专利快速检索-快速检索全球专利，免费商用专利数据库-IPRDB

1. 发明专利

JP2008082045A Tunnel lining concrete placing method and tunnel lining concrete placing structure 有权
标题翻译：隧道衬砌混凝土浇筑方法和隧道衬砌混凝土浇筑结构
公开(公告)号：JP2008082045A
公开(公告)日：2008-04-10
申请号：JP2006264086
申请日：2006-09-28
申请人： Gifu Kogyo Co Ltd , Okumura Corp , 岐阜工業株式会社 , 株式会社奥村組
发明人： TSUKAMOTO KOJI , TAKECHI YOSHIO , OKADA AKIRA , WASHIMI NAOMI
IPC分类号： E21D11/10
摘要： PROBLEM TO BE SOLVED: To provide a tunnel lining concrete placing method capable of smoothly moving a bar vibrator and a vibrator cable to an end mold flask side by holding the linearity of the vibrator cable when concrete poured into a lining space is compacted. SOLUTION: Fixing guide pieces 18 each formed of a first plate member 17a and a first plate member 17b having a loosely fitting and fixing function for the vibrator cable 21 are projectedly arranged on the outer peripheral surface of a mold flask 10 for tunnel lining linearly at intervals in the axial direction X of a tunnel 12. Before the concrete 11a is poured into the lining space 23, the vibrator cable 19 is arranged linearly in the axial direction X of the tunnel 12 while holding at the intermediate portion of the lining space 23 in the thickness direction Y and temporarily fixed by the fixing guide pieces 18. After the concrete 11a is poured into the lining space, the vibrator cable 19 is changed over in a loose-fitted state, and towed to the end mold flask 16 side while vibrating the bar vibrator 20. COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供一种隧道衬砌混凝土浇筑方法，其能够通过在将混凝土浇注到衬砌空间中时保持振动电缆的线性而将棒振动器和振动器电缆平滑地移动到端模具烧瓶侧。解决方案：每个由第一板构件17a和具有用于振动器电缆21的松配合和固定功能的第一板构件17b形成的固定导向件18突出地布置在用于隧道的模具砂箱10的外周面上在隧道12的轴向方向X上以间隔线性地衬里。在将混凝土11a注入衬里空间23之前，振动器电缆19沿着隧道12的轴向X线性地布置，同时保持在隧道12的中间部分衬垫空间23在厚度方向Y上并由固定引导件18临时固定。在将混凝土11a注入到衬里空间中之后，振动器电缆19以松配合状态转换，并被拖到端模具 16侧振动条振动器20。版权所有（C）2008，JPO＆INPIT

2. 发明专利

JP2007016481A Concrete piece taking-out device in tunnel, and concrete piece taking-out method in tunnel 有权
标题翻译：隧道中的混凝土输送装置和隧道中的混凝土开采方法
公开(公告)号：JP2007016481A
公开(公告)日：2007-01-25
申请号：JP2005198989
申请日：2005-07-07
申请人： Gifu Kogyo Co Ltd , Okumura Corp , 岐阜工業株式会社 , 株式会社奥村組
发明人： TAKECHI YOSHIO , INOUE SHOJI , NISHIYAMA SHINJI , KITAGAWA TSUTOMU , WASHIMI DAISUKE , WASHIMI MASAAKI
IPC分类号： E21F13/02 , E21D11/00
摘要： PROBLEM TO BE SOLVED: To facilitates taking-out of concrete pieces generated by dividing ceiling slab concrete.
SOLUTION: There is provided a concrete piece taking-out method according to which a working area protective frame 8 having a ceiling wall 14 and both side walls so as to enclose a traveling lane 6 in a tunnel 1, is set in the tunnel 1 at a location under the ceiling slab concrete that is arranged inside lining concrete 2 formed on an inner peripheral surface of the tunnel 1 in a tunnel 1 longitudinal direction X, and at an upper portion in the tunnel 1. Then a taking-out area protective frame 9 having a ceiling wall 27 and both side walls so as to enclose the traveling lane 6 in the tunnel 1, is set in the tunnel 1 in a manner aligning with the working area protective frame 8 along the tunnel 1 longitudinal direction X. After mounting the concrete pieces which are generated by dividing the ceiling slab concrete, on bearers 18, 19 located at mounting preparation locations on the ceiling wall 14 of the working area protective frame 8, the concrete pieces are taken out from the bearers 18, 19 located at the mounting preparation locations, by a crane 29 set on the ceiling wall 27 of the taking-out area protective frame 9, to a taking-out chamber 28 arranged outside one of the side walls of the taking-out area protective frame 9 and inside the tunnel 1.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：为了便于取出由天花板混凝土分割而产生的混凝土件。解决方案：提供了一种混凝土片取出方法，其中将具有顶壁14和两个侧壁的工作区保护框架8设置在隧道1中的行进通道6上在隧道1的纵向方向X上形成在隧道1的内周面上的内衬混凝土2内的位于天花板混凝土下的位置的隧道1和隧道1的上部。然后，取出具有顶壁27和两个侧壁以围绕隧道1中的行进通道6的区域保护框架9以沿隧道1纵向方向X的工作区域保护框架8对准的方式设置在隧道1中在安装通过将天花板混凝土分割而产生的混凝土件安装在位于工作区域保护框架8的顶壁14上的安装准备位置的承载件18,19上时，将混凝土件从承载件 18,29位于安装准备位置处，由设置在取出区域保护框架9的顶壁27上的起重机29连接到布置在取出区域的一个侧壁外侧的取出室28 保护框架9和隧道1内。版权所有（C）2007，JPO＆INPIT

3. 发明专利

JP2008057211A Method and structure for placing tunnel lining concrete 有权
标题翻译：配置隧道衬砌混凝土的方法与结构
公开(公告)号：JP2008057211A
公开(公告)日：2008-03-13
申请号：JP2006235199
申请日：2006-08-31
申请人： Gifu Kogyo Co Ltd , Okumura Corp , 岐阜工業株式会社 , 株式会社奥村組
发明人： OKADA AKIRA , TAKECHI YOSHIO , MIZUHARA KENZO , WASHIMI NAOMI
IPC分类号： E21D11/10
摘要： PROBLEM TO BE SOLVED: To provide a tunnel lining concrete placing method which enables lining concrete of a tunnel crest section to be efficiently and effectively compacted by using a simple constitution, without causing the much waste of a material and construction.
SOLUTION: This tunnel lining concrete placing method comprises: a step of infilling and placing concrete into a lining space 23; a step of pulling a vibrator cable 19 while vibrating a rod-like vibrator 20, and of inserting a first hollow pipe 17a into a second hollow pipe 17b larger in outside diameter than the first hollow pipe 17a, until the first hollow pipe 17a is locked to the second hollow pipe 17b from a state in which the vibrator cable 19 is locked to the first hollow pipe 17a with the smallest outside diameter while leaving the rod-like vibrator 20 protruded; and a step of further pulling the vibrator cable 19, and of inserting the second hollow pipe 17b, into which the first hollow pipe 17a is inserted, into a third hollow pipe 17c larger in outside diameter than the second hollow pipe 17b, until the second hollow pipe 17b is locked to the third hollow pipe 17c.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供一种隧道衬砌混凝土浇筑方法，其使得能够通过简单的结构有效且有效地压实隧道顶部的衬砌混凝土，而不会造成材料和结构的浪费。解决方案：该隧道衬砌混凝土浇筑方法包括：将混凝土填充并放入衬砌空间23中的步骤; 在振动棒状振动器20的同时拉动振动器电缆19并将第一中空管17a插入到比第一中空管17a大的外径的第二中空管17b中的步骤，直到第一中空管17a被锁定从振动器电缆19被锁定到外径最小的第一中空管17a的状态而使杆状振动体20突出的状态下，到第二中空管17b; 以及将第一中空管17a插入的第二中空管17b插入第二中空管17c的外径比第二中空管17b大的第三中空管17c的步骤，中空管17b被锁定到第三中空管17c。版权所有（C）2008，JPO＆INPIT

4. 发明专利

JP2008057210A Method and structure for placing tunnel lining concrete 有权
标题翻译：配置隧道衬砌混凝土的方法与结构
公开(公告)号：JP2008057210A
公开(公告)日：2008-03-13
申请号：JP2006235198
申请日：2006-08-31
申请人： Gifu Kogyo Co Ltd , Okumura Corp , 岐阜工業株式会社 , 株式会社奥村組
发明人： OKADA AKIRA , TAKECHI YOSHIO , URANO SHIGEHIRO , WASHIMI NAOMI
IPC分类号： E21D11/10
摘要： PROBLEM TO BE SOLVED: To provide a tunnel lining concrete placing method which enables lining concrete of a tunnel crest section to be efficiently and effectively compacted by using a simple constitution, without causing the waste of a material and construction. SOLUTION: A plurality of guide pieces 18 with a pipe insertion hole 17 are protrusively provided on the outer peripheral surface of a tunnel lining form 10 between the existing lining concrete 15 and a gable-end form 16. A vibrator cable 21 can be brought towable from the outside of the gable-end form 16, while a guide pipe 19, which is connected to a back end portion of a rod-like vibrator 20, is inserted into the pipe insertion hole 17 and supported by the guide pieces 18. Concrete is placed in a lining space 23 between the tunnel lining form 10 and a lining surface 22. The concrete is compacted while the rod-like vibrator 20 and the guide pipe 19, which are embedded in the concrete, are moved to the side of the gable-end form 16 by being pulled by means of the vibrator cable 21, in such a manner that the pipe insertion hole 17 of the guide piece 18 serves as a guide. COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供一种能够通过简单的结构有效且有效地压实隧道顶部的衬砌混凝土的隧道衬砌混凝土浇筑方法，而不会造成材料和结构的浪费。解决方案：具有管插入孔17的多个引导件18突出地设置在现有的衬里混凝土15和山形端16之间的隧道衬里形式10的外周面上。振动器电缆21可以从山形端部16的外侧被牵引，同时连接到棒状振动器20的后端部的引导管19插入到管插入孔17中并被引导件支承将混凝土放置在隧道衬砌形式10和衬砌表面22之间的衬砌空间23中。将混凝土压实，同时将棒状振动器20和嵌入在混凝土中的导管19移动到通过借助于振动器电缆21拉动山形端部16的一侧，引导件18的管插入孔17用作引导件。版权所有（C）2008，JPO＆INPIT

5. 发明专利

JP2007138593A Placing method and compaction structure for tunnel lining concrete 有权
标题翻译：隧道混凝土的配置方法和压实结构
公开(公告)号：JP2007138593A
公开(公告)日：2007-06-07
申请号：JP2005334842
申请日：2005-11-18
申请人： Gifu Kogyo Co Ltd , Okumura Corp , 岐阜工業株式会社 , 株式会社奥村組
发明人： OKADA AKIRA , TAKECHI YOSHIO , KITAGAWA TSUTOMU , WASHIMI NAOMI , KOEDA YASUHIKO
IPC分类号： E21D11/10
摘要： PROBLEM TO BE SOLVED: To provide a placing method for tunnel lining concrete, which enables the lining concrete to be efficiently placed by sufficiently compacting the concrete supplied by a mechanical means, without the need for many hands or much labor.
SOLUTION: In this method for placing the tunnel lining concrete 11 by using a tunnel lining form 10, a plurality of slit parts 15, which are elongated in the axial direction X of a tunnel, are provided in the form 10; a plurality of diaphragms 16 are arranged protrusibly in such a manner as to be capable of advancing/receding toward/from a lining space 17 between an outer peripheral surface 10a of the form 10 and a lining surface 42 on the inner periphery of the tunnel 12 from the inside of the form 10 via the slit parts 15; and the concrete 14, which is supplied into the lining space 17, is compacted by vibrating the diaphragms 16 which are protruded into the lining space 17.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供一种隧道衬砌混凝土的放置方法，其能够通过充分压实由机械装置提供的混凝土来有效地放置衬砌混凝土，而不需要许多手或大量的劳动。解决方案：在这种通过使用隧道衬砌形式10放置隧道衬砌混凝土11的方法中，以隧道的轴向X伸长的多个狭缝部分15以形式10设置; 多个隔膜16可突出地布置，以便能够朝向/离开形式10的外周表面10a和隧道12的内周上的衬里表面42之间的衬里空间17前进/后退从形式10的内部经由狭缝部15; 并且通过振动突出到衬里空间17中的隔膜16将供给到衬里空间17中的混凝土14压实。（C）2007，JPO＆INPIT

6. 发明专利

JP2007138594A Placing method for tunnel lining concrete 有权
标题翻译：隧道衬砌混凝土配置方法
公开(公告)号：JP2007138594A
公开(公告)日：2007-06-07
申请号：JP2005334843
申请日：2005-11-18
申请人： Gifu Kogyo Co Ltd , Okumura Corp , 岐阜工業株式会社 , 株式会社奥村組
发明人： OKADA AKIRA , TAKECHI YOSHIO , KITAGAWA TSUTOMU , WASHIMI NAOMI , HIRANO SADAO
IPC分类号： E21D11/10
摘要： PROBLEM TO BE SOLVED: To provide a placing method for tunnel lining concrete, which enables lining concrete to be efficiently compacted by reducing man-powered work, and which enables the lining concrete in a crown section to be also sufficiently compacted.
SOLUTION: A cable 19, which is elongated in the axial direction X of a tunnel while passing through an end form, is towably arranged in the lining space of the crown section 15 of the tunnel, and directionally changed downward in an area near the existing lining concrete 18, so that a vibrator 21 with a float 20 can be suspended from the side section of the tunnel. Both side parts of the lining concrete 11 are placed while compaction is performed by making the vibrator 21 ascend along with the ascent of the concrete 14 which is placed in the lining space 17. The vibrator is reset in the axial direction X of the tunnel; the concrete is supplied from a concrete supply port 22 of the crown section 15 of the tunnel; and the crown section 15 of the tunnel is filled with the concrete 11. After that, the concrete 11 is compacted while the vibrator 21 is moved by towing the cable 19.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：为了提供一种隧道衬砌混凝土的放置方法，其能够通过减少人力作业而使衬砌混凝土得到有效的压实，并且使冠层中的衬砌混凝土也能够被充分地压实。解决方案：在通过端部形式的隧道的轴向方向X上延伸的电缆19可以纵向地布置在隧道的冠部15的衬里空间中，并且在区域中向下定向地改变靠近现有的衬里混凝土18，使得具有浮子20的振动器21可以从隧道的侧部部分悬挂下来。通过使振动器21随着放置在衬里空间17中的混凝土14的上升而上升而进行压实，衬里混凝土11的两侧部分被放置。振动器沿隧道的轴向X复位; 混凝土由隧道的冠部15的混凝土供给口22供给; 并且隧道的冠部15填充有混凝土11.之后，通过牵引电缆19使振动器21移动，混凝土11被压实。（C）2007年，JPO和INPIT

7. 发明专利

JP2003328688A Capsule transport apparatus 有权
标题翻译：胶囊运输装置
公开(公告)号：JP2003328688A
公开(公告)日：2003-11-19
申请号：JP2002142688
申请日：2002-05-17
申请人： Okumura Corp , 株式会社奥村組
发明人： NAKAYAMA TAKAYOSHI , HOSHINO NAONORI , TAKECHI YOSHIO
IPC分类号： E21D9/12 , B65G51/04 , E21F13/00
摘要： PROBLEM TO BE SOLVED: To provide a capsule transport apparatus which transports a capsule filled with excavated muck from a shaft or an inclined shaft through a transport pipe simultaneously with excavation of the shaft or the inclined shaft by a tunnel excavator, wherein connection/ disconnection of a capsule storage short pipe to/from a lower end of the transport pipe is simply and correctly carried out only by horizontally moving the short pipe without vertical movement of the same, to thereby efficiently carry the muck out of the shaft. SOLUTION: According to the capsule transport apparatus, the lower end of the transport pipe 7 arranged between the interior of the shaft and a ground location is formed into an inclined lower end face 7a, and an opening upper end face of the capsule storage short pipe 9 is formed into an inclined upper end face 9a conforming to the inclined lower end face 7a, which enables the capsule storage short pipe 9 to be connected to/disconnected from the transport pipe 7 only by its reciprocative motion in the horizontal direction. That is, at the time of forward motion, the inclined upper end face 9a of the capsule storage short pipe 9 is disconnected from the inclined lower end face 7a of the transport pipe 7, and horizontally moved to a location below an excavated muck storage section 14 where muck is charged into the capsule. Thereafter, the capsule storage short pipe 9 is backward moved, so that the inclined upper end face 9a is connected to the inclined lower end face 7a of the transport pipe 7, and the former abuts on the latter without positioning between the same. COPYRIGHT: (C)2004,JPO
摘要翻译：解决的问题：提供一种胶囊输送装置，其通过隧道式挖掘机与轴或倾斜轴的挖掘同时运送通过输送管从填充有挖掘的泥浆的填充了泥土的胶囊输送，其中连接只能通过水平移动短管而不使其垂直移动，从而将胶囊储存短管与输送管的下端断开连接，从而有效地将排出轴排出。解决方案：根据胶囊输送装置，布置在轴内部和接地位置之间的输送管7的下端形成为倾斜的下端面7a，并且胶囊的开口上端面储存短管9形成为与倾斜的下端面7a相一致的倾斜的上端面9a，这使得胶囊储存短管9仅通过其在水平方向上的往复运动才能与输送管7连接/断开。也就是说，在向前运动时，胶囊储存用短管9的倾斜的上端面9a与输送管7的倾斜的下端面7a脱离，水平移动到挖掘的贮渣部下方的位置 14，其中将粪便装入胶囊中。此后，胶囊收纳短管9向后移动，使得倾斜的上端面9a连接到输送管7的倾斜下端面7a，并且前者邻接在其上而不在其之间定位。版权所有（C）2004，JPO

8. 发明专利

JP2003328687A Capsule transport apparatus and capsule transporting method 有权
标题翻译：胶囊运输装置和胶囊运输方法
公开(公告)号：JP2003328687A
公开(公告)日：2003-11-19
申请号：JP2002142687
申请日：2002-05-17
申请人： Okumura Corp , 株式会社奥村組
发明人： NAKAYAMA TAKAYOSHI , HOSHINO NAONORI , TAKECHI YOSHIO
IPC分类号： E21D9/12 , B65G51/04 , E21F13/00
摘要： PROBLEM TO BE SOLVED: To provide a capsule transport apparatus which safely and efficiently carries excavated muck to a ground location at the time of excavation of a shaft or an inclined shaft, and smoothly carries equipment necessary for excavation in the shaft, and to provide a capsule transporting method. SOLUTION: According to the capsule transporting method, a capsule transport pipe 7 is arranged between the interior of the shaft and the ground location, and a predetermined quantity of muck which is conveyed from an excavated muck storage section 15, is charged and stored in a capsule 8 in a storage short pipe 9 which is vertically borne on a carriage 12. Then, the capsule storage short pipe 9 is connected to a lower end of the transport pipe 7, and only the capsule 8 is air-transported through the interior of the transport pipe 7 up to the ground location. After discharging the muck on the ground, the equipment is stored in the capsule 8 and then lowered through the interior of the transport pipe 7 down to the storage short pipe 9 at the lower end of the transport pipe 7. Then, the storage short pipe 9 is separated from the transport pipe 7, and the equipment is supplied to an equipment receiving section 17, followed by charging muck again into the vacant capsule 8 to be carried in the shaft. COPYRIGHT: (C)2004,JPO
摘要翻译：要解决的问题：提供一种在挖掘轴或倾斜轴时安全有效地将挖掘的泥土运送到地面位置的胶囊输送装置，并且平稳地承载在轴中挖掘所需的设备，以及以提供胶囊输送方法。解决方案：根据胶囊输送方法，在轴的内部和地面位置之间设置有胶囊输送管7，并且从挖掘的储藏部15输送预定量的粪便，储存在胶囊8中，并在托架12上垂直承载的储存短管9中。然后，胶囊储存短管9连接到输送管7的下端，并且只有胶囊8被空气输送通过运输管道7的内部直到地面位置。将粪便排放到地面后，将设备储存在胶囊8中，然后通过输送管7的内部下降到输送管7下端的储存短管9.然后，储存短管 9与输送管7分离，将设备供给到设备接收部17，然后再次将垃圾填充到空的胶囊8中，以承载在轴中。版权所有（C）2004，JPO

9. 发明专利

JP2002371792A Device for conveying muck excavated from inclined shaft 有权
标题翻译：用于输送从包括轴的叶片输送的装置
公开(公告)号：JP2002371792A
公开(公告)日：2002-12-26
申请号：JP2001184396
申请日：2001-06-19
申请人： Okumura Corp , 株式会社奥村組
发明人： NAKAYAMA TAKAYOSHI , TAKECHI YOSHIO , ONO JUNJI , INOUE NAOKI
IPC分类号： E21D9/12
摘要： PROBLEM TO BE SOLVED: To eliminate the influence of muck rolling down to a tunnel boring machine by conveying the excavated muck diagonally upward out of an inclined shaft through the inclined shaft without allowing the muck to drop into the shaft, when boring the inclined shaft diagonally downwards from above by use of the tunnel boring machine.
SOLUTION: When the muck excavated is conveyed backward from the muck chamber 1d of the tunnel boring machine 1 by a belt conveyor 2, the belt conveyor 2 is covered with a protective cover 3 to prevent the muck from dropping into the inclined shaft A. Further, the muck is dumped and stored into a hopper 4 from the muck conveyance terminal end of the belt conveyor 2 and a capsule storage short pipe part 12 for a transport pipe 6 storing a capsule 5 is disposed below the hopper 4. By separating the short pipe part 12 from the transport pipe 6, the muck is dumped and stored into the capsule 5 from the hopper 4. Thereafter, the capsule storage short pipe part 12 is connected to the transport pipe 6 and the capsule 5 is pneumatically transported out of the inclined shaft through the transport pipe 6.
COPYRIGHT: (C)2003,JPO
摘要翻译：要解决的问题：为了通过将倾斜的轴向斜对角地向上倾斜通过倾斜轴输送到隧道掘进机以消除泥屑的影响，而不允许泥渣落入轴中，当倾斜轴对角钻孔时通过使用隧道掘进机从上方向下。解决方案：通过带式输送机2挖掘挖掘的泥炭从隧道掘进机1的渣槽1d向后输送时，带式输送机2被保护盖3覆盖，以防止泥渣落入倾斜轴A.进一步将废渣从带式输送机2的废渣运送终端倾倒并储存在料斗4中，并且在料斗4的下方配置有用于储存胶囊5的输送管6的胶囊收容用短管部12。管道部分12从垃圾箱4倾倒并储存在胶囊5中。此后，将胶囊储存短管部分12连接到输送管6，并将胶囊5气动地从倾斜轴通过输送管6。

10. 发明专利

JPH03132590A METHOD AND DEVICE FOR MAKING OF DEVELOPED IMAGE OF PIT WALL 失效
公开(公告)号：JPH03132590A
公开(公告)日：1991-06-05
申请号：JP27225889
申请日：1989-10-18
申请人： OKUMURA CORP , REATSUKUSU KK
发明人： KONISHI MAMORU , TAKECHI YOSHIO , KIWADA SHUNICHI
IPC分类号： E21B47/002
摘要： PURPOSE:To make clear and correct picture of the inner wall of a pit in a short period of time by projecting an image of the inner wall surface in a specified breadth of the pit to a convex mirror, by dividing a primary picture made by taking the image thereof into annular pictures and further by developing the same into linear pictures. CONSTITUTION:An image of the inner wall surface roughly in cylindrical shape on a place in a specified breadth of a pit roughly in circular section is projected on a convex mirror 8 installed in the pit, and the image thereof is taken by a camera 12 and a primary picture is obtained therewith. The primary picture is then divided into a plurality of annular pictures that are placed concentrically with successively different radii, and the annular pictures are then developed into linear pictures. By placing successively the linear pictures side by side, a spread-out picture that is developed in a plane is outputted.

你已经成功收藏专利！

检索式保存成功!

IPRDB

热门服务

关于我们

友情链接

联系方式