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1. 发明专利

JP2005133339A Construction method of shaft 有权
标题翻译：轴的构造方法
公开(公告)号：JP2005133339A
公开(公告)日：2005-05-26
申请号：JP2003367762
申请日：2003-10-28
申请人： Kajima Corp , Komatsu Im Engineering Kk , コマツアイエムエンジニアリング株式会社 , 鹿島建設株式会社
发明人： MIMURO KEIJI , SASAKI YUKINOBU , OWAKI MASASHI , ISHII YOSHIHARU , KUSHIDA SHINJI , SHIMIZU NOBUAKI
IPC分类号： E21D3/00 , E21D5/08 , E21D9/04
摘要： PROBLEM TO BE SOLVED: To provide a shaft construction method and a shaft economically constructible neither occupying a ground part all the time nor affecting environment around.
SOLUTION: A plurality of steel pipes 17 are jacked toward the ground from start ports provided at segments 23 of a tunnel 3, and a pipe roof 25 is formed in cylindrical shape. Freezing work 29 is then performed to cut off water in spaces of the pipe roof 25, and an excavated sediment throw-in hole 31 is formed in the ground 1 inside the pipe roof 25. While recovering the excavated sediment in the tunnel 3 through the excavated sediment throw-in hole 31, the inside of the pipe roof 25 is excavated, and a cut-off iron plate 33 or the like is installed along the inner periphery of the pipe roof 25. Further, the segments 23 of the tunnel 3 located inside the pipe roof 25 are removed leaving a segment main girder 39, and secondary lining 37 is installed inside the cut-off iron plate 33 to complete the shaft 41.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：提供轴施工方法和经济可施工的轴既不占用地面部分也不影响周围的环境。解决方案：多个钢管17从设置在隧道3的段23处的起始端口朝向地面顶起，并且管屋顶25形成为圆柱形。然后执行冷冻工作29以在管道屋顶25的空间中切断水，并且在管道顶部25内的地面1中形成挖掘的沉积物入口31。在通过隧道3中挖掘的沉积物通过挖出的沉积物投入孔31，挖掘出管顶25的内侧，沿着管顶25的内周设置有切断铁板33等。此外，隧道3的段23 排除在管顶25内部，留下段主梁39，第二衬里37安装在切割铁板33内，以完成轴41.版权所有（C）2005，JPO＆NCIPI

2. 发明专利

JP2013256843A Sediment sampling device and sediment sampling method 有权
标题翻译： SEDIMENT采样器和采样方法
公开(公告)号：JP2013256843A
公开(公告)日：2013-12-26
申请号：JP2012134910
申请日：2012-06-14
申请人： Kajima Corp , 鹿島建設株式会社 , Toa Tone Boring:Kk , 株式会社東亜利根ボーリング , Asahi Boring Corp , 旭ボーリング株式会社
发明人： TAKIMOTO KUNIHIKO , OSHIMA HIROSHI , KUSHIDA SHINJI , YOSHIZAKO KAZUO , KAWABATA JUNICHI , NAGATSU KOUTAROU , KAMIO MASAHIRO , IWAKUBO MASATO , IUCHI KATSUNORI , NAKAZAWA KOSUKE , KIKUCHI NORIAKI
IPC分类号： E21D9/06 , G01N1/08
摘要： PROBLEM TO BE SOLVED: To grasp the properties of the natural ground in front of a shield machine.SOLUTION: First and second through-holes 14, 15 are formed in a cutter face plate 4 and a shield partition wall 5 of a shield machine 1, respectively. A sediment sampling device 20 includes a mouth device 30, a horizontal boring device 50 for making a boring pipe 40 rotate and advance, an air swivel 60, and a sediment recovery system 70. The boring pipe 40 is a double-pipe and has a first flow path (a space between an outer pipe and an inner pipe) and a second flow path (a space in the inner pipe). The boring pipe 40 is inserted through the mouth device 30 and the first and second through-holes 14, 15 and the tip part of the boring pipe 40 is made to protrude from the cutter face plate 4 into the natural ground in front of it, while the rotation of the cutter face plate 4 is stopped. In this state, a liquid is supplied into the first flow path and the liquid is discharged from the tip part of the boring pipe 40. Thereby, excavated sediment in the vicinity of the tip part of the boring pipe 40 is allowed to flow to the second flow path and is recovered by a sediment recovery system 70.
摘要翻译：要解决的问题：掌握屏蔽机前面的自然地面的性质。解决方案：第一和第二通孔14,15形成在屏蔽机1的切割面板4和屏蔽分隔壁5中，分别。沉淀物取样装置20包括口装置30，用于使镗管40旋转并前进的水平镗孔装置50，空气回转件60和沉淀物回收系统70.镗管40是双管，并且具有第一流路（外管和内管之间的空间）和第二流路（内管的空间）。钻孔40通过口装置30插入，第一和第二通孔14,15和镗管40的顶端部分从刀面板4突出到其前面的自然地面中，同时切割面板4的旋转停止。在这种状态下，向第一流路供给液体，从镗孔40的前端排出液体。由此，允许在镗孔40的顶端部附近的挖掘的沉积物流向第二流路并由沉淀物回收系统70回收。

3. 发明专利

JP2012052376A Segment shape retention device for shield tunnel 有权
标题翻译：用于屏蔽隧道的分段形状保持装置
公开(公告)号：JP2012052376A
公开(公告)日：2012-03-15
申请号：JP2010196890
申请日：2010-09-02
申请人： Kajima Corp , 鹿島建設株式会社
发明人： KUSHIDA SHINJI , YOSHIDA HIDENOBU , YUGE TAKESHI , SATO TAKUYA , ABE TAKASHI
IPC分类号： E21D11/40
摘要： PROBLEM TO BE SOLVED: To provide a segment shape retention device for a shield tunnel, which can retain a segment shape in a wide range and which enables stable forward movement of a shape retention jack.SOLUTION: A segment shape retention device 3 is provided between a shield machine 1 and a floor slab 2. The segment shape retention device 3 includes preceding and following shape retention jack groups 6 and 7. When preceding shape retention jacks 61 to 65 of the preceding shape retention jack group 6 are expanded for retention of a segment shape in the forward movement of the shield machine 1, following shape retention jacks 71 to 75 of the following shape retention jack group 7 are contracted to release the retention of the segment shape, and the following shape retention jack group 7 moves forward.
摘要翻译：要解决的问题：提供一种用于屏蔽通道的段形保持装置，其能够在宽范围内保持段形状，并且能够保持形状保持千斤顶的稳定向前运动。解决方案：在屏蔽机1和落地板2之间设置有段形保持装置3.片状保持装置3包括前后形状保持插孔组6和7.当前面的形状保持插孔61至65 在形状保持千斤顶组6的形状保持千斤顶71〜75的收缩之后，使前述的形状保持千斤顶组6扩大，从而在屏蔽机1的向前运动中保持段状，形状，并且以下形状保持千斤顶组7向前移动。版权所有（C）2012，JPO＆INPIT

4. 发明专利

JP2014055509A Construction method for shield tunnel 有权
标题翻译：盾构隧道施工方法
公开(公告)号：JP2014055509A
公开(公告)日：2014-03-27
申请号：JP2013263456
申请日：2013-12-20
申请人： Kajima Corp , 鹿島建設株式会社
发明人： KUSHIDA SHINJI , YOSHIDA HIDENOBU , YUGE TAKESHI , SATO TAKUYA
IPC分类号： E21D9/06
摘要： PROBLEM TO BE SOLVED: To streamline installation of a segment and discharge of excavated soil in constructing a shield tunnel.SOLUTION: A shield machine 1 excavates earth at a tip section and assembles segments at a rear section. A portal trestle 10 posterior to the shield machine 1 is mounted with cranes 11 and 12. The portal trestle 10 also has storage 13 under the same. Soil excavated by the shield machine 1 is conveyed by a belt conveyor 14 to a hopper 15 at a rear section of the portal trestle 10. The segments are carried in by dump trucks 20, which are tire type transportation vehicles traveling inside a portion of a tunnel already constructed, and unloaded on the storage 13 by the crane 11. Then, the excavated soil is loaded on the dump trucks 20 through the hopper 15 and carried out of the tunnel.
摘要翻译：要解决的问题：在构建盾构隧道时，简化安装段和排放挖掘土。解决方案：盾构机1在尖端部分挖掘土，并在后部组装段。护盾机1后面的门架10安装有起重机11和12.门架10还具有在其下的存储器13。由盾构机1挖出的土壤由带式输送机14输送到门架10的后部的料斗15中。这些段由倾卸车20运载，该自卸车20是在隧道，并由起重机11卸载在储藏室13上。然后，挖掘的土壤通过料斗15装载在自卸车20上，并从隧道内运出。

5. 发明专利

JP2012046877A Construction apparatus and construction method of tunnel 有权
标题翻译：隧道施工装置及施工方法
公开(公告)号：JP2012046877A
公开(公告)日：2012-03-08
申请号：JP2010187080
申请日：2010-08-24
申请人： Kajima Corp , 鹿島建設株式会社
发明人： KUSHIDA SHINJI , YOSHIDA HIDENOBU , YUGE TAKESHI , SATO TAKUYA
IPC分类号： E21D11/40
摘要： PROBLEM TO BE SOLVED: To construct a structure of a floor slab or the like right behind a working face.SOLUTION: A construction apparatus 1 of a tunnel includes a shield machine 2, portal first and second subsequent carriages 4 and 6, and first and second cranes 7 and 8. The first and second subsequent carriages 4 and 6 travel on a floor slab 15 constructed by using the first crane 7. The floor slab 15 is divided into three in a tunnel width direction by a precast member. The second crane 8 unloads the load of a truck 9 for material transportation onto the floor slab 15 inside the first subsequent carriage 4, and the first crane 7 assembles the precast member unloaded on the floor slab 15 inside the first subsequent carriage 4 right behind the shield machine 2 and constructs the floor slab 15. When the electric hoist of the first crane 7 is between the first subsequent carriage 4 and the shield machine 2, a transverse rail for tunnel width direction movement of the electric hoist can be overhung outwards in the tunnel width direction from the inner side face of the first subsequent carriage 4.
摘要翻译：要解决的问题：在工作面的正后方构造楼板等的结构。解决方案：隧道的施工设备1包括屏蔽机2，入口第一和第二后续托架4和6以及第一和第二起重机7和8.第一和第二后续托架4和6在地板上行进通过使用第一起重机7构造的板坯15.通过预制构件将楼板15在隧道宽度方向上分为三个。第二起重机8卸载卡车9的载荷以进行材料运输到第一后续托架4内的地板15上，第一起重机7将卸载在第一后续托架4内的地板15上的预制构件屏蔽机2构成地板坯15.当第一起重机7的电动葫芦位于第一后续托架4和屏蔽机2之间时，电动葫芦的隧道宽度方向移动的横向轨道可以向外突出隧道宽度方向从第一后续托架4的内侧面。版权所有：（C）2012，JPO＆INPIT

6. 发明专利

JP2006002409A Segment transshipment conveyance device of shield tunnel and conveying method 有权
标题翻译：盾构隧道分段输送装置及输送方法
公开(公告)号：JP2006002409A
公开(公告)日：2006-01-05
申请号：JP2004178870
申请日：2004-06-16
申请人： Kajima Corp , 鹿島建設株式会社
发明人： KUSHIDA SHINJI , OWAKI MASASHI , ISHII YOSHIHARU , NISHIHATA SHINJI
IPC分类号： E21D11/40
摘要： PROBLEM TO BE SOLVED: To provide a segment transshipment conveyance device capable of conveying many segments at a time by using a simple device and shortening a conveying time of the segments.
SOLUTION: The segment conveyance device 2 conveying four segment mounting trucks 11 to 14 on which the segments are respectively mounted up to a position wherein a hoist 3 is provided in a shield boring machine 1 is provided inside of a shield tunnel T. A setter 6 is provided to a position on the way to a conveyance path of the segment conveyance device 2 inside of the shield tunnel T. The segment conveyance device 2 is once returned to the setter's position after the segments mounted on the first and second segment mounting trucks 11 and 12 are previously unloaded by the hoist 3. The segments S1 to S6 mounted on the third and fourth segment mounting trucks 13 and 14 are transshipped on the first and second segment mounting trucks 11 and 12 by the setter 6 to convey them to the position of the hoist 3, and they are unloaded by the hoist 3.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供能够通过使用简单的装置一次传送许多部分并缩短片段的传送时间的片段转运输送装置。
解决方案：在屏蔽通道T的内侧，设置有传送四段安装卡车11〜14的分段输送装置2，其中分段安装在其中提升机3设置在屏蔽钻孔机1中的位置。安装器6设置在通向屏蔽通道T内部的分段传送装置2的传送路径的位置上的位置。片段传送装置2在安装在第一和第二片段上的片段之后一次返回到安装者的位置安装卡车11和12预先由起重机3卸载。安装在第三和第四段安装卡车13和14上的段S1至S6由安装器6在第一和第二段安装卡车11和12上转运以传送起重机3的位置，由起重机3卸载。版权所有（C）2006，JPO＆NCIPI

7. 发明专利

JP2004052414A Shield machine and slurry control method in shield machine 审中-公开
公开(公告)号：JP2004052414A
公开(公告)日：2004-02-19
申请号：JP2002212816
申请日：2002-07-22
申请人： Kajima Corp , 鹿島建設株式会社
发明人： SASAKI YUKINOBU , KOBAYASHI TAKASHI , MANABE SATOSHI , SANO IKI , ISHII YOSHIHARU , NISHIHATA SHINJI , KUSHIDA SHINJI
IPC分类号： E21D9/13 , E21D9/06
摘要： PROBLEM TO BE SOLVED: To provide a shield machine and a slurry control method, by which a facing is stabilized excellently. SOLUTION: The viscosity of slurry in a chamber 5 for the shield machine 1 is measured, and a thickener is injected directly into the chamber 5 on the basis of the result of the measurement. Accordingly, the viscosity of slurry in the chamber can be adjusted rapidly as required, and the viscosity of slurry can be brought to a desired state. Consequently, the facing is stabilized by keeping slurry under an excellent state. COPYRIGHT: (C)2004,JPO

8. 发明专利

JP2012052289A Construction method for shield tunnel 有权
标题翻译：盾构隧道施工方法
公开(公告)号：JP2012052289A
公开(公告)日：2012-03-15
申请号：JP2010193174
申请日：2010-08-31
申请人： Kajima Corp , 鹿島建設株式会社
发明人： KUSHIDA SHINJI , YOSHIDA HIDENOBU , YUGE TAKESHI , SATO TAKUYA
IPC分类号： E21D9/12 , E21D11/40 , E21F13/02
摘要： PROBLEM TO BE SOLVED: To improve efficiency in carrying in segments and carrying out excavated soil when a shield tunnel is constructed.SOLUTION: A shield machine 1 excavates the underground at a tip and assembles segments at a rear part. A portal frame 10 at the back of the shield machine 1 is provided with cranes 11 and 12. The lower part in the portal frame 10 serves as a depot 13. Soil excavated by the shield machine 1 is conveyed to a hopper 15 at the back of the portal frame 10 by a belt conveyor 14. Here, segments are carried in by a dump truck 20, a tire-type carrier vehicle that travels in an already constructed tunnel gallery, and the segments are unloaded from the dump truck 20 to the depot 13 by the crane 11. Subsequently, the excavated soil is loaded from the hopper 15 to the dump truck 20 from which the segments has been unloaded and the excavated soil is carried out by the dump truck 20.
摘要翻译：要解决的问题：在建造盾构隧道时，提高承载段和开挖土壤的效率。解决方案：盾构机1在尖端处挖掘地下，并在后部组装段。在屏蔽机1背面的门架10设置有起重机11和12.门架10中的下部部分用作仓库13.由屏蔽机1挖出的土壤被输送到后面的料斗15 通过带式输送机14进入门架10.这里，分段由自卸车20携带，轮式车辆在已经建成的隧道廊中行进，并且这些段从自卸车20卸载到随后，挖掘的土壤从料斗15装载到卸载车20，卸料车20已经从该卸料车20卸载，挖掘的土壤由自卸车20进行。版权所有（C））2012，JPO＆INPIT

9. 发明专利

JP2009263928A Cutoff equipment and cutting process for underground obstacle 有权
标题翻译： CUTOFF设备和切割过程的地下障碍物
公开(公告)号：JP2009263928A
公开(公告)日：2009-11-12
申请号：JP2008112875
申请日：2008-04-23
申请人： Kajima Corp , 鹿島建設株式会社
发明人： TAKAHASHI KIMIKUNI , MORIGUCHI TOSHIMI , KUSHIDA SHINJI , MIYAKE YOSHITAKA , KATO MAKOTO , SATO TATSURO , YAMAMOTO SHIGEHIRO
IPC分类号： E21D9/08 , E21C37/06
摘要： PROBLEM TO BE SOLVED: To provide a cutoff equipment for an underground obstacle having an injection nozzle provided on a cutter head to jet high pressure water for cutting the obstacle while ensuring a space for installing a member such as a cutter bit sufficiently and to provide a cutting process by use of this cutoff equipment. SOLUTION: In this cutoff equipment, a cutter bit mounting part 13 is provided on a cutter spoke 11 in the cutter head 10 of a shield machine 1, and the cutter bit 12 is attached to the cutter bit mounting part 13. If the cutter bit 12 is worn or damaged, it can be replaced with the other cutter bit 12. Instead of the cutter bit 12, an injection device 5 for cutting the underground obstacle can be attached to the cutter bit mounting part 13. COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：为了提供一种用于地下障碍物的切断装置，其具有设置在切割头上的喷射喷嘴以喷射高压水以切割障碍物，同时确保用于将诸如切割刀的部件充分安装的空间，以及通过使用这种切断设备来提供切割过程。
解决方案：在该切断装置中，刀片安装部13设置在屏蔽机1的刀头10上的刀具轮辐11上，刀头12安装在刀头安装部13上。如果切割刀头12被磨损或损坏，可以用另一个切削刀头12代替。代替切割刀头12，用于切割地下障碍物的注射装置5可以附接到刀具安装部分13。版权所有（C）2010，JPO＆INPIT

10. 发明专利

JP2006028799A Segment delivery device and its delivery method 有权
标题翻译：分段交付设备及其交付方式
公开(公告)号：JP2006028799A
公开(公告)日：2006-02-02
申请号：JP2004206272
申请日：2004-07-13
申请人： Kajima Corp , 鹿島建設株式会社
发明人： KUSHIDA SHINJI , OWAKI MASASHI , ISHII YOSHIHARU , NISHIHATA SHINJI
IPC分类号： E21D11/40
摘要： PROBLEM TO BE SOLVED: To provide a segment delivery device and its delivery method capable of easily handling segment with a different size when the segment is delivered to the inside of a shield tunnel or when it is delivered to a cutting face.
SOLUTION: A stock rack 5 wherein the segment is stocked is provided to the inside of the shield tunnel. The segment is delivered to the cutting face side from a shaft side by segment mounting trucks 21 and 22 from the stock rack 5. The segment to be stocked and delivered is classified into a usual segment and a small width segment narrower than the width of the usual segment. The usual segment is directly mounted on the stock rack 5 to stock, and it is mounted on the segment mounting trucks 21 and 22. The small width segment is mounted on the stock rack 5 to stock in a state to mount it on a small pallet 30, and it is mounted on the segment mounting trucks 21 and 22.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供一种片段传送装置及其传送方法，当片段被传送到屏蔽隧道的内部或当被传送到切割面时，能够容易地处理具有不同尺寸的片段。
解决方案：其中存储段的存放架5被提供到屏蔽隧道的内部。该片段从轴一侧从库存架5将卡车21和22分段地装载到切割面侧。待存放和传送的片段被分为通常的片段和比宽度宽的小的宽度片段通常细分。通常的部分直接安装在库存架5上，以便库存，并安装在分段安装卡车21和22上。小宽度段安装在库存架5上，以便将其安装在小托盘上 30，它安装在分段安装卡车21和22上。版权所有（C）2006，JPO＆NCIPI

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