gap 5 where bubbles remain between the inner surface of the outer shell body R and the primarily filled concrete C is filled with a filler 6 secondarily. An air hole P which can vent the bubbles of the gap 5 to the outside of the outer shell body R is provided to the skin plate 3.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：为了填补由弓形片框架体构成的外壳体的内表面与形式和混凝土之间留下的间隙，两者都形成组合段。解决方案：外壳体R通过提供一个形成板16a而形成，该模板16a在弓形板框架体2的外周侧封闭与表皮板3相对的开放表面15.填充口17是提供给皮肤板3用于初次充填，并且从外壳体R朝向间隙5设置用于二次填充的填充管4设置在外壳体R上。随后，外壳体主体R主要填充混凝土C，并且在外壳体R的内表面和主要填充的混凝土C之间保留气泡的间隙5被二次填充填料6。可以将皮肤板3上的间隙5的气泡排出到外壳体R的外侧的气孔P.（C）2006，JPO＆NCIPI

9. 发明专利

JP2010242307A Segment for tunnel 有权
标题翻译：隧道分段
公开(公告)号：JP2010242307A
公开(公告)日：2010-10-28
申请号：JP2009088968
申请日：2009-04-01
申请人： Kajima Corp , 鹿島建設株式会社
发明人： FURUICHI KOSUKE , ARAI TAKAHIRO , TAKIMOTO KUNIHIKO , SUZUKI YOSHINOBU
IPC分类号： E21D11/08 , E21D11/04 , E21D11/38
摘要： PROBLEM TO BE SOLVED: To provide a segment for a tunnel, which can prevent an increase in a repairing portion of a segment body by preventing a temperature rise to the great depth of the segment body, when the temperature of the inside of the tunnel becomes high due to fire etc.
SOLUTION: The segment for the tunnel is provided with a holding member 11 in which an inside space serving as a hole is formed. A ceramic lid member 20 is attached to the holding member 11. A space filler 23 is provided in the inside space of the holding member 11. The transfer of heat, which is associated with the convection of air in the inside space of the holding member 11, is suppressed with the space filler 23.
COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：为了提供一种用于隧道的段，其可以通过防止温度升高到节段主体的大深度来防止段体的修复部分的增加，当内部的温度隧道由于火等而变高。解决方案：隧道段设有保持构件11，其中形成有用作孔的内部空间。陶瓷盖构件20附接到保持构件11.在保持构件11的内部空间中设置有空隙填充物23.与保持构件的内部空间中的空气对流相关联的热传递 11，被空间填充物23抑制。版权所有（C）2011，JPO＆INPIT

10. 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

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