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1. 发明专利

JP2011247002A Tunnelling machine used for cast-in-place lining method 有权
标题翻译：隧道掘进机用于地板内衬方法
公开(公告)号：JP2011247002A
公开(公告)日：2011-12-08
申请号：JP2010122106
申请日：2010-05-27
申请人： Kajima Corp , 鹿島建設株式会社
发明人： KOBAYASHI TAKASHI , SHINODA HIDETOSHI , FUJITA KOICHI , MIYAKE YOSHITAKA , NAGAMORI KUNIHIRO , SAKANE HIDEYUKI , NUMAKUNAI KATSUMI , ABE TAKASHI
IPC分类号： E21D9/06 , E21D11/10
摘要： PROBLEM TO BE SOLVED: To provide a tunnelling machine used for a cast-in-place lining method capable of ensuring soundness of lining concrete and preventing negative influence thereof on peripheral ground by restraining the fluctuation of placing pressure caused by change in concrete supply and tunnelling speed in a lining concrete placing.SOLUTION: A plurality of end frame jacks 11 each of which has a short jack 23 for pressure control and a long jack 21 for end frame movement connected in series are installed in parallel with each other inside a cylindrical skin plate of a shield tunneling machine. An annular end frame is connected with the long jack 21 and movable with expansion/shrinkage of the long jack 21. The short jack 23 is divided into an adjustment part 41 for adjusting the travel of the end frame jack 11 and a control part 39 for controlling the pressure of the end frame jack 11, and two pistons 43 and 45 provided on a rod 47 are arranged in the control part 39 and the adjustment part 41, respectively.
摘要翻译：要解决的问题：提供一种用于现场衬里方法的隧道掘进机，其能够通过限制由混凝土变化引起的施加压力的波动来确保衬里混凝土的良好性并防止其对周围地面的负面影响供应和隧道速度在衬里混凝土配置。解决方案：具有用于压力控制的短插座23和串联连接的端框架移动的长插座21的多个端框架插座11彼此平行地安装在屏蔽件的圆柱形外壳内隧道机。环形端框架与长插座21连接，并可与长插座21的膨胀/收缩一起移动。短插座23被分成用于调节端框架插座11的行程的调节部件41和用于控制端框架千斤顶11的压力，设置在杆47上的两个活塞43和45分别设置在控制部分39和调节部分41中。版权所有（C）2012，JPO＆INPIT

2. 发明专利

JP2004251071A Position holding device and position holding method 有权
公开(公告)号：JP2004251071A
公开(公告)日：2004-09-09
申请号：JP2003044802
申请日：2003-02-21
申请人： Kajima Corp , 鹿島建設株式会社
发明人： NAGAMORI KUNIHIRO , MASAKA TAKENORI , KOBAYASHI TAKASHI
IPC分类号： E21D11/40
摘要： PROBLEM TO BE SOLVED: To provide a position holding device capable of accurately and rapidly holding a segment in the middle of assembly into a normal position.
SOLUTION: This position holding device 100 is composed of a support arm 101, a support arm sliding part 102 and a support arm mounting part 103. The position holding device 100 slides the support arm 101 along the inner surface of the segment, and engages a cutout 104 of the support arm 101 with a support piece 213 mounted to the inner surface of a new segment piece 212. The cutout 104 or the support piece 213 is provided with a taper. The position holding device 100 positions the new segment piece 212 and adjusts the support amount by suitably changing the sliding amount of the support arm 101. The support arm mounting part 103 is installed at an existing segment, a shield machine, or the like, and reaction is acquired from the existing segment, shield machine, or the like when supporting the new segment piece 212.
COPYRIGHT: (C)2004,JPO&NCIPI

3. 发明专利

JP2004251069A Complete circle holding device 有权
公开(公告)号：JP2004251069A
公开(公告)日：2004-09-09
申请号：JP2003044790
申请日：2003-02-21
申请人： Kajima Corp , 鹿島建設株式会社
发明人： NAGAMORI KUNIHIRO , KOBAYASHI TAKASHI , MASAKA TAKENORI
IPC分类号： E21D11/40 , E21D11/08
摘要： PROBLEM TO BE SOLVED: To provide a complete circle holding device capable of holding the complete circle of segments more accurately.
SOLUTION: This complete circle holding device 100 is composed of a segment support frame (front) 101, a circumferential expansion part (front) 102, a segment support frame (rear) 103, a circumferential expansion part (rear) 104, an excavating direction expansion part 105, a connection part 106 and a segment internal pressure part 107. The segment support frame (front) 101 and the segment support frame (rear) 103 are annular frames having the same curvature as a segment internal void surface. When the segments are assembled to form a ring of segments, the circumferential expansion part 102 expands in the ring position, and the segment support frame 101 is formed into a complete circle to come in close contact with the segment internal void surface. The complete circle holding device 100 holds the complete circle of segments by bringing the segment support frame into close contact with the segment internal void surface.
COPYRIGHT: (C)2004,JPO&NCIPI

4. 发明专利

JP2004190325A Method and device for detecting shield machine relative position 有权
公开(公告)号：JP2004190325A
公开(公告)日：2004-07-08
申请号：JP2002359105
申请日：2002-12-11
申请人： Kajima Corp , 鹿島建設株式会社
发明人： SASAKI YUKINOBU , KOBAYASHI TAKASHI , MIZOTA HISASHI , IWATA NORIHIKO , ISHIKAWA ZENICHI , KAMIO MASAHIRO , KATO MAKOTO
IPC分类号： E21D9/06
摘要： PROBLEM TO BE SOLVED: To provide a shield machine relative position measuring method for safely and rapidly measuring the relative positions of shield machines without being influenced by excavated sediment even if covered with the excavated sediment. SOLUTION: In this method for detecting the shield machine relative position, an excavating bit (a cutter bit 31b) is provided at the tip part 31 of a horizontal boring rod 30, and while excavating the ground with the excavating bit (the cutter bit 31b) at the tip, the horizontal boring rod 30 is elongated from one shield machine A toward the other shield machine B to measure the distance between the tip part 31 and the cutter disk 42 of the other shield machine B and to detect the distance between a magnetic sensor 33 and the cutter disk 42 and the position of a cutter disk slit. The horizontal boring rod 30 passes through the detected cutter disk slit, and the tip part 31 is brought close to a bulkhead 40 of the other shield machine B. COPYRIGHT: (C)2004,JPO&NCIPI

5. 发明专利

JP2004036172A Shield machine 有权
公开(公告)号：JP2004036172A
公开(公告)日：2004-02-05
申请号：JP2002193394
申请日：2002-07-02
申请人： Kajima Corp , 鹿島建設株式会社
发明人： NAGAMORI KUNIHIRO , KOBAYASHI TAKASHI , IMAGAWA TSUTOMU , ANAI HIDEKAZU
IPC分类号： E21D9/06
摘要： PROBLEM TO BE SOLVED: To provide a double-acting shield machine transmitting efficiently the rolling force of the outside shell and the sliding shell and preventing the rolling of the sliding shell and the outside shell and enabling stable shield excavation.
SOLUTION: A sliding plate 41 is fixed to the inner periphery of the outside shell 3 of a double-acting simultaneously excavating 1 and a stopper 43 is fixed to the outside periphery of the sliding shell 5. A bearing mechanism 49 reducing the frictional resistance between the sliding face 45 and the shell 5 or the side face 47 and a stopper 43 is installed is installed. When the shell 3 is advanced to excavate a natural ground while rotating an excavating cutter 13, the plate 41 comes into contact with the stopper 43. The rolling power transmitted from the cutter 13 tothe shell 3 is transmitted from the shell 3 to the shell 5. The rolling force transmitted to the shell 5 is transmitted to a segment 27-n (n is an integer), and the rolling of the shell 3 and the shell 5 is prevented.
COPYRIGHT: (C)2004,JPO

6. 发明专利

JP2004036170A Shield machine and hydraulic jack control method for the same 有权
公开(公告)号：JP2004036170A
公开(公告)日：2004-02-05
申请号：JP2002193387
申请日：2002-07-02
申请人： Kajima Corp , 鹿島建設株式会社
发明人： NAGAMORI KUNIHIRO , KOBAYASHI TAKASHI , IMAGAWA TSUTOMU , ANAI HIDEKAZU
IPC分类号： E21D9/06
摘要： PROBLEM TO BE SOLVED: To completely make the contracting speed and contracting stroke of an excavating jack coincide with the elongation speed and the elongation stroke of a shield jack with less consumption energy. SOLUTION: An excavating jack 7 and a shield jack 9 are installed in the inside shell 5 in the inside of the outside shell 3 of a simultaneously excavating shield machine 1. A connection circuit 64 supplies a working medium to a tank 53 through an excavating jack 7-1 and a shield jack 9-1 by a pump 51. A circulation circuit 70-2, 70-3 circulates the working medium between an excavating jack 7-2, 7-3 and a shield jack 9-2, 9-3. When the excavating jack 7-1 and the shield jack 9-1 are extended/contracted by using the connection circuit 64. the excavating jack 7-2, 7-3 and the shield jack 9-2, 9-3 are extended/contracted at the same speed/stroke and the inside shell 5 transfers while the outside shell 3 is suspended. COPYRIGHT: (C)2004,JPO

7. 发明专利

JP2014062377A Tunnel construction method 有权
标题翻译：隧道施工方法
公开(公告)号：JP2014062377A
公开(公告)日：2014-04-10
申请号：JP2012207177
申请日：2012-09-20
申请人： Kajima Corp , 鹿島建設株式会社
发明人： MATSUBARA NORIAKI , KOBAYASHI TAKASHI , KAMEYAMA YOSHIHIDE , HOSHINO TORU , SASAKI TOSHIYUKI , HASHIMOTO MAMI
IPC分类号： E21D9/06 , E21D11/10
摘要： PROBLEM TO BE SOLVED: To provide a tunnel construction method capable of controlling concrete so that it has an appropriate hardening speed depending on an excavation condition and the like of a shield machine.SOLUTION: A pressure difference between a delivery pressure of a pump 11 and a placing pressure of concrete 17 is monitored in order to prevent unsteady disassembling and cleaning of a pipeline 13. Since jamming may be generated in the pipeline 13 when the pressure difference exceeds a predetermined value, blending of the concrete 17 is adjusted for suppressing further adhesion of the concrete 17. Specifically, the hardening time of the concrete 17 is adjusted. For adjusting the hardening time of the concrete 17, the additive volume of a concrete hardening retarding agent to be blended with the concrete 17 is adjusted. For example, when the pressure difference exceeds the predetermined value, the additive volume of the concrete hardening retarding agent is increased to suppress hardening of the concrete 17 in the pipeline.
摘要翻译：要解决的问题：提供一种能够控制混凝土的隧道施工方法，使得其具有取决于盾构机的挖掘条件等的适当的硬化速度。解决方案：泵11的输送压力和监测混凝土17的放置压力，以防止管道13的不稳定的拆卸和清洁。当压力差超过预定值时，可能在管道13中产生堵塞，调节混凝土17的混合以抑制进一步的附着具体地说，调整混凝土17的硬化时间。为了调整混凝土17的硬化时间，调整与混凝土17混合的混凝土硬化阻滞剂的添加体积。例如，当压力差超过预定值时，增加混凝土硬化阻滞剂的添加体积，以抑制管道中的混凝土17的硬化。

8. 发明专利

JP2013217147A Method and apparatus for evaluating relative behavior between fresh concrete and soil 有权
标题翻译：用于评估新鲜混凝土和土壤之间的相对行为的方法和装置
公开(公告)号：JP2013217147A
公开(公告)日：2013-10-24
申请号：JP2012090441
申请日：2012-04-11
申请人： Kajima Corp , 鹿島建設株式会社
发明人： WATANABE KENZO , MUKAIHARA KEN , NUKUSHINA TATSUYA , YOSHIZAKO KAZUO , ONO TOSHIO , IKEMATSU KENJI , HAGIWARA TOMOHISA , MATSUBARA KOMEI , KOBAYASHI TAKASHI , NAGAMORI KUNIHIRO , SAKANE HIDEYUKI
IPC分类号： E21D11/10
摘要： PROBLEM TO BE SOLVED: To provide a method and apparatus for evaluating relative behavior between fresh concrete and soil which can grasp relative behavior between fresh concrete and soil with a simple apparatus.SOLUTION: A relative behavior evaluation apparatus is provided with a soil-filled pipe 1 filled with soil. One end side of the soil-filled pipe 1 and one end side of a concrete-enclosed pipe 2 filled with fresh concrete F are connected to each other. The other end side of the concrete-enclosed pipe 2 is provided with a pressure device 3. The fresh concrete F in the concrete-enclosed pipe 2 is pressurized by the pressure device 3 to evaluate relative behavior between the fresh concrete F and the soil.
摘要翻译：要解决的问题：提供用于评估新鲜混凝土和土壤之间的相对行为的方法和装置，其可以用简单的装置来掌握新鲜混凝土和土壤之间的相对行为。解决方案：相对行为评估装置设置有填土管 1充满土壤。填土管1的一端侧和充满新鲜混凝土F的混凝土封闭管2的一端侧相互连接。混凝土封闭管2的另一端设有压力装置3.混凝土封闭管2中的新混凝土F由加压装置3加压，以评估新鲜混凝土F与土壤之间的相对行为。

9. 发明专利

JP2011247003A Concrete management method and concrete management device 有权
标题翻译：混凝土管理方法和混凝土管理装置
公开(公告)号：JP2011247003A
公开(公告)日：2011-12-08
申请号：JP2010122109
申请日：2010-05-27
申请人： Kajima Corp , 鹿島建設株式会社
发明人： KOBAYASHI TAKASHI , SHINODA HIDETOSHI , FUJITA KOICHI , MATSUBARA NORIAKI , MIYAKE YOSHITAKA , NAGAMORI KUNIHIRO , SAKANE HIDEYUKI , NUMAKUNAI KATSUMI
IPC分类号： E21D11/10
摘要： PROBLEM TO BE SOLVED: To provide a concrete management method, etc. capable of surely keeping track of properties of concrete at each site from the manufacture to use of the concrete and keeping track of a feature of the placed concrete.SOLUTION: A control part of a concrete management terminal 25, which has gained a concrete information, obtains concrete usable hours depending on a concrete type from a database stored in a storage part. In addition, the control part calculates a concrete usable time per lot from a concrete manufacturing time and its usable hours to store the concrete usable time in the storage part. The control part obtains a concrete conveyance amount (preset amount) through a concrete pump from the storage part to store an amount and information of the concrete conveyed in the storage part. The concrete management terminal 25 calculates a remaining amount of concrete at each site to display various information on a display device.
摘要翻译：要解决的问题：提供一种具体的管理方法等，其能够确保跟踪每个场地的混凝土的性质，从制造到使用混凝土并跟踪放置的混凝土的特征。解决方案：获得具体信息的混凝土管理终端25的控制部分根据具体类型从存储在存储部件中的数据库获得具体的可用时间。此外，控制部从混凝土制造时间计算出每批的混凝土可利用时间，以及将具体可使用时间存储在存储部中的可用时间。控制部通过混凝土泵从储藏部获得混凝土输送量（预先设定的量），以存储在存储部中输送的混凝土的量和信息。混凝土管理终端25计算各站点的剩余混凝土量，以在显示装置上显示各种信息。版权所有（C）2012，JPO＆INPIT

10. 发明专利

JP2011246977A Starting method of tunnel boring machine and starting mechanism of tunnel boring machine 有权
标题翻译：隧道掘进机起动方法及隧道掘进机起动机理
公开(公告)号：JP2011246977A
公开(公告)日：2011-12-08
申请号：JP2010121429
申请日：2010-05-27
申请人： Kajima Corp , 鹿島建設株式会社
发明人： ABE TAKASHI , SHINODA HIDETOSHI , TADA YUKIO , HIDAKA SACHIE , SAKANE HIDEYUKI , NUMAKUNAI KATSUMI , KOBAYASHI TAKASHI , FUJITA KOICHI
IPC分类号： E21D9/06 , E21D11/10
摘要： PROBLEM TO BE SOLVED: To provide a starting method of tunnel boring machine and a starting mechanism of tunnel boring machine capable of taking a reaction force for excavation in constructing a tunnel by a cast-in-place concrete method without using the NATM construction method.SOLUTION: A tunnel boring machine 5 is started by transmitting a thrust to a bored tunnel 1 via a reaction truss 3 and a temporarily assembled ring 7 installed behind the tunnel boring machine 5, and a temporarily assembled adjustment ring 9 having a thrust release mechanism is assembled in front of the temporarily assembled ring 7 while an inner form 11 is assembled in front of the temporarily assembled adjustment ring 9. Besides, an end plate 31 is installed at a position of tunnel mouth and an additional rib 25 is fixed to an outer peripheral surface 49 of the temporarily assembled adjustment ring 9. Next, lining concrete is placed between the inner form 11 and a pit wall 29 using the end plate 31 as an end form. Then, the thrust of the tunnel boring machine 5 acting on the temporarily assembled adjustment ring 9 is released by using the thrust release mechanism and the inner form 11 is removed in a state that the thrust is transmitted from the lining concrete to the temporarily assembled ring 7 through the additional rib 25.
摘要翻译：要解决的问题：提供隧道掘进机的启动方法和隧道掘进机的起动机构，其能够在不使用NATM的情况下通过现场具体的方法在施工隧道时采取挖掘的反作用力施工方法。解决方案：隧道掘进机5通过反应桁架3和安装在隧道镗床5后面的临时装配的环7传递到钻孔1的启动，以及临时组装的具有推力的调节环9 释放机构组装在临时组装的环7的前面，而内部形式11组装在临时组装的调节环9的前面。此外，端板31安装在隧道口的位置，并且附加肋25固定到临时组装的调节环9的外周表面49.接下来，使用端板31作为端部形式将衬里混凝土放置在内部构件11和凹坑壁29之间。然后，通过使用推力释放机构释放作用在临时组装的调节环9上的隧道掘进机5的推力，并且在推力从衬里混凝土传递到临时组装的环的状态下移除内部形式11 7.通过附加肋条25.版权所有（C）2012，JPO＆INPIT

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