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61. 发明专利

JP2011246985A Water cut-off structure of jacking method entrance 有权
标题翻译：开封方式入水水切割结构
公开(公告)号：JP2011246985A
公开(公告)日：2011-12-08
申请号：JP2010121690
申请日：2010-05-27
申请人： Mutsubishi Rubber Co Ltd , Taisei Corp , 六菱ゴム株式会社 , 大成建設株式会社
发明人： MORITA TAIJI , TAKAKURA KATSUHIKO , KAWAKITA JUN , SHINTAKU TAKEO , SUNO KEIJI , SEKIYA MASAYUKI
IPC分类号： E21D9/06 , E21D11/38
摘要： PROBLEM TO BE SOLVED: To provide a water cut-off structure of the entrance for a jacking method capable of improving the water cut-off performance around the start port even in a jacked caisson having a projected corner portion on the outer circumferential surface.SOLUTION: The water cut-off structure includes first seal means 20 provided in the periphery of the opening of a start port 1, an inner frame member 50 provided inside the first seal means 20 and second seal means 51 provided between the inner frame member 50 and a jacked caisson 10. A corner 3 of the start port 1 corresponding to a projected corner 11 of the jacked caisson 10 is formed to have a curve-shaped surface outside the passing position of an outer circumferential surface 12 of the jacked caisson 10. The inner frame member 50 is formed with a projected corner 59 formed to have a curve-shaped surface to extend along the periphery of the opening. The second seal means 51 includes an elastic member 55 provided inside the inner frame member 50 and compression means 60 for compressing the elastic member 55. The elastic member 55 is compression-deformed by the compression means 60. Thereby, the elastic member 55 is contacted with the inner surface of the inner frame member 50 and the outer circumferential surface 12 of the jacked caisson 10.
摘要翻译：要解决的问题：为了提供一种能够提高起始端口周围的截水性能的起重方法的防水结构，即使在具有在外周上具有突出的角部的顶盖表面。解决方案：截水结构包括设置在起始端口1的开口周边的第一密封装置20，设置在第一密封装置20内部的内框架构件50和设置在第一密封装置内部的第二密封装置51 框架构件50和起重沉箱10.起重端口1的对应于提升式沉箱10的投影角11的角部3形成为具有弯曲形状的表面，该曲面形状表面在顶盖的外周表面12的通过位置之外内框架构件50形成有形成为具有沿着开口的周边延伸的曲线形表面的突出角部59。第二密封装置51包括设置在内框架构件50内部的弹性构件55和用于压缩弹性构件55的压缩装置60.弹性构件55被压缩装置60压缩变形。由此，弹性构件55被接触内框架构件50的内表面和顶盖10的外周面12。版权所有（C）2012，JPO＆INPIT

62. 发明专利

JP2011246910A Construction method of underground structure 有权
标题翻译：地下结构施工方法
公开(公告)号：JP2011246910A
公开(公告)日：2011-12-08
申请号：JP2010119239
申请日：2010-05-25
申请人： Taisei Corp , 大成建設株式会社
发明人： NISHIDA YASUO , YATSUNAMI YOSIYUKI , SEKINE YOSHIAKI , MORITA TAIJI
IPC分类号： E02D29/045 , E21D13/00
摘要： PROBLEM TO BE SOLVED: To provide a construction method of an underground structure capable of solving the problem that a construction failure tends to occur at the placing joint of a side wall by improving a conventionally so-called inverted lining method, thereby preventing the extension of the construction period.SOLUTION: The construction method of an underground structure comprises a process of constructing earth retaining walls 1, 1 in the opposite positions in the ground G, a process of excavating more in the ground G surrounded by the earth retaining walls 1, 1, then mounting wales 4A, 4A on both the earth retaining walls 1, 1 and mounting a shore strut 5A between wales 4A, 4A, a process of excavating more and constructing at least a ceiling slab 11 out of the underground structures to cause the slab to retain the earth retaining walls 1, 1, and a process of excavating more, constructing a flooring surface, constructing a leveling concrete slab 6 on the flooring surface, removing the wales and the shore strut, constructing a floor slab 13 on the leveling concrete slab 6 and constructing side walls 12 upward to construct the underground structure 10.
摘要翻译：要解决的问题：提供一种地下结构的施工方法，其能够通过改进常规所谓的倒置法来解决在侧壁的放置接头处容易发生施工故障的问题，从而防止延期施工期。解决方案：地下结构的施工方法包括在地面G的相对位置上构造挡土墙1,1的过程，在由地土挡土墙1,1包围的地面G中进一步挖掘的过程，然后在两个挡土墙1,1上安装纵行4A，4A，并在岸壁4A，4A之间安装一个岸支柱5A，一个挖掘更多的过程，并将至少一个天花板板11构造成地下结构，使板坯保持挡土墙1和1，进一步挖掘，构造地板表面，在地板表面上构造调平混凝土板6，去除纵行和岸支柱，在平整混凝土上构造楼板13 平板6并向上构造侧壁12以构造地下结构10.版权所有（C）2012，JPO＆INPIT

63. 发明专利

JP2011202402A Method of construction of underground structure 有权
标题翻译：地下结构施工方法
公开(公告)号：JP2011202402A
公开(公告)日：2011-10-13
申请号：JP2010070509
申请日：2010-03-25
申请人： Taisei Corp , 大成建設株式会社
发明人： USUI TORU , NIRENO KATSUYA , OGURA TAKAKEI , MORITA TAIJI
IPC分类号： E21D9/04 , E21D9/00
摘要： PROBLEM TO BE SOLVED: To provide a method of construction of an underground structure by which a curved part can be constructed and sinkage of a ground surface after precedent excavation can be suppressed.SOLUTION: The method is to construct the underground structure 1 extending from a start vertical shaft 51 to a horizontal ground G. The method includes steps of: propelling a steel box body 2 from the start vertical shaft toward the position of the ground where an upper part of the underground structure is formed; constructing earth retaining piles 31 from the inside of the steel box body to the position where a side face of the underground structure lower than the steel box body is formed; constructing a plurality of supporting piles 4 downward from the inside of the steel box body; constructing a ceiling structure 11 extending among head parts of the supporting piles; excavating under the ceiling structure along the earth retaining piles; and constructing the remaining parts of the underground structure in the excavated space under the ceiling structure.
摘要翻译：要解决的问题：提供一种可以建造弯曲部分的地下结构的构造方法，并且可以抑制先验开挖后的地面的下沉。解决方案：该方法是构造从将垂直轴51启动到水平地面G.该方法包括以下步骤：将钢箱体2从起始垂直轴推向地下结构的上部的地面位置; 从钢箱体内部形成地下结构体低于钢箱体侧面的位置; 从钢箱体的内部向下构造多个支撑桩4; 在支撑桩的头部之间构造天花板结构11; 在天花板结构下沿着地球保持桩挖掘; 并在天花板结构下的挖掘空间中构造地下结构的剩余部分。

64. 发明专利

JP2011196038A Method for removing shield machine 有权
标题翻译：移除屏蔽机的方法
公开(公告)号：JP2011196038A
公开(公告)日：2011-10-06
申请号：JP2010061800
申请日：2010-03-18
申请人： Taisei Corp , 大成建設株式会社
发明人： USUI TORU , NIRENO KATSUYA , OGURA TAKAKEI , OKUMURA TAKUYA , OSHINO YOSHIYUKI , MORITA TAIJI
IPC分类号： E21D9/06
摘要： PROBLEM TO BE SOLVED: To provide a method for removing a shield machine, which dispenses with construction of a vertical shaft, and which enables the shield machine to be at least partially removed from the ground, without reference to another progress situation, even when shield tunnels are coupled together.SOLUTION: In this method for removing the shield machine, the shield machine 1 advancing for excavation into the ground is dismantled and removed. The method includes: a step of constructing a wall body zone 30 with a continuous underground wall 3 of concrete structure in the ground G in the arrival position of the shield machine; a step of forming a cut-off zone 5 in the ground on the side of the arrival of the shield machine in the wall body zone; a step of making a cutter face 11 on the front of the shield machine penetrate the continuous underground wall; and a step of detaching the cutter face and a bulkhead 13 inside the shield machine from the shield machine and removing them.
摘要翻译：要解决的问题：为了提供一种除去垂直轴结构的屏蔽机器的方法，并且能够使屏蔽机器至少部分地从地面移除，而不参考另一进展情况，即使当屏蔽隧道联结在一起。解决方案：在这种拆除盾构机的方法中，拆除和拆除了用于挖掘进入地面的盾构机1。该方法包括：在屏蔽机的到达位置，在地面G中形成具有混凝土结构的连续地下壁3的壁体区30的步骤; 在屏蔽机到达的一侧在地面上形成切断区域5的步骤; 在屏蔽机的正面上形成刀面11的步骤穿透连续的地下壁; 以及将屏蔽机器内的切割面和隔板13与屏蔽机器分离并去除它们的步骤。

65. 发明专利

JP2011144504A Cut-off structure of entrance for jacking method 有权
标题翻译：切割方法的切入结构
公开(公告)号：JP2011144504A
公开(公告)日：2011-07-28
申请号：JP2010003669
申请日：2010-01-12
申请人： Mutsubishi Rubber Co Ltd , Taisei Corp , 六菱ゴム株式会社 , 大成建設株式会社
发明人： MORITA TAIJI , SHINTAKU TATEO , SUNO KEIJI , SEKIYA MASAYUKI
IPC分类号： E21D9/06
摘要： PROBLEM TO BE SOLVED: To provide a cut-off structure of an entrance for a jacking method, which can enhance cut-off performance on the periphery of a starting port, even in the case of a jacked caisson with a projected corner portion. SOLUTION: This cut-off structure of the entrance for the jacking method includes entrance packing 20, a holding plate 30 for prevention of reversal, and a corner member 40 which is provided inside the entrance packing 20 at the corner 3 of the starting port 1 corresponding to the projected corner portion 11 of the jacked caisson 10; the corner 3 is formed in such a curved shape as to swell to the outside with respect to a passage position of the projected corner portion 11 of the jacked caisson 10; the plurality of holding plates 30 are provided along an opening edge of the starting port 1; the plurality of holding plates 30 in a position corresponding to the corner 3 are arranged like a curve line along a curved surface of the corner 3; and the corner member 40 has an inside surface 41 formed in a shape along the projected corner portion 11 of the jacked caisson 10, and has an outside surface 43 formed in a curved shape along the corner portion 3. COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：为了提供一种用于起动方法的入口的截止结构，其可以提高起动端口的周边的截止性能，即使在具有突出角的顶棚沉箱的情况下一部分。解决方案：用于起动方法的入口的截止结构包括入口填料20，用于防止反转的保持板30和设置在入口填料20内部的角部件40处的角部件40 与起重沉箱10的投影角部11相对应的启动口1; 角部3形成为相对于起重沉箱10的突出角部11的通过位置膨胀到外侧的弯曲形状; 多个保持板30沿起始端口1的开口边缘设置; 在与角部3相对应的位置上的多个保持板30沿着拐角3的曲面配置成曲线，并且角部件40具有沿顶盖13的突出角部11形成的内表面41，并且具有沿着角部3形成为弯曲形状的外表面43.权利要求（C ）2011，JPO＆INPIT

66. 发明专利

JP2011032793A Water cut-off method for outer cylinder of intermediate pushing device and water cut-off structure of the outer cylinder 有权
标题翻译：中间推动装置的外圆筒的水切断方法和外筒的水切断结构
公开(公告)号：JP2011032793A
公开(公告)日：2011-02-17
申请号：JP2009181791
申请日：2009-08-04
申请人： Ihi Corp , Taisei Corp , 大成建設株式会社 , 株式会社Ihi
发明人： YOSHIDA YUZURU , NAKANE TAKASHI , OSAKA MAMORU , FUJITANI TOSHIMI , MORITA TAIJI , HATTORI YOSHIFUMI
IPC分类号： E21D9/06
摘要： PROBLEM TO BE SOLVED: To provide a water cut-off method and a water cut-off structure for/of an outer cylinder of an intermediate pushing device for cutting off water in the outer cylinder when dismantling the intermediate pushing device. SOLUTION: In this water cut-off method for the outer cylinder of the intermediate pushing device 1, a driving device 3 for extending or contracting an inner cylinder 2 is installed in the inner cylinder 2, the inner side outer cylinder 20 is installed at one end of the inner cylinder 2 through a first end face plate 8 and the outer side outer cylinder 19 is installed at the other end of the inner cylinder 2 through a second end face plate 14 to constitute the intermediate pushing device 1, the intermediate pushing device 1 drills the natural ground together with a steel shell 16 for jacking to construct a tunnel, and then water in a section between the outer cylinders 19 and 20 is cut off to recover the inner cylinder 2. Step parts 22 coming into face-touch with an end face 24 of the outer side outer cylinder 19 when the inner cylinder 2 is contracted and retreats are formed over the whole periphery of the inner side outer cylinder 20. After the end face 24 of the outer side outer cylinder 19 comes into face-touch with the step parts 22, solidificant is poured between the outer side outer cylinder 19 and the inner side outer cylinder 20. COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：为拆卸中间推动装置时提供用于中间推动装置的外筒的截水方法和截水结构，用于在外筒中切断水。解决方案：在中间推压装置1的外筒的这种截水方法中，在内筒2中安装有用于使内筒2伸缩的驱动装置3，内侧外筒20是通过第一端面板8安装在内筒2的一端，外侧外筒19通过第二端面板14安装在内筒2的另一端，构成中间推压装置1，中间推动装置1将自然地面与用于顶起的钢壳16一起钻孔，构成隧道，然后将外筒19和20之间的部分中的水切断以回收内筒2.步骤部分22进入当内筒2收缩时，与外侧外筒19的端面24相接触，并且在内侧外筒20的整个周边上形成后退。在外侧外侧c的端面24 台阶部件22与步进部件22进行面接触，在外侧外筒体19和内侧外筒体20之间浇注有重要的作用。（C）2011，JPO＆INPIT

67. 发明专利

JP2010265683A Underground structure 有权
标题翻译：地下结构
公开(公告)号：JP2010265683A
公开(公告)日：2010-11-25
申请号：JP2009118484
申请日：2009-05-15
申请人： Seibu Polymer Corp , Taisei Corp , Tokyo Electric Power Co Inc:The , 大成建設株式会社 , 東京電力株式会社 , 西武ポリマ化成株式会社
发明人： NAKAHARA KAZUHIKO , KIMURA TADAKAZU , KAGAWA TOMOYA , MORITA TAIJI , SHINTAKU TATEO , IWATA SHOEI , OGASAWARA KUNIHIRO , ISHIDA HIROSHI , KATO HISAO , YOSHIDA NAOKAZU , SHIMOZAWA SHIGEO , FUKUDA KOJI
IPC分类号： E03F3/04 , E02D29/12 , E21D11/38
摘要： PROBLEM TO BE SOLVED: To provide an underground structure which can easily and swiftly recover a water stopping structure at a joint between structure frames even when the water stopping function of a flexible water stop joint is damaged caused by unexpected soil deformation or disasters. SOLUTION: The underground structure 1 is provided with a plurality of structure frames 10 buried in a ground G and the flexible water stop joint 22 placed across the joint between structure frames 10 adjacent to each other. The flexible water stop joint 22 is placed inside a groove-like space 21 provided on a tunnel N side of a boundary section of both structure frames 10. An installing space 24 for emergency water stop joint which is installed afterwards in a way that it envelopes the flexible water stop joint 22 is secured inside the groove-like space 21. An installing section 13 to be used when installing the emergency water stop joint is formed on an end of each structure frame 10 facing the groove-like space 21. COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：提供一种地下结构，即使当由于意想不到的土壤变形或灾害而导致柔性止水接头的止水功能受损时，也可以在结构框架之间的接合处容易且迅速地回收止水结构。解决方案：地下结构1设置有埋在地面G中的多个结构框架10和跨越彼此相邻的结构框架10之间的接合处的柔性止水接头22。柔性防水接头22被放置在设置在两个结构框架10的边界部分的隧道N侧的槽状空间21内。紧急停水接头的安装空间24，其随后被安装柔性防水接头22固定在槽状空间21内。安装紧急停水接头时使用的安装部13形成在每个结构框架10的面向槽状空间21的端部。
版权所有（C）2011，JPO＆INPIT

68. 发明专利

JP2010196258A Water sealing structure for emergency 有权
标题翻译：水密封结构紧急
公开(公告)号：JP2010196258A
公开(公告)日：2010-09-09
申请号：JP2009039086
申请日：2009-02-23
申请人： Taisei Corp , 大成建設株式会社
发明人： MORITA TAIJI , IWATA SHOEI , OGASAWARA KUNIHIRO
IPC分类号： E21D11/38
摘要： PROBLEM TO BE SOLVED: To provide a water sealing structure for emergency, which is applied to an underground structure constituted by continuously providing a plurality of building frames, and which can secure a water sealing function between the building frames even on the occurrence of unexpected ground deformation.
SOLUTION: This water sealing structure 1 for emergency is provided in the underground structure constituted by continuously providing box culverts 10 and 10. The water sealing structure 1 includes a waterproof storage section 21 which is installed astride a boundary between the box culverts 10 adjacent to each other, and a water sealing material 22 which is housed in the storage section 21; the water sealing material 22 is made of aggregate of a powdery or granular material containing a water-swelling clay material; and the storage section 21 can be torn by a force which causes the formation of an aperture or shear displacement between both the box culverts 10.
COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：提供一种应用于由连续地提供多个建筑物构成的地下结构的应急水封结构，并且即使在发生时也能够确保建筑物框架之间的水封功能意外的地面变形。解决方案：这种用于应急的密封结构1设置在由连续提供箱涵10和10构成的地下结构中。水封结构1包括防水存储部分21，该防水存储部分21跨越箱涵10的边界彼此相邻，以及容纳在存储部21中的水封材料22; 水密封材料22由含有水溶性粘土材料的粉末或颗粒状材料的骨料制成; 并且存储部分21可以被引起在两个盒子涵洞10之间形成孔或剪切位移的力撕裂。（C）2010年，JPO和INPIT

69. 发明专利

JP2010133100A Cut-off structure and method for constructing large-section tunnel 有权
标题翻译：用于构造大型隧道的切断结构和方法
公开(公告)号：JP2010133100A
公开(公告)日：2010-06-17
申请号：JP2008308232
申请日：2008-12-03
申请人： Mutsubishi Rubber Co Ltd , Taisei Corp , 六菱ゴム株式会社 , 大成建設株式会社
发明人： MORITA TAIJI , ADACHI HIDEAKI , SEKIYA MASAYUKI , SUNO KEIJI
IPC分类号： E21D13/02
摘要： PROBLEM TO BE SOLVED: To provide an easy-to-construct cut-off structure and a method for constructing a large-section tunnel.
SOLUTION: A linear elastic seal member 20, which is provided along a jacking method, is provided on the outer surface 10', facing the other tunnel caisson 10 (10b), of one 10 (10a) of two tunnel caissons 10 and 10 adjacent to each other. The elastic seal member 20 includes a base 21, and a lip 22 which is formed integrally with the base 21 and the leading end of which is directed to the outside of the large-section tunnel 1. The lip 22 is constituted to be elastically urged toward the outer surface 10' of the other tunnel caisson 10 by the outside pressure of the large-section tunnel 1.
COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：提供一种易于构造的截止结构和用于构造大型隧道的方法。解决方案：沿着起重方式设置的线性弹性密封件20设置在两个隧道沉箱10的一个10（10a）的外表面10'上，面对另一个隧道沉箱10（10b）和10相邻。弹性密封构件20包括基部21和与基部21一体形成并且其前端指向大截面通道1的外侧的唇部22.唇部22被构造成被弹性地推动通过大型隧道1的外部压力向另一个隧道沉箱10的外表面10'倾斜。（C）2010，JPO＆INPIT

70. 发明专利

JP2010030157A Segment form 有权
标题翻译：分部格式
公开(公告)号：JP2010030157A
公开(公告)日：2010-02-12
申请号：JP2008195116
申请日：2008-07-29
申请人： Taisei Corp , 大成建設株式会社
发明人： OKUBO HIDEYA , MORITA TAIJI , TAKAKURA KATSUHIKO
IPC分类号： B28B7/10 , E21D11/08
摘要： PROBLEM TO BE SOLVED: To provide a segment form capable of simply and inexpensively manufacturing the high-quality segment including a portion formed by a material having different strength.
SOLUTION: The form 1 for the segment produces the segment having a circular arc cross section equipped with a general part made of a concrete material and an end surface part made of the concrete material having different blending from the general part. The form 1 for the segment includes a flatly placed form body 2, an upper frame part 3 for covering the opening of the upper surface of the form body 2, and a partition part 4 for partitioning a boundary part between the general part and the end surface part. The upper frame part 3 includes a fixed plate 31 fixed on the form body 2 so as to cover the upper surface of the general part, and a sliding plate 32 disposed on the form body 2 so as to cover the upper surface of the end surface part. The partitioning part 4 can be pulled out upward from the clearance between the fixed plate 31 and the sliding plate 32, the sliding plate 32 can be slid toward the fixed plate 31, and the clearance is closed by sliding the sliding plate 32 after pulling out the partitioning part 4.
COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：提供能够简单且廉价地制造包括由具有不同强度的材料形成的部分的高质量片段的片段形式。解决方案：该段的形式1产生具有圆弧截面的段，其具有由混凝土材料制成的一般部分和由与一般部分不同的混合物制成的混凝土材料的端面部分。用于该片段的形式1包括平坦放置的本体2，用于覆盖成形体2的上表面的开口的上框架部分3和用于分隔一般部分和末端之间的边界部分的分隔部分4 表面部分。上框架部3包括固定在成形体2上以覆盖一般部分的上表面的固定板31和设置在成形体2上以覆盖端面的上表面的滑板32 部分。分隔部4可以从固定板31和滑动板32之间的间隙向上拉出，滑动板32能够朝向固定板31滑动，并且在拉出之后通过滑动板32滑动来关闭间隙分区部分4.版权所有（C）2010，JPO＆INPIT

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