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1. 发明专利

JP2007138616A Structure and method for cutting off connecting section of tunnel 有权
标题翻译：切断隧道连接的结构和方法
公开(公告)号：JP2007138616A
公开(公告)日：2007-06-07
申请号：JP2005335411
申请日：2005-11-21
申请人： Fujita Corp , Jfe Metal Products & Engineering Inc , Jfe建材株式会社 , Taisei Corp , 大成建設株式会社 , 株式会社フジタ
发明人： MORITA TAIJI , WATABE SHOICHI , TAKAKURA KATSUHIKO , TOKIDA KAZUYA , FUJIMOTO NAOAKI , ISOZAKI TOMOHITO , MISAWA MAKOTO , MATSUOKA KAORU
IPC分类号： E21D11/00 , E21D9/06
摘要： PROBLEM TO BE SOLVED: To provide a structure and a method for cutting off a connecting section of a tunnel, which can reduce the amount of injection of a chemical solution, and which are equipped with excellent cut-off properties even if a water sealing plate is not provided.
SOLUTION: This cut-off structure 1 of the connecting section of the tunnel is utilized for cutting off the connecting sections 3 among the plurality of tunnels 2 and 2 which are brought into continuous contact with one another in parallel with one another. A screen 6, which is formed by infilling a filler 5 such as mortar into a bag body 4, is provided outside the connecting section 3. The screen 6 is formed in such a shape as to reach the outer peripheral wall 18 of the other tunnel 2 by infilling the filler 5 into the bag body 4 from the outer peripheral wall 18 of one tunnel 2.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供一种用于切断隧道的连接部分的结构和方法，该结构和方法可以减少化学溶液的注入量，并且其具有优良的截止性能，即使不提供水封板。解决方案：隧道的连接部分的该截止结构1用于切断彼此平行地彼此连续接触的多个隧道2和2之间的连接部分3。通过将诸如砂浆的填料5填充到袋体4中形成的筛网6设置在连接部分3的外部。筛6形成为到达另一个隧道的外周壁18 2通过从一个隧道2的外周壁18将填料5填充到袋体4中。版权所有（C）2007，JPO＆INPIT

2. 发明专利

JP2007191944A Subterranean hollow element for anti-soil pressure wall 有权
标题翻译：用于土壤压力墙的地下室中空元素
公开(公告)号：JP2007191944A
公开(公告)日：2007-08-02
申请号：JP2006011958
申请日：2006-01-20
申请人： Fujita Corp , Jfe Metal Products & Engineering Inc , Jfe建材株式会社 , Taisei Corp , 大成建設株式会社 , 株式会社フジタ
发明人： FUJIMOTO NAOAKI , MISAWA MAKOTO , ISOZAKI TOMOHITO , MORITA TAIJI , WATABE SHOICHI , TAKAKURA KATSUHIKO , TOKIDA KAZUYA , MATSUOKA KAORU
IPC分类号： E21D11/04 , E21D13/02
摘要： PROBLEM TO BE SOLVED: To provide a subterranean hollow elements for anti-soil pressure wall capable of surely and easily connecting both hollow elements with each other even if there are mutual inclinations of both adjoining hollow elements or three dimensional placement errors.
SOLUTION: The subterranean hollow elements for anti-soil pressure wall is equipped with hollow element bodies 1, the end plates 2 and 3 located inside of opening sections 1a and 1b of them to be respectively fixed, the first sticks 4 inserting both ends arranged inside of the hollow element bodies 1 in the end plates 2 and 3, the second sticks 5 arranged across over the adjoining hollow element bodies 1 and 1, at the same time, inserting one end in the end plate 2 in one of the hollow element bodies 1 and inserting the other end in the other end plate 3 in the other of the hollow element bodies 1 and elastic supports 6 and 7 intervening among both ends of each of the first sticks 4 and each of the second sticks 5 and the end plates 2 and 3 to make proper compression. The end plates 2 and 3 are used as load carrying plates receiving tensile force of the first stick 4 and the second stick 5 and, at the same time, these sticks 4 and 5 are held in the process of execution. The tensile force of the first stick 4 and the tensile force of the second stick 5 act so that it can balance with the end plates 2 and 3 through the elastic supports 6 and 7.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：即使存在相邻的中空元件的相互倾斜或三维放置误差，也可以提供一种用于防土压力壁的地下中空元件，其能够可靠且容易地将两个中空元件彼此连接。解决方案：用于防土压力墙的地下中空元件装有中空元件体1，位于其开口部分1a和1b内部的端板2和3分别固定，第一棒4插入两个在端板2和3中布置在中空元件主体1内部的端部，跨越相邻的中空元件体1和1布置的第二棒5，同时将一端插入端板2中的一个中中空元件体1并将另一端插入到另一个中空元件体1中的另一端和在第一棒4和每个第二棒5的两端之间插入的弹性支撑件6,7，以及端板2和3以进行适当的压缩。端板2和3用作承受第一棒4和第二棒5的张力的承载板，并且同时保持这些棒4和5的执行过程。第一棒4的张力和第二棒5的张力作用，使得其可以通过弹性支撑件6和7与端板2和3平衡。版权所有：（C）2007，JPO＆INPIT

3. 发明专利

JP2006070443A Element pipe and construction method for underground structure 有权
标题翻译：元素管道和地下结构施工方法
公开(公告)号：JP2006070443A
公开(公告)日：2006-03-16
申请号：JP2004251523
申请日：2004-08-31
申请人： Fujita Corp , Taisei Corp , 大成建設株式会社 , 株式会社フジタ
发明人： TOKIDA KAZUYA , MORITA TAIJI , UEDA KENRO , NISHIKAWA MITSURU , OGAWA FUSHI , WAKE TERUYUKI , FUJIMOTO NAOAKI , KISHI KOICHI
IPC分类号： E21D13/02 , E21D9/04 , E21D13/04
摘要： PROBLEM TO BE SOLVED: To provide an element pipe which can easily adapt to a curved section, a construction error, etc. and which can suppress rolling, and a construction method for an underground structure using the element pipe.
SOLUTION: When a peripheral wall is formed in the ground 1, the element pipe 9 as a tubular body is arranged in each excavated hole 1a excavated by an excavator 6 along a position of the peripheral wall, and the adjacent element pipes 9 are connected to each other so as to form the peripheral wall of an annular body. The tubular body is the element pipe 9 which is brought into contact with the inside of the excavated hole 1a, where a groove part 90 with a concave cross section, opened to the outside, is formed in a first side surface, and where a pair of engaging brackets 9f and 9f is formed on a second side surface at an interval, almost equal to the width of the groove 90, in the state of protruding to the outside. The underground structure is constructed by using the plurality of element pipes 9 etc.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供一种容易适应弯曲部分，施工误差等并且可以抑制轧制的元件管，以及使用元件管的地下结构的施工方法。解决方案：当在地面1中形成周壁时，作为管状体的元件管9布置在沿着周壁的位置由挖掘机6挖掘的每个挖掘孔1a中，并且相邻的元件管9 彼此连接以形成环形体的周壁。管状体是与挖掘孔1a的内侧接触的元件管9，在第一侧面形成有向外侧开口的具有凹状截面的槽部90，接合支架9f和9f以在突出到外部的状态下以几乎等于凹槽90的宽度的间隔形成在第二侧表面上。地下结构通过使用多个元件管9等构成。版权所有（C）2006，JPO＆NCIPI

4. 发明专利

JP2006045928A Soil pressure wall 审中-公开
标题翻译：土压力墙
公开(公告)号：JP2006045928A
公开(公告)日：2006-02-16
申请号：JP2004228992
申请日：2004-08-05
申请人： Fujita Corp , Suiken:Kk , Taisei Corp , 大成建設株式会社 , 株式会社フジタ , 株式会社推研
发明人： SASAYA TERUMASA , HIRANO KATSUSATO , WAKE TERUYUKI , FUJIMOTO NAOAKI , KISHI KOICHI , MORITA TAIJI , TOKIDA KAZUYA , KOYANAGI YOSHIRO , UEDA KENRO , HONMA RYOJI
IPC分类号： E21D13/00 , E02D5/20 , E21D11/04
摘要： PROBLEM TO BE SOLVED: To provide a soil pressure wall capable of being constructed by using a plurality of elements with a single diameter, preparing no boring machine with different diameters and being constructed without increasing the amount of excavated soils.
SOLUTION: The element 18A located in a corner section intersecting both right and left side walls 1204 and a bottom wall 1202 passes through the center in the direction of the thickness of each of the side walls 1204, and it is so placed that the center thereof makes displacement to the inside of the soil pressure wall 12 rather than a place intersecting the center line extended in the vertical direction and the center line extended in the horizontal direction passing through the center in the direction of the thickness of the bottom wall 1202. The element 18B located in a corner section intersecting both right and left side walls 1204 and an upper wall 1206 is so placed that the center thereof makes displacement to the inside of the soil pressure wall 12 rather than a place intersecting the center line extended in the vertical direction passing through the center in the direction of the thickness of each of the side walls 1204 and the center line extended in the horizontal direction passing through the center in the direction of the thickness of the upper wall 1206.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：为了提供能够通过使用具有单个直径的多个元件来构造的土壤压力壁，不需要不增加挖掘土壤的量来构造不同直径的镗床并且被构造。解决方案：位于与左右侧壁1204和底壁1202相交的角部中的元件18A沿着每个侧壁1204的厚度方向穿过中心，并且它被放置成使得其中心位于土压力壁12的内部，而不是在垂直方向上延伸的中心线与沿着垂直方向延伸的中心线相交的位置，并且沿水平方向延伸的中心线沿着底壁厚度方向穿过中心位于与左右侧壁1204和上壁1206相交的角部中的元件18B被放置成使其中心向土压力壁12的内部移动，而不是与延伸的中心线相交的位置在沿着每个侧壁1204的厚度方向穿过中心的垂直方向和在水平方向上延伸的中心线 n在上壁1206的厚度方向上穿过中心。（C）版权所有（C）2006，JPO＆NCIPI

5. 发明专利

JP2015028295A 止水構造およびその構築方法有权
标题翻译：水切割结构及其构造方法
公开(公告)号：JP2015028295A
公开(公告)日：2015-02-12
申请号：JP2014205497
申请日：2014-10-06
申请人：大成建設株式会社 , Taisei Corp
发明人： IGASAKI KEI , MORITA TAIJI , TAKAKURA KATSUHIKO , KAWAKITA JUN
IPC分类号： E21D11/38
摘要：【課題】非開削工法により構築されたトンネル覆工と、別工程で構築された地下躯体との間を止水する。【解決手段】非開削工法により構築されたトンネル覆工20と、このトンネル覆工20と別工程の開削工法により構築された地下躯体25とを組み合わせてなる地中構造物1における、トンネル覆工20と地下躯体25との間の止水構造30であって、トンネル長手方向に隣り合うリング(トンネル函体22,22)間に止水部材31を挟むとともに、止水部材31の一端(露出部33)をトンネル覆工20の表面から露出させ、地下躯体25の底版部13または頂版部12の少なくとも一方を覆う防水シート35の端部(垂下部分35a)を、トンネル覆工20の表面および止水部材31の露出した部分と面接触させたことを特徴とする。【選択図】図1
摘要翻译：要解决的问题：切断由非开放式方法构造的隧道衬砌和通过单独工艺构造的地下骨架之间的水。解决方案：在非开放式构造的隧道石灰20之间的截流结构30 通过将隧道石灰20和地下骨架25组合而形成通过与地下结构1中的隧道衬里20分开的开放方法构造的地下骨架25和水切断构件31 夹在隧道纵向相邻的环（隧道箱主体22和22）之间，并且防水构件31的一端（暴露部分33）从隧道石灰20的表面露出，并且端部用于覆盖地下骨架25的底部板坯部分13和顶部板坯部分12中的至少一个的防水片材35的悬挂部分35a与隧道衬里20的表面和露出部分的表面接触 t 他断水构件31。

6. 发明专利

JP2014091938A Entrance structure for tunnel and method of starting shield excavator 有权
标题翻译：隧道入口结构及开启盾构式挖掘机的方法
公开(公告)号：JP2014091938A
公开(公告)日：2014-05-19
申请号：JP2012241972
申请日：2012-11-01
申请人： Taisei Corp , 大成建設株式会社 , Mutsubishi Rubber Co Ltd , 六菱ゴム株式会社
发明人： MORITA TAIJI , SEKIYA MASAYUKI
IPC分类号： E21D9/06
摘要： PROBLEM TO BE SOLVED: To obtain cut-off effect even when a plurality of tunnel linings are formed at one start port.SOLUTION: There is provided an entrance structure for a tunnel which includes a plurality of tunnel linings 20, 20 arranged side by side at an interval, an outside entrance 30, and an inside entrance 50. The outside entrance 30 includes first cutoff means 31 coming into contact with an outer peripheral surface of the inside entrance 50, which includes a plurality of ring parts 51, 51 provided corresponding to the plurality of tunnel linings 20, 20, a connection part 52 closing a gap between the adjacent ring parts 51, 51, and a plurality of pieces of second cutoff means 55 provided for the plurality of ring parts 51, 51 respectively. The respective ring parts 51 surround the respective tunnel linings 20, and the second cutoff means 55 comes into contact with an outer peripheral surface of each tunnel lining 20, and is adjustable in frictional force against outer peripheral surfaces of the tunnel linings 20, 20.
摘要翻译：要解决的问题：即使当在一个起始端口处形成多个隧道衬里时也获得截止效果。解决方案：提供了一种用于隧道的入口结构，其包括并排设置的多个隧道衬里20,20 一个间隔，一个外部入口30和一个内部入口50.外部入口30包括与内部入口50的外周表面接触的第一切断装置31，其包括多个相应的环形部分51,51 分别连接多个隧道衬套20,20，连接部分52，该连接部分52分别相邻的环形部分51和51之间的间隙以及分别设置在多个环形部分51,51上的多个第二切割装置55。相应的环部51围绕相应的隧道衬里20，并且第二截止装置55与每个隧道衬里20的外周表面接触，并且可以对隧道衬里20,20的外周表面的摩擦力进行调节。

7. 发明专利

JP2014091937A Method for constructing underground space 有权
标题翻译：建筑地下空间的方法
公开(公告)号：JP2014091937A
公开(公告)日：2014-05-19
申请号：JP2012241951
申请日：2012-11-01
申请人： Taisei Corp , 大成建設株式会社
发明人： TAKAKURA KATSUHIKO , IMAISHI TAKASHI , NAKAMURA TAKAYOSHI , OSAKA MAMORU , MORITA TAIJI , NISHIDA YOSHIO , HATTORI YOSHIFUMI , ITO YUICHI , IWASHITA ATSUSHI
IPC分类号： E21D13/02 , E21D9/06
摘要： PROBLEM TO BE SOLVED: To propose an underground space construction method for constructing an underground space including a main line tunnel without interfering with the main line tunnel.SOLUTION: In an underground space construction method, a plurality of small cross section tunnels along the axial direction of a main line tunnel T1 are juxtaposed before or after construction of the main line tunnel T1, and a region enclosed by the plurality of small cross section tunnels is excavated in a state that the main line tunnel T1 is included in the region to form a large cross section space 1. The underground space construction method includes: a forward excavation step of making an excavator for small cross section tunnel excavate from a base end 12 toward a tip end 11 of the large cross section space 1; a tip end excavation step of making the excavator carry out U-turn in underground of the outside of the cross section of the main line tunnel T1 on the tip end 11 side of the large cross section space 1; and a return path excavation step of making the excavator excavate from the tip end 11 toward the base end 12.
摘要翻译：要解决的问题：提出一种地下空间施工方法，用于在不干扰主线隧道的情况下，构建包括主线隧道的地下空间。解决方案：在地下空间施工方法中，沿轴向方向的多个小横截面隧道在主线隧道T1的构造之前或之后并列设置主线路隧道T1，并且在主线路隧道T1被包括在该区域中的状态下挖出由多个小横截面隧道围成的区域，以形成大截面空间1.地下空间施工方法包括：从大截面空间1的基端12向前端11挖掘小截面隧道挖掘机的前方挖掘工序; 在大截面空间1的前端部11侧，使主体隧道T1的横截面外侧的地下部进行U型转弯的前端挖掘工序; 以及使挖掘机从前端部11朝向基端部12进行挖掘的返回路径挖掘工序。

8. 发明专利

JP2014020124A Construction method of water collection tunnel and water collection tunnel 有权
标题翻译：水收集隧道和水收集隧道施工方法
公开(公告)号：JP2014020124A
公开(公告)日：2014-02-03
申请号：JP2012160311
申请日：2012-07-19
申请人： Taisei Corp , 大成建設株式会社 , Japan Tunnel Systems Corp , ジャパントンネルシステムズ株式会社
发明人： MORITA TAIJI , KADOTA KATSUMI
IPC分类号： E03B3/06 , E21D11/04
摘要： PROBLEM TO BE SOLVED: To provide a construction method of a water collection tunnel in which a cut-off property during tunnel construction can be ensured and water can be surely collected during service, and the water collection tunnel.SOLUTION: A construction method of a water collection tunnel includes: a tunnel construction step for forming a tunnel in which grout holes 14 are closed; and an opening step for opening the grout holes 14 to form a water collection hole 12 in the tunnel. A water collection tunnel 1 comprises a tunnel body 11 and a plurality of grout holes 14 penetrating the tunnel body 11, and is formed to guide underground water W around the tunnel into the tunnel by communicating an inner space of the tunnel and a rock mass G via the grout holes 14.
摘要翻译：要解决的问题：提供一种收集隧道的施工方法，其中可以确保隧道施工期间的切断性能，在使用过程中可靠地收集水，以及采水隧道。解决方案：采水隧道包括：隧道施工步骤，用于形成灌浆孔14关闭的隧道; 以及打开步骤，用于打开灌浆孔14，以在隧道中形成集水孔12。集水隧道1包括隧道主体11和穿透隧道主体11的多个灌浆孔14，并且形成为通过连通隧道的内部空间和岩体G将隧道内的地下水W引导到隧道内通过灌浆孔14。

9. 发明专利

JP2013194389A Inter-tunnel seal structure 有权
标题翻译：隧道内密封结构
公开(公告)号：JP2013194389A
公开(公告)日：2013-09-30
申请号：JP2012060715
申请日：2012-03-16
申请人： Taisei Corp , 大成建設株式会社
发明人： MORITA TAIJI , TAKAKURA KATSUHIKO , IGASAKI KEI
IPC分类号： E21D13/00
摘要： PROBLEM TO BE SOLVED: To provide an inter-tunnel seal structure for producing sufficient cut-off performance while avoiding an elastic strip member from being removed from a preceding tunnel.SOLUTION: An inter-tunnel seal structure S which is provided between a preceding tunnel 10b and a following tunnel 10a constructed adjacent thereto includes an elastic seal member 30 provided on the surface of the following tunnel 10a along a tunnel longitudinal direction, and an elastic strip member 50 provided on the surface of the preceding tunnel 10b at a position opposite to the elastic seal member 30. The elastic strip member 50 includes a soft elastic part 51 arranged in the intermediate in the cross direction and formed of a material softer than that for the elastic seal member 30, and hard elastic parts 55 arranged at both ends in the cross direction and each formed of a material harder than that for the soft elastic part 51. The hard elastic part 55 is pressed against the preceding tunnel 10b to be fixed thereto, and the elastic seal member 30 is protruded to the side of the preceding tunnel 10b so that its front end abuts on the soft elastic part 51.
摘要翻译：要解决的问题：提供一种用于产生足够的切断性能的隧道间密封结构，同时避免弹性条构件从先前的隧道中移除。解决方案：一种隧道间密封结构S，其设置在之前的隧道 10b和邻近构造的后续通道10a包括沿着隧道纵向方向设置在随后的隧道10a的表面上的弹性密封构件30，以及设置在先前通道10b的表面上的弹性条构件50，弹性带状部件50包括：在弹性密封部件30的中间部配置的软弹性部51，该软弹性部51由比弹性密封部件30柔软的材料形成，每个由比软弹性部分51硬的材料形成。硬弹性部分55被压靠在先前的隧道 10b固定在弹性密封构件30上，弹性密封构件30突出到前一通道10b的侧面，使其前端邻接在软弹性部51上。

10. 发明专利

JP2013194388A Inter-tunnel seal structure 有权
标题翻译：隧道内密封结构
公开(公告)号：JP2013194388A
公开(公告)日：2013-09-30
申请号：JP2012060710
申请日：2012-03-16
申请人： Taisei Corp , 大成建設株式会社 , Mutsubishi Rubber Co Ltd , 六菱ゴム株式会社
发明人： IGASAKI KEI , MORITA TAIJI , TAKAKURA KATSUHIKO , SEKIYA MASAYUKI
IPC分类号： E21D13/00 , E21D9/06 , E21D11/38
摘要： PROBLEM TO BE SOLVED: To provide an inter-tunnel seal structure capable of preventing an elastic strip member from being removed from a preceding tunnel.SOLUTION: An inter-tunnel seal structure S which is provided between a preceding tunnel 10b and a following tunnel 10a constructed adjacent thereto includes an elastic seal member 30 provided on the surface of the following tunnel 10a along a tunnel longitudinal direction, and an elastic strip member 50 provided on the surface of the preceding tunnel 10b at a position opposite to the elastic seal member 30. The elastic strip member 50 is fixed to the preceding tunnel 10b in the state of being pressed against the preceding tunnel 10b by a pressing plate part 66, and a protruded strip 70 protruded to the side of the elastic strip member 50 is provided on the surface of the preceding tunnel 10b where the elastic strip member 50 is installed, extending in the tunnel longitudinal direction. In the reverse of the elastic strip member 50, a recessed groove 55 is formed in which the protruded stip 70 is stored.
摘要翻译：要解决的问题：提供一种隧道内密封结构，其能够防止弹性条构件从先前的隧道中移除。解决方案：一种隧道间密封结构S，其设置在之前的隧道10b和后续隧道10a之间沿着隧道纵向方向设置在随后的隧道10a的表面上的弹性密封构件30以及与弹性密封构件30相对的位置设置在前一隧道10b的表面上的弹性条构件50。弹性条构件50通过压板部66被压靠在先前的隧道10b的状态下固定到前一隧道10b，并且在弹性条构件50侧突出的突出条70设置在表面其中弹性条构件50安装在隧道纵向方向上延伸。在弹性条构件50的背面，形成凹槽55，其中突出的盖70被存储在凹槽55中。

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