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11. 发明专利

JP2009174858A Deterioration evaluating method of cover material layer 有权
标题翻译：覆盖材料层的测定评估方法
公开(公告)号：JP2009174858A
公开(公告)日：2009-08-06
申请号：JP2008010569
申请日：2008-01-21
申请人： Horyo Sangyo Kk , Kajima Corp , Towa Taika Kogyo Kk , 宝菱産業株式会社 , 東和耐火工業株式会社 , 鹿島建設株式会社
发明人： FURUICHI KOSUKE , TAKIMOTO KUNIHIKO , MORIGUCHI TOSHIMI , TANAKA TSUTOMU , MACHIYA SATOSHI , SEKINO KAZUO , UCHIYAMA SUSUMU , OKUDA MITSUHITO
IPC分类号： G01N17/00 , E21D11/38 , G01N3/00
摘要： PROBLEM TO BE SOLVED: To provide a deterioration evaluating method of a cover material layer capable of clearly judging the deterioration degree of a refractory cover material layer or the like applied to the inner wall surface or the like of a tunnel and capable of simply judging the deterioration degree in a short time on the spot using a relatively simple measuring jig.
SOLUTION: A lower hole 10 is bored in the refractory cover material layer 2 up to predetermined depth from the surface thereof by a drill or the like and the male screw 11a of a hanging hook 11 is screwed in the lower hole 10 while the hook 13 of a draw load meter 12 is connected to the hook 11b of the hanging hook 11 to be drawn to measure a draw load, that is, the draw strength of the refractory cover material layer 2. The relation between the draw strength and the deterioration degree having a large difference corresponding to the deterioration degree of the refractory cover material layer 2 as compared with compression strength is preliminarily calculated by an experiment or the like and the measured value of the draw load meter 12 is compared and collated with the deterioration degree to judge the deterioration degree of the refractory cover material layer 2. In the disaster caused by the small-scaled fire in the tunnel or the like, the relation between the temperature of the fire and draw strength is used to judge the temperature of the fire.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：解决的问题：为了提供能够清楚地判断施加到隧道的内壁面等的耐火材料层等的劣化程度的覆盖层的劣化评价方法，能够使用相对简单的测量夹具简单地在现场使用短时间内的劣化程度。解决方案：下端孔10在耐火覆盖材料层2中通过钻头等从其表面到达预定深度钻孔，并且挂钩11的外螺纹11a被拧在下孔10中，同时牵引负载表12的钩13连接到挂钩11的钩11b以被拉伸以测量拉伸载荷，即耐火材料层材料层2的拉伸强度。拉伸强度与通过实验等预先计算与耐火材料层2的耐压覆盖材料层2的劣化度对应的大的差异的劣化程度，并将拉伸载荷计12的测定值与劣化对照判断耐火材料层2的劣化度的程度。在隧道等小规模火灾引起的灾害中，f ire和拉力是用来判断火的温度。版权所有（C）2009，JPO＆INPIT

12. 发明专利

JP2006241878A Boring control method in shield method 有权
标题翻译：屏蔽方法中的控制方法
公开(公告)号：JP2006241878A
公开(公告)日：2006-09-14
申请号：JP2005060302
申请日：2005-03-04
申请人： Kajima Corp , 鹿島建設株式会社
发明人： SHIBATA MANABU , ISHIMATSU TOSHIMI , HATANO TORU , MATSUMOTO RYUJI , TAKIMOTO KUNIHIKO , IGARASHI HIROMASA , NAGAMORI KUNIHIRO
IPC分类号： E21D9/13 , E21D9/06
摘要： PROBLEM TO BE SOLVED: To provide a boring control method in a shield method capable of stabilizing the circumference of a shield tunnel with high degree of accuracy by surely deciding the necessity of its correction even if a wide area of the width in the excavated direction of the shield tunnel is excavated. SOLUTION: The total excavated amount equivalent to a plurality of ring parts excavated by a sludge type shield machine is obtained, and a bedrock around the sludge type shield machine is managed on the basis of the total excavated amount. As the total excavated amount, E1 is an excavated amount of one ring portion for a segment directly before the excavation is carried out, En is the total excavated amount of n ring portions (n is two or more integers), and when either one of the total excavated amounts E2 to En is in excess of predetermined threshold R2 to Rn set to each of the total excavated amounts E2 to En, the predetermined correction is carried out. COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：为了提供一种能够以高精度稳定屏蔽隧道的周长的屏蔽方法，即使宽度大的区域也可以确定地确定其校正的必要性，挖掘出盾构隧道的挖掘方向。解决方案：获得与污泥型屏蔽机器挖掘的多个环形部件相当的总开挖量，基于总挖掘量管理污泥型屏蔽机周围的基岩。作为总挖掘量，E1是在挖掘开始之前的段的挖掘量为一个环部，En是n个环部的总挖掘量（n是两个以上的整数），并且当任一个总挖掘量E2至En超过设定为总挖掘量E2〜En中的每一个的规定阈值R2〜Rn，进行规定的修正。版权所有（C）2006，JPO＆NCIPI

13. 发明专利

JP2005155010A Prestressed concrete segment for tunnel lining 审中-公开
标题翻译：隧道内衬预应力混凝土段
公开(公告)号：JP2005155010A
公开(公告)日：2005-06-16
申请号：JP2003390402
申请日：2003-11-20
申请人： Kajima Corp , Ps Mitsubishi Construction Co Ltd , 株式会社ピーエス三菱 , 鹿島建設株式会社
发明人： MATSUURA MASANORI , TAKIMOTO KUNIHIKO , HAYAKAWA YASUYUKI , FUJIMOTO YASUHIRO
IPC分类号： E21D11/08 , E21D11/04
摘要： PROBLEM TO BE SOLVED: To provide a prestressed concrete segment for tunnel lining widely usable as a lining material of a shield tunnel where a shield inner surface exists in a severe corrosive environment from a flowing-down component and a shield tunnel for receiving large internal water pressure by a flowing-down water quantity.
SOLUTION: This prestressed concrete segment for the tunnel lining introduces prestress in the tunnel axial direction and the peripheral direction by a PC steel material 4 obliquely arranged in the tunnel axial direction. Two or more sheaths 5 for inserting the PC steel material 4 are arranged in a crossing shape in a concrete cross section of the respective segments 1, 2 and 3. The whole inner peripheral surface of the respective segments 1, 2 and 3 is covered with resin. An end part of the PC steel material 4 inserted into the respective sheaths 5 is tensioned and connected by a joint metal fitting 6 in a joint surface between respective segment rings.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：提供广泛用作隧道衬砌的预应力混凝土段，所述隧道衬砌广泛用作屏蔽隧道的衬里材料，其中屏蔽内表面存在于来自下降部件的严重腐蚀性环境中，并且用于接收大的内部水压由下降的水量。
解决方案：该隧道衬砌预应力混凝土段通过沿隧道轴向倾斜布置的PC钢材4在隧道轴向和周向方向引入预应力。用于插入PC钢材4的两个或更多个护套5在各个段1,2和3的混凝土横截面中以交叉形状布置。各个段1,2和3的整个内周表面被覆盖树脂。插入到各个护套5中的PC钢材4的端部通过接头金属配件6张紧并连接在各个环形环之间的接合面上。版权所有（C）2005，JPO＆NCIPI

14. 发明专利

JP2013087578A Excavation method and excavation mechanism 有权
标题翻译：挖掘方法和挖掘机制
公开(公告)号：JP2013087578A
公开(公告)日：2013-05-13
申请号：JP2011231580
申请日：2011-10-21
申请人： Kajima Corp , 鹿島建設株式会社
发明人： SAKANE HIDEYUKI , TAKIMOTO KUNIHIKO , NAKATANI YUKIHIRO , TAKARADA YOSHIKAZU , TSURUTA KOICHI , KITAGAWA YUTAKA , MOROHASHI TOSHIO , NAGAMORI KUNIHIRO
IPC分类号： E21D9/087 , E21D9/06
摘要： PROBLEM TO BE SOLVED: To provide an excavation method and the like capable of preventing deformation and depression of a cover plate and furthermore preventing intrusion of sediment and the like into an excavator when the roof excavator is preceded.SOLUTION: An excavation mechanism 1 has a main excavator 3 and a rectangular roof excavator 2 arranged on a top face of the main excavator 3. The rectangular roof excavator 2 has a roof machine box 25 which can be advanced by a roof propulsion jack 22 and a roof propulsion box 23 which accommodates a rear part 25b of the roof machine box 25. At a rear end of a front part 25a of the roof machine box 25, a cover plate 21 is attached so as to cover a top face and a side face of the roof propulsion box 23. An openable/closable hole part 232 is provided in a front end 23b of the roof propulsion box 23, and a filler 200 is injected through the hole part 232 into a space 20 which is formed inside the cover plate 21 and outside the rear part 25b of the roof machine box 25 when the roof machine box 25 is advanced.
摘要翻译：要解决的问题：提供一种能够防止盖板的变形和凹陷的挖掘方法等，并且当屋顶挖掘机在前面时，还防止沉淀物等侵入挖掘机。解决方案：挖掘机构1具有设置在主挖掘机3的顶面上的主挖掘机3和长方形屋顶挖掘机2.矩形屋顶挖掘机2具有屋顶机箱25，其能够通过屋顶推进千斤顶22和屋顶推进箱23，其容纳屋顶机箱25的后部25b。在屋顶机箱25的前部25a的后端，安装有盖板21，以覆盖顶面和屋顶推进箱23的侧面。在屋顶推进箱23的前端23b中设置有可开闭的孔部232，并且填充物200通过孔部232注入到形成的空间20中当顶盖机箱25前进时，在顶板机箱25的后盖部分25b的外侧和外部的后部25b之间。版权所有（C）2013，JPO＆INPIT

15. 发明专利

JP2012062730A Backfill injection system and method 有权
标题翻译：背部注射系统和方法
公开(公告)号：JP2012062730A
公开(公告)日：2012-03-29
申请号：JP2010209658
申请日：2010-09-17
申请人： Kajima Corp , Tac:Kk , 株式会社タック , 鹿島建設株式会社
发明人： IWAZUMI TOMOKAZU , TAMURA YOSHIAKI , FUKUDA MASAHIRO , TAKIMOTO KUNIHIKO , OKAGAKI EIJI , IGARASHI HIROMASA , YOSHIZAKO KAZUO , SATO TATSURO , TAKIGAWA SHINJI
IPC分类号： E21D11/00
摘要： PROBLEM TO BE SOLVED: To provide a backfill injection system and method, capable of adapting circumstances of a backfill injection site and sufficiently reducing a material transportation load.SOLUTION: A hardening agent-containing liquid containing at least one hardening agent and an auxiliary agent is transported from a backfill injection plant 1 on the ground into an excavation pit 200 through a pipe P1. At least one of excavation soil, recycling slurry, a mud additive, a mud additive-containing liquid, and water is blended with the hardening agent-containing liquid in the excavation pit 200 to produce a liquid A. The liquid A and a liquid B are injected between a wall surface of the excavation pit 200 and a segment.
摘要翻译：要解决的问题：提供回填注射系统和方法，能够适应回填注射部位的环境并充分降低材料输送负荷。解决方案：含有至少一种硬化剂和助剂的含硬化剂的液体通过管道P1从地面上的回填注射装置1输送到挖掘坑200中。在开挖坑200中与含硬化剂的液体共混至少一种开挖土壤，再循环浆料，泥浆添加剂，含有泥浆添加剂的液体和水，以产生液体A.液体A和液体B 被注入到挖掘坑200的壁表面和段之间。版权所有（C）2012，JPO＆INPIT

16. 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

17. 发明专利

JP2007247214A Tunnel boring machine 有权
标题翻译：隧道镗床
公开(公告)号：JP2007247214A
公开(公告)日：2007-09-27
申请号：JP2006070368
申请日：2006-03-15
申请人： Kajima Corp , Kawasaki Heavy Ind Ltd , Mitsubishi Heavy Industries Tunneling Machinery & Geotechnology Co Ltd , 三菱重工地中建機株式会社 , 川崎重工業株式会社 , 鹿島建設株式会社
发明人： AZUMA TAKASHI , SUGIYAMA MASAHIKO , FURUI MICHIO , NAGAMORI KUNIHIRO , SHIRAI SHUNSUKE , KAMIO MASAHIRO , TAKIMOTO KUNIHIKO , IGARASHI HIROMASA , UCHIDA HIROSHIGE , IWATA HIROKICHI , SAKAI YOSHIO
IPC分类号： E21D9/06
摘要： PROBLEM TO BE SOLVED: To provide a tunnel boring machine capable of easily increasing the width of a width increasing segment by temporarily relieving a reaction applied to the segment. SOLUTION: This tunnel boring machine comprises an extension base 1 extending to the rear of a boring machine body, a segment width increasing device 6 supported on the extension base 1 movably in the longitudinal excavating direction and increasing the width of the segment S2 for width increasing, shape retaining devices 2, 3 installed in pairs at the front of the segment width increasing device 6 in the excavating direction and supported on the extension base 1 movably in the longitudinal excavating direction, and shape retaining devices 4, 5 installed in pairs at the front and rear of the segment width increasing device 6 in the excavating direction and supported on the extension base 1 movably in the longitudinal excavating direction. COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供一种能够通过暂时缓解施加到该段的反应而容易地增加宽度增加段的宽度的隧道掘进机。解决方案：该隧道掘进机包括延伸到镗床主体后部的延伸基座1，沿纵向挖掘方向可移动地支撑在延伸基座1上的分段宽度增加装置6，并增加段S2的宽度对于宽度增加，形状保持装置2,3成对地安装在分段宽度增大装置6的前方，在挖掘方向上并且沿纵向挖掘方向可移动地支撑在延伸基座1上，并且形状保持装置4,5安装在在分段宽度增大装置6的前后沿挖掘方向成对配置，并且沿纵向挖掘方向可移动地支撑在延伸基座1上。版权所有（C）2007，JPO＆INPIT

18. 发明专利

JP2007247211A Construction method for variable cross section of tunnel, and tunnel boring machine for use in it 有权
标题翻译：隧道可变交叉段施工方法及隧道掘进机
公开(公告)号：JP2007247211A
公开(公告)日：2007-09-27
申请号：JP2006070365
申请日：2006-03-15
申请人： Kajima Corp , Kawasaki Heavy Ind Ltd , Mitsubishi Heavy Industries Tunneling Machinery & Geotechnology Co Ltd , 三菱重工地中建機株式会社 , 川崎重工業株式会社 , 鹿島建設株式会社
发明人： AZUMA TAKASHI , SUGIYAMA MASAHIKO , FURUI MICHIO , NAGAMORI KUNIHIRO , SHIRAI SHUNSUKE , KAMIO MASAHIRO , TAKIMOTO KUNIHIKO , IGARASHI HIROMASA , UCHIDA HIROSHIGE , IWATA HIROKICHI , SAKAI YOSHIO
IPC分类号： E21D9/06
摘要： PROBLEM TO BE SOLVED: To enable an easy change such as the width reduction of a part of a cross section of a tunnel.
SOLUTION: This construction method comprises: a step of assembling a D-type bulkhead segment S3 in such a manner that the bulkhead segment S3 continues into an existing circular segment S1; a step of installing an impervious bulkhead ring 2, the inner periphery of which is equipped with a tail sealing device 8, in such a manner that the bulkhead ring 2 continues into the bulkhead segment S3; a step of assembling a D-type segment S2 in the impervious ring in such a manner that the D-type segment S2 continues into the existing bulkhead segment S3; a step of connecting the impervious bulkhead ring to a boring machine body; a step of sequentially assembling the D-type segment S2; a step of disconnecting the impervious bulkhead ring from the boring machine body, while connecting the impervious bulkhead ring to the final D-type segment 2 when the boring machine body reaches a final position where the width of the cross section of the tunnel is reduced; a step of assembling the circular segment S1 in such a manner that the circular segment S1 continues into the impervious bulkhead unit and the final D-type segment S2; and a step of connecting the circular segment S1 to the impervious bulkhead ring and the final D-type segment S2.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：为了实现容易的改变，例如隧道的横截面的一部分的宽度减小。解决方案：该构造方法包括：以隔板段S3继续成为现有的圆形段S1的方式组装D型隔板段S3的步骤; 安装不透水隔板环2的步骤，其内周装备有尾密封装置8，使得隔板环2继续进入隔板段S3; 以D型分段S2连续进入现有的隔板段S3的方式将D型段S2组装在不透水环中的步骤; 将不透水隔板环连接到镗孔机体的步骤; 顺序组装D型段S2的步骤; 当镗床机体到达隧道横截面的宽度减小的最终位置时，将不透水舱壁与镗床主体断开的步骤，同时将不透水舱壁环连接到最终的D型段2; 以圆形段S1连续进入不透水舱壁单元和最终D型段S2的方式组装圆形段S1的步骤; 以及将圆形段S1连接到不透水舱壁环和最终D型段S2的步骤。版权所有（C）2007，JPO＆INPIT

19. 发明专利

JP2007224532A Construction method for underground structure 有权
标题翻译：地下结构施工方法
公开(公告)号：JP2007224532A
公开(公告)日：2007-09-06
申请号：JP2006044715
申请日：2006-02-22
申请人： Hazama Corp , Japan Construction Mechanization Association , Kajima Corp , Maeda Corp , Ohbayashi Corp , Shimizu Corp , Taisei Corp , 前田建設工業株式会社 , 大成建設株式会社 , 株式会社大林組 , 株式会社間組 , 清水建設株式会社 , 社団法人日本建設機械化協会 , 鹿島建設株式会社
发明人： KANEKO KENICHI , YASUI NARUTOYO , ISO YOSHINOBU , TAKIMOTO KUNIHIKO , HAMAGUCHI KOICHI , TAKENOUCHI YASUAKI , MATSUI YOSHIHIKO
IPC分类号： E21D13/02 , E02D29/045 , E21D9/06 , E21D13/00
摘要： PROBLEM TO BE SOLVED: To provide a construction method for an underground structure which enables the construction of the underground structure composed of a small-section tunnel group even if a vertical shaft is not constructed.
SOLUTION: In this construction method for the underground structure, natural ground is enclosed with the small-section tunnel group 10 in which side surfaces of a plurality of small-section tunnels 1 etc. are connected to each other, and the underground structure is constructed by excavating the enclosed natural ground. The advancing of a shield machine 21 brings about the construction of a leading tunnel 2. Two branch tunnels 3A and 3B are constructed in the direction of separation from the leading tunnel from two places on the circumferential surface of the leading tunnel. A small-section shield machine 15 for constructing the plurality of parallel small-section tunnels is started from a plurality of positions located at intervals on each of the circumferential surfaces of the two branch tunnels. When the small-section tunnel reaches a predetermined position, the small-section shield machine is turned back, so that the plurality of approximately U-shaped small-section tunnels can be constructed to form the small-section tunnel group.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：解决的问题：提供一种地下结构的施工方法，即使没有构成垂直轴，也能够构成由小型隧道组构成的地下结构。解决方案：在这种地下结构的施工方法中，天然地面与多个小段隧道1等的侧面彼此连接的小截面隧道组10封闭，地下结构是通过挖掘封闭的自然地面构成的。盾构机21的前进使得引导通道2的结构形成。两个分支通道3A和3B沿着与引导通道分离的方向构成，该方式与引导通道的圆周表面上的两个位置相分离。用于构造多个平行小截面隧道的小截面屏蔽机15从位于两个分支隧道的每个圆周表面上的间隔处的多个位置开始。当小截面隧道到达预定位置时，小截面屏蔽机器被转回，使得可以构造多个大致U形的小截面隧道以形成小截面隧道组。版权所有（C）2007，JPO＆INPIT

20. 发明专利

JP2004124489A Underground structure and its construction method 有权
标题翻译：地下结构及其施工方法
公开(公告)号：JP2004124489A
公开(公告)日：2004-04-22
申请号：JP2002289610
申请日：2002-10-02
申请人： Kajima Corp , Komatsu Im Engineering Kk , Komatsu Ltd , Tekken Constr Co Ltd , コマツアイエムエンジニアリング株式会社 , 株式会社小松製作所 , 鉄建建設株式会社 , 鹿島建設株式会社
发明人： YOSHIKAWA TADASHI , SASAKI YUKINOBU , DOI SHIGETAKA , TAKIMOTO KUNIHIKO , MORIOKA YOSHIRO , MIYAJIMA SUMIO , ABE TAKASHI
IPC分类号： E21D9/04 , E21D9/00 , E21D9/01
摘要： PROBLEM TO BE SOLVED: To provide an underground structure and its construction method attaining reduction in construction cost, labor saving in construction and the shortening of a construction period. SOLUTION: This underground structure comprises juxtaposed shield holes 1, 1 and widened parts 2, 2 formed in and on the facing side. Steel shell segments 1a are installed at the natural ground of the shield holes 1, 1, and jacking pipes 3, 4 are installed on the upper side and lower side between the shield holes 1, 1 to be closed in an approximately elliptic cross section so that external forces applied to the steel shell segments 1a and jacking pipes 3, 4 are resisted mainly by axial forces. COPYRIGHT: (C)2004,JPO

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