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11. 发明专利

JP2007092366A Shape holding device of segment and shape holding method of the segment making use thereof 有权
标题翻译：形状分段的形状保持装置和形状使用其分段的保持方法
公开(公告)号：JP2007092366A
公开(公告)日：2007-04-12
申请号：JP2005282244
申请日：2005-09-28
申请人： Ohbayashi Corp , 株式会社大林組
发明人： KANAI MAKOTO , MIKI KEIZO , IZAWA MASAYOSHI , HAYASHI SEITAKU , SAKAMOTO MASAAKI , KOGA HIROSHI
IPC分类号： E21D11/40
摘要： PROBLEM TO BE SOLVED: To provide a shape holding device of a segment capable of improving workability of tunnel construction, at the same time, holding the newest shape of the segment in a state to continue a shape holding effect of the segment assembled immediately before and a shape holding method of the segment making use of the shape holding device.
SOLUTION: The shape holding device 31 is equipped with a supporting frame 35 having one end connected to a vertical beam 33 installed in a tail section 5 of a shield machine 1 and the other end projected backward of the shield machine 1, a pair of right and left vertical expansion means 37 capable of being expanded and contracted in the vertical direction and mounted to the supporting frame 35, each bracket 39 connected to the upper end section of each vertical expansion means 37 in front and behind in the direction of movement of the shield machine 1 in a movable manner by pin connection, two sliding sections 43 connected to the upper parts of the brackets 39, abutted to the inside of the segment 13, at the same time, provided with slidable sliding bodies 41 along the inside and two sliding sections 43 connected to the lower end sections of the vertical expansion means 37.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：为了提供能够改善隧道施工的可加工性的部分的形状保持装置，同时将段的最新形状保持在状态以继续组装的段的形状保持效果并且使用形状保持装置的片段的形状保持方法。形状保持装置31具有支撑框架35，该支撑框架35的一端连接到安装在屏蔽机1的尾部5中的垂直梁33，另一端投射到屏蔽机1的后方，一对左右垂直扩展装置37，其能够在垂直方向上伸缩，并安装到支撑框架35，每个支架39在每个垂直扩展装置37的上端部分的前后方向上连接屏蔽机1以可移动的方式通过销连接而移动，与支架39的上部连接的两个滑动部分43相对于节段13的内侧，同时具有可滑动的滑动体41 内部和两个滑动部分43连接到垂直扩展装置37的下端部分。版权所有（C）2007，JPO＆INPIT

12. 发明专利

JP2005076285A Foaming method in foam shield construction method and foaming material used for foam shield construction method 有权
标题翻译：泡沫屏蔽结构方法和泡沫材料的发泡方法
公开(公告)号：JP2005076285A
公开(公告)日：2005-03-24
申请号：JP2003307983
申请日：2003-08-29
申请人： Keihin Soil Corp , Ohbayashi Corp , 京浜ソイル株式会社 , 株式会社大林組
发明人： MIKI KEIZO , MORIYA YOICHI , IZAWA MASAYOSHI
IPC分类号： E21D9/06 , C09K8/38 , E21D9/087
CPC分类号： C09K8/38 , E21D9/0678
摘要： PROBLEM TO BE SOLVED: To perform a foam shield construction method, without using the other additive and an auxiliary construction method, even in the highly water permeable gravel ground. SOLUTION: One kind selected from CMC, guagum, and an alginic acid or a mixture of these is added to a foaming agent being a main agent as a thickener. A foaming material solution adjusted to viscosity of 300 to 500 mPas, is foamed by prescribed foaming power via a foaming device 18, and an aqueous solution of a metal ion is added to and mixed with foam provided just after foaming. COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：即使在高水可渗透的砾石地面中，也可以不使用其他添加剂和辅助施工方法进行泡沫防护结构。调节至粘度为300〜500mPa·s的发泡材料溶液通过发泡装置18通过规定的发泡力发泡，并将金属离子的水溶液加入到刚刚发泡后提供的泡沫中并与之混合。版权所有（C）2005，JPO＆NCIPI

13. 发明专利

JP2004238903A Permeable underground continuous wall and its construction method 有权
标题翻译：可渗透的地下连续墙及其施工方法
公开(公告)号：JP2004238903A
公开(公告)日：2004-08-26
申请号：JP2003028729
申请日：2003-02-05
申请人： Ohbayashi Corp , 株式会社大林組
发明人： HIRAO JUNICHI , KONO MICHITAKA , IZAWA MASAYOSHI
IPC分类号： E02D5/20
摘要： PROBLEM TO BE SOLVED: To positively secure the volume of a filter layer. SOLUTION: A continuous wall 10 has soil cement column bodies 12, core members 14 and a permeable section 16. The column body 12 is composed of a preceding column body 12a and succeeding column bodies 12b1-12b3. The permeable section 16 is for providing prescribed permeating performance to a column row wall provided with imperviousness, is equipped with a cut-off plate 18, the filter layer 20 and a water pipe 22. The filter layer 20 is constituted by injecting a filler formed of a gel material and a granular solid material 21, in a bag body 24 formed of a warm water soluble sheet or a biodegradable sheet and insert-installed between the cut-off plate 18 and the outer natural ground A, to enlarge and expand the bag body 24, and removing the bag body 24 to expose the granular solid material 21 after a soil cement wall body is solidified. The lower end side opening of the water pipe 22 communicates with the filter layer 20 interposed between the cut-off plate 18 and the outer natural ground A. COPYRIGHT: (C)2004,JPO&NCIPI
摘要翻译：要解决的问题：积极地确保过滤层的体积。解决方案：连续壁10具有土壤水泥柱体12，芯构件14和可渗透部分16.柱体12由前列柱体12a和后柱体12b1-12b3组成。渗透部分16用于向设置有不透水性的列排壁提供规定的渗透性能，配备有切断板18，过滤层20和水管22.过滤层20通过注入形成的填料凝胶材料和颗粒状固体材料21在由温水溶性片材或可生物降解片材形成的袋体24中，插入物安装在切断板18和外部自然地面A之间，以扩大和扩大袋体24，并且在土壤水泥壁体固化之后移除袋体24以暴露颗粒状固体材料21。水管22的下端侧开口与插入在切断板18和外部自然地面A之间的过滤层20连通。（C）2004，JPO＆NCIPI

14. 发明专利

JP2011021475A Segment-shape holding device and segment-shape holding method using the same 有权
标题翻译：分段形状保持装置和分段形状保持方法
公开(公告)号：JP2011021475A
公开(公告)日：2011-02-03
申请号：JP2010219958
申请日：2010-09-29
申请人： Ohbayashi Corp , 株式会社大林組
发明人： KANAI MAKOTO , MIKI KEIZO , IZAWA MASAYOSHI , HAYASHI SEITAKU , SAKAMOTO MASAAKI , KOGA HIROSHI
IPC分类号： E21D11/40
摘要： PROBLEM TO BE SOLVED: To provide a segment-shape holding device and a segment-shape holding method using the same capable of improving workability of tunnel construction and holding the shape of the newest segment while maintaining a shape-holding effect of the most-recently-assembled segment.
SOLUTION: The shape-holding devices 31 comprises: a support frame 35 having one end connected to a vertical beam 33 installed inside a tale section 5 of a shield machine 1 and the other end protruding to the rear of the shield machine 1; a pair of right and left vertical expansion means 37 mounted to the support frame 35 and capable of extending and contracting upward and downward; a bracket 39 connected by pin connection to an upper end portion of each vertical expansion means 37 in such a way as to freely swing forward and backward in the advancement direction of the shield machine 1; two sliding parts 43 connecting respectively to upper portions of the brackets 39 and contactng the inner surface of a segment 13 while having sliding bodies 41 which are slidable along the inner surface; and two sliding parts 43 connected to lower ends of the resective vertical expansion means 37.
COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：解决问题的方案为了提供一种能够提高隧道施工的施工性和保持最新部分的形状的段状保持装置和段形保持方法，同时保持了最新部分的形状保持效果最近组装的部分。形状保持装置31包括：支撑框架35，其一端连接到安装在屏蔽机1的故事部分5内的垂直梁33，另一端突出到屏蔽机器1的后部 ; 一对左右垂直膨胀装置37，其安装在支撑框架35上并能够向上和向下延伸和收缩; 支架39通过销连接方式连接到每个垂直扩展装置37的上端部，以便在屏蔽机1的前进方向上自由地向前和向后摆动; 两个滑动部分43分别连接到支架39的上部并且接触节段13的内表面，同时具有可沿着内表面滑动的滑动体41; 和两个滑动部分43连接到可伸缩的垂直扩展装置37的下端。版权所有：（C）2011，JPO＆INPIT

15. 发明专利

JP2009133091A Treatment equipment, excavated sediment treatment method, excavator, tunnel construction method, and tunnel constructed by the construction method 有权
标题翻译：施工设备，施工方法，挖掘机，隧道施工方法，隧道施工方法
公开(公告)号：JP2009133091A
公开(公告)日：2009-06-18
申请号：JP2007309254
申请日：2007-11-29
申请人： Keihin Soil Corp , Ohbayashi Corp , 京浜ソイル株式会社 , 株式会社大林組
发明人： KANAI MAKOTO , MIKI KEIZO , IZAWA MASAYOSHI , TANAKA YOSHIHIRO , MATOBA KAZUHIKO , TSUJI TADAHIKO , MORI MICHIHITO , NAGAI FUMIHIRO
IPC分类号： E21D9/12 , E21D9/06 , E21D11/10
摘要： PROBLEM TO BE SOLVED: To provide excavated sediment treatment equipment which can fluidize excavated sediment in a short period of time, and which requires only a short pumping distance thereof. SOLUTION: This treatment equipment 1 comprises: air-bubble equipment 3 which produces air bubbles for fluidizing the excavated sediment produced by excavation performed by a shield machine 2; a sieve 4 for removing the clod excavated sediment with dimensions or as large as/larger than predetermined dimensions; shredding equipment 5 which crushes the clod excavated sediment removed by the sieve 4; and kneading equipment 6 which mixes the excavated sediment, passing through the sieve 4, the excavated sediment, crushed by the shredding equipment 5, the air bubbles, a solidification material such as cement, and water, so as to produce fluidized cellular soil covered with air bubbles and having high fluidity. COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：提供可在短时间内流化开挖沉积物的挖掘沉积物处理设备，并且仅需要较短的泵送距离。解决方案：该处理设备1包括：气泡设备3，其产生用于使由屏蔽机器2进行的挖掘产生的挖掘的泥沙流化的气泡; 用于去除具有尺寸或大于/大于预定尺寸的泥土挖掘的沉积物的筛4; 粉碎设备5，破碎由筛4除去的泥土挖出的沉淀物; 和混合设备6，其混合通过筛4的挖掘的沉淀物，由粉碎设备5粉碎的挖掘的沉淀物，气泡，诸如水泥的固化材料和水，以产生被覆盖的流化细胞土壤气泡，流动性好。版权所有（C）2009，JPO＆INPIT

16. 发明专利

JP2008031703A Excavation method of small overburden zone by earth pressure shield machine, and pressure control method in chamber 有权
标题翻译：地面压力机小型超级区域的挖掘方法及室内压力控制方法
公开(公告)号：JP2008031703A
公开(公告)日：2008-02-14
申请号：JP2006205174
申请日：2006-07-27
申请人： Ohbayashi Corp , 株式会社大林組
发明人： MIKI KEIZO , YOKOMIZO FUMIYUKI , SAKAMOTO MASAAKI , INOUE SADAFUMI , IZAWA MASAYOSHI
IPC分类号： E21D9/06
摘要： PROBLEM TO BE SOLVED: To provide an excavation method for excavating a zone having a tunnel overburden depth of 1.0 D or smaller by employing a shield tunneling method without executing an assisting method. SOLUTION: In a process of the execution of the excavation method, vertical earth pressure immediately above a working face is calculated based on a relationship between an overburden depth and weight per unit volume of the ground, and the interior of the chamber 5 is controlled so as to be set at set pressure P0 that is larger than vertical earth pressure P by a predetermined value. Then, by adjusting at least either a rotational speed of an earth removing screw 18 or a propelling speed of a shield jack 27, based on actual vertical earth pressure P1 measured by earth pressure gauges 20a, 20c, pressure in the chamber 5 is controlled. Further by measuring a variation caused by the subsidence or upheaval of the ground by means of a ground subsidence meter 14, the pressure in the chamber 5 is controlled based on a result of the measurement. COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供一种挖掘方法，用于通过采用盾构隧道方式挖掘具有1.0D以下隧道覆盖层深度的区域而不执行辅助方法。解决方案：在执行挖掘方法的过程中，基于上覆层深度和地面单位体积重量与室5内部之间的关系计算工作面正上方的垂直土压力被控制为设定为比垂直接地压力P大的规定值的设定压力P0。然后，通过基于由土压力计20a，20c测定的实际的垂直土压力P1，至少调整除尘螺杆18的旋转速度或挡板千斤顶27的推进速度，控制室5内的压力。此外，通过测量由地面沉降计14引起的地面沉降或动态变化引起的变化，基于测量结果来控制室5中的压力。版权所有（C）2008，JPO＆INPIT

17. 发明专利

JP2008002154A Segment unit 有权
标题翻译：分部
公开(公告)号：JP2008002154A
公开(公告)日：2008-01-10
申请号：JP2006172621
申请日：2006-06-22
申请人： Ishikawajima Constr Materials Co Ltd , Ohbayashi Corp , 株式会社大林組 , 石川島建材工業株式会社
发明人： TSUJI TADAHIKO , YOSHIDA KIMIHIRO , IZAWA MASAYOSHI , KOGA HIROSHI , HASHIMOTO HIROHIDE , KOBAYASHI KAZUHIRO , MINEZAKI AKIHIRO
IPC分类号： E21D11/08 , E04C5/08 , E21D11/04
摘要： PROBLEM TO BE SOLVED: To reduce cost by making the thickness of an approximately rectangular cross-section segment unit smaller than before.
SOLUTION: An approximately rectangular segment ring 10 comprises a plurality of circumferentially arranged segment pieces 11 and 12, and the respective segment pieces 11 and 12 are bound to each other by means of a prestressing steel wire 13 which penetrates in a circumferential direction. In the segment ring 10, the L-shaped cross-section segment pieces 12 and 12 are arranged at corners, and the block-like segment piece 11 is fitted and inserted into a section between the segment pieces 12 and 12. Through-holes 14a and 14b are formed at the segment pieces 12 and 11 which constitute approximately rectangular sides, and the prestressing steel wire 13 is inserted from a recessed portion 12a so that the segment pieces 12 and 11 can be bound to each other by means of anchoring devices 15A and 15B. Prestress is introduced into a section between the segment piece 11 and the L-shaped segment pieces 12 and 12 on respective sides. The prestressing steel wire 13 is arranged at the side of an approximately rectangular inner peripheral surface. Tensile stress generated on the segment 10 is canceled by the prestress which is introduced by the prestressing steel wire 13, so that a great bending load can be resisted.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：通过使大致矩形的横截面段单元的厚度比以前更小来降低成本。解决方案：大致矩形的环形环10包括多个周向布置的片段11和12，并且相应的片段11和12通过预应力钢丝13彼此结合，预应力钢丝13沿圆周方向。在分段环10中，L字形的横截面片段12和12设置在角部，并且块状片段11嵌合并插入到片段12和12之间的部分中。通孔14a 并且14b形成在构成大致矩形侧面的段片12和11上，并且预应力钢丝13从凹部12a插入，使得片段12和11可以借助于锚固装置15A彼此结合和15B。将预应力引入到片段11和相应侧面上的L形段片12和12之间的部分。预应力钢丝13配置在大致矩形的内周面的一侧。通过由预应力钢丝13引入的预应力来消除在节段10上产生的拉伸应力，从而可以抵抗大的弯曲载荷。版权所有（C）2008，JPO＆INPIT

18. 发明专利

JP2007270500A Manufacturing method for different-shaped segments 有权
标题翻译：不同形状部分的制造方法
公开(公告)号：JP2007270500A
公开(公告)日：2007-10-18
申请号：JP2006097005
申请日：2006-03-31
申请人： Ishikawajima Constr Materials Co Ltd , Ohbayashi Corp , 株式会社大林組 , 石川島建材工業株式会社
发明人： TSUJI TADAHIKO , YOSHIDA KIMIHIRO , IZAWA MASAYOSHI , KOGA HIROSHI , HASHIMOTO HIROHIDE , KOBAYASHI KAZUHIRO , MINEZAKI AKIHIRO
IPC分类号： E21D11/08 , E21D11/04
摘要： PROBLEM TO BE SOLVED: To provide a manufacturing method for manufacturing a plurality of different-shaped segments having different lengths by one form and reducing manufacturing cost.
SOLUTION: The different-shaped segments 21 having different heights arranged in an upper end part of an approach part where segments are constructed by a shield construction method are manufactured by arranging a plurality of detachable partitioning plates 40 for moving a position of a placing face 40a in an outer shell body 30 of the form 10 and placing concrete C on a placing face 40a side. The partitioning plates 40 are sequentially removed so as to increase height of the different-shaped segments 21 per different-shaped segment 21 to be manufactured.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供通过一种形式制造具有不同长度的多个不同形状的段的制造方法，并降低制造成本。解决方案：通过设置多个可拆卸的分隔板40来制造具有不同高度的不同高度的不同高度的不同高度，这些高度用于通过屏蔽构造方法构成段的构造的接近部的上端部，将面40a放置在形式10的外壳主体30中，并将混凝土C放置在放置面40a侧。顺序地移除分隔板40，以便增加每个待制造的每个不同形状的段21的不同形状的段21的高度。版权所有（C）2008，JPO＆INPIT

19. 发明专利

JP2007191878A Jacking management method for earth pressure type shield method 有权
标题翻译：地压式防护方法的封闭管理方法
公开(公告)号：JP2007191878A
公开(公告)日：2007-08-02
申请号：JP2006009210
申请日：2006-01-17
申请人： Ohbayashi Corp , 株式会社大林組
发明人： KANAI MAKOTO , MIKI KEIZO , IZAWA MASAYOSHI , KITAYAMA ATSUSHI , MATSUBARA KENTA , TAKAHASHI HIROSHI
IPC分类号： E21D9/06
摘要： PROBLEM TO BE SOLVED: To provide a jacking management method for an earth pressure type shield method allowing management by grasping in real time the plastic flow state of excavated sediment in a chamber under tunnel excavation. SOLUTION: The time sequence computed values of rotational torque computed by a measuring device 25, and the time sequence estimated values of rotational torque estimated by a flow analysis, are compared to verify the accuracy of rotational torque estimated by the flow analysis. When the accuracy is high, flow velocity and a shear rate are visualized. When the relation between the flow velocity and shear rate is appropriate, the flow direction and flow velocity of the excavated sediment are computed, and the flow direction and flow velocity of the excavated sediment in the chamber 19 are displayed on a monitor or the like to confirm the flow state of the excavated sediment in real time. COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供一种用于土压力型屏蔽方法的起重管理方法，其允许通过实时掌握隧道开挖室内挖掘的沉积物的塑性流动状态进行管理。解决方案：比较由测量装置25计算的旋转扭矩的时间序列计算值和通过流量分析估计的旋转扭矩的时间序列估计值，以验证通过流量分析估计的旋转扭矩的精度。当精度高时，流速和剪切速率可视化。当流速与剪切速度之间的关系是适当的时，计算出挖出的沉积物的流动方向和流速，并将室19中挖出的沉积物的流动方向和流速显示在监视器等上实时确定挖掘沉积物的流动状态。版权所有（C）2007，JPO＆INPIT

20. 发明专利

JP2007113199A Shape retaining device for approximately u-shaped segment, and method of retaining shape of approximately u-shaped segment by using the device 有权
标题翻译：用于大致U形形状分段的形状保持装置，以及使用装置保持大致U形部分的形状的方法
公开(公告)号：JP2007113199A
公开(公告)日：2007-05-10
申请号：JP2005303192
申请日：2005-10-18
申请人： Ohbayashi Corp , 株式会社大林組
发明人： MIKI KEIZO , IZAWA MASAYOSHI , HAYASHI SEITAKU , SAKAMOTO MASAAKI , KOGA HIROSHI
IPC分类号： E21D11/40
摘要： PROBLEM TO BE SOLVED: To provide a shape retaining device for an approximately U-shaped segment, which can maintain the shape and installation position of the approximately U-shaped segment having an opening on the upside of a recessed shape etc. , and a method for retaining the shape of the approximately U-shaped segment by using the shape retaining device.
SOLUTION: The shape retaining device 31 for the approximately U-shaped segment 13 comprises: a supporting frame 35, one end of which is connected to a vertical beam 33 installed in the tail section 5 of a shield machine 1, and the other end of which is protruded in the rear of the shield machine 1; a pair of right and left vertically telescopic means 37 which is mounted on the supporting frame 35, and which can be expanded/contracted in a vertical direction; and a reaction receiving trestle 38 which is mounted on the upper outer peripheral surface of the shield machine so as to overhang in the rear of the shield machine 1, and which serves as a reaction member in the expansion of the means 37.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：为了提供一种用于大致U字形段的形状保持装置，其能够保持在凹陷形状等的上侧具有开口的大致U形段的形状和安装位置，以及通过使用形状保持装置保持大致U字形的形状的方法。解决方案：用于大致U形段13的形状保持装置31包括：支撑框架35，其一端连接到安装在屏蔽机1的尾部5中的垂直梁33，并且其另一端突出在屏蔽机1的后部; 一对左右垂直伸缩装置37，其安装在支撑框架35上，并且可以在垂直方向上扩展/收缩; 以及安装在屏蔽机的上外周面上的支架38，以便在屏蔽机1的后部悬伸，并且在装置37的膨胀中用作反作用件。版权所有（C）2007，JPO＆INPIT

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