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

JP2006133213A Stand for setting surveying instrument 有权
标题翻译：设置检测仪器的设置
公开(公告)号：JP2006133213A
公开(公告)日：2006-05-25
申请号：JP2005146212
申请日：2005-05-19
申请人： Kajima Corp , Komatsu Underground Machinery Ltd , Taisei Corp , Tekken Constr Co Ltd , コマツ地下建機株式会社 , 大成建設株式会社 , 鉄建建設株式会社 , 鹿島建設株式会社
发明人： KURONUMA IZURU , YOSHIKAWA TADASHI , SHIRAI SHUNSUKE , KAMIO MASAHIRO , IWASHITA ZENICHIRO , HAYASHI NOBORU , TSURUTA KOICHI , MIMURO KEIJI , MATSUMOTO MICHIO , NAGAOKA TAKASHI , JUJI MASAYOSHI , SAITO HIROYUKI , ODAGIRI HIDEKI
IPC分类号： G01C15/00 , E21D9/093
摘要： PROBLEM TO BE SOLVED: To provide a stand for setting a surveying instrument capable of extremely rapidly measuring the position of a tunnel boring machine or the burying state of a jacking pipe in real time in pipe-jacking for burying the jacking pipe in the ground. SOLUTION: The stand comprises a stand body 2 mounted with a surveying instrument B, suspended arms 3 and 3 vertically raised at both side ends thereof, and rotating shafts 4 and 4 provided at the upper end parts of the suspended arms 3 and 3 to be horizontally protruded, respectively. A weight 5, a weight adjusting mechanism 6, and a bubble tube 7 are attached to the stand body 2, and a bearing 8, a rotary damper 9 and an electromagnetic brake 10 are attached to the rotating shafts 4 and 4. The stand body 2 is constituted so that the surveying instrument B can be detachably fixed. The suspended arm 3 is formed in a frame shape having a vertically long reverse V-shape, and the rotating shaft 4 is protrusively provided at the upper end of each suspended arm 3 to be horizontal in a direction orthogonal to the propelling direction of a steel pipe A. COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供一种用于设置能够极大地快速测量隧道掘进机的位置或顶起管道的埋入状态的测量仪器的立场，用于将顶起管道埋入管道顶端地面。解决方案：支架包括安装有测量仪器B的支架体2，在其两侧端垂直升高的悬臂3和3以及设置在悬臂3的上端部的旋转轴4和4， 3分别水平突出。重量5，重量调节机构6和气泡管7安装在支架体2上，轴承8，旋转阻尼器9和电磁制动器10安装在旋转轴4和4上。支架体 2构成为使得测量仪器B能够可拆卸地固定。悬吊臂3形成为具有垂直长的反向V形的框架形状，并且旋转轴4突出地设置在每个悬臂3的上端，以沿与钢的推进方向正交的方向成水平方向管道A.版权所有（C）2006年，JPO＆NCIPI

2. 发明专利

JP2007023546A Entrance for arrival of jacking pipe, structure of entrance for arrival, and water cut-off construction method for entrance for arrival 有权
标题翻译：入口入境，入境结构和入境退休施工方法入境
公开(公告)号：JP2007023546A
公开(公告)日：2007-02-01
申请号：JP2005204534
申请日：2005-07-13
申请人： Kajima Corp , Komatsu Underground Machinery Ltd , Taisei Corp , Tekken Constr Co Ltd , コマツ地下建機株式会社 , 大成建設株式会社 , 鉄建建設株式会社 , 鹿島建設株式会社
发明人： SHIRAI SHUNSUKE , KAMIO MASAHIRO , YOSHIKAWA TADASHI , HAYASHI NOBORU , IWASHITA ZENICHIRO , MIMURO KEIJI , ANDO TETSUTO , OGAWA FUSHI , MATSUI KENJI , EBARA HIROSHI , YAMAMOTO YOSHIHISA , SAITO HIROYUKI
IPC分类号： E21D9/06
摘要： PROBLEM TO BE SOLVED: To securely perform water cut-off handling in an arrival pit mouth of a jacking pipe and recover a drilling machine very safely.
SOLUTION: The entrance for arrival composed of an entrance pipe 3 formed to have bore for storing the drilling machine 6 and the jacking pipe 7, a stuffing member 4 attached to a mouth of the entrance pipe 3, and a filling pipe 5 buried in the direction of diameter of the entrance pipe in the stuffing member 4 is attached to the arrival pit mouth 2 of the jacking pipe 7. After the drilling machine 6 and the jacking pipe 7 cut the stuffing member 4 and the filling pipe 5 and arrive in the entrance pipe 3, a grouting material 8 for water cut-off is poured between the entrance pipe 3 and the jacking pipe 7 from the filling pipe 5.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：为了安全地在起重管道的到达坑口进行截水处理，并且非常安全地回收钻床。解决方案：由入口管3形成的入口入口构成为具有用于存储钻孔机6和顶起管7的孔，安装在入口管3的口部的填充构件4和填充管5 在填塞构件4的入口管的直径方向上埋设在顶起管7的到达坑口2处。在钻孔机6和顶起管7切割填充构件4和填充管5之后，到达入口管3时，从入口管3和入口管7之间，从灌装管5中注入一个用于截水的灌浆材料8.（C）2007，JPO＆INPIT

3. 发明专利

JP2007023545A Entrance for start of jacking pipe, structure of entrance for start, and water cut-off construction method for entrance for start 有权
标题翻译：开始起动的入口，入口结构和启动的水切断构造方法
公开(公告)号：JP2007023545A
公开(公告)日：2007-02-01
申请号：JP2005204533
申请日：2005-07-13
申请人： Kajima Corp , Komatsu Underground Machinery Ltd , Taisei Corp , Tekken Constr Co Ltd , コマツ地下建機株式会社 , 大成建設株式会社 , 鉄建建設株式会社 , 鹿島建設株式会社
发明人： SHIRAI SHUNSUKE , KAMIO MASAHIRO , YOSHIKAWA TADASHI , HAYASHI NOBORU , IWASHITA ZENICHIRO , MIMURO KEIJI , ANDO TETSUTO , OGAWA FUSHI , MATSUI KENJI , EBARA HIROSHI , YAMAMOTO YOSHIHISA , SAITO HIROYUKI
IPC分类号： E21D9/06
摘要： PROBLEM TO BE SOLVED: To provide an entrance for start of a jacking pipe, a structure of the entrance for start, and a water cut-off construction method for the entrance for start for blocking a clearance among a start pit mouth, a drilling machine, and the jacking pipe securely to cut off water in the start pit mouth.
SOLUTION: The drilling machine 5 drills previously and a plurality of jacking pipes 6 drill from the start pit mouth 2 of the jacking pipe 6 after the drilling machine 5 by connecting them sequentially to construct an underground pipeline. This structure of the entrance for start is composed of an entrance pipe 3 in which the drilling machine 5 and the jacking pipe 6 can be inserted and a sealing member 4 composed of a plurality of wire brushes 4a attached to the inner periphery of the entrance pipe 3 like a ring. The sealing member 4 is attached so as to block a clearance a among the entrance pipe 3, the drilling machine 5, and the jacking pipe 6.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供起动管道的入口，起动入口的结构以及用于阻止起始坑口内的间隙的开始入口的停水施工方法，钻机和顶起管道可靠地切断起始坑口中的水。解决方案：钻孔机5先前进行钻孔，并且多个顶起管6在钻机5之后通过连接它们从顶起管6的起始坑口2钻出以构造地下管道。起动入口的这种结构由可以插入钻孔机5和起升管6的入口管3和由安装在入口管的内周上的多个线刷4a组成的密封构件4 3喜欢一个戒指密封构件4被安装成阻塞入口管3，钻孔机5和顶起管6之间的间隙a。（C）2007，JPO＆INPIT

4. 发明专利

JP2015007337A ハンドリング装置、鉄筋及び型枠の施工方法有权
标题翻译：处理装置，以及加固和形式的施工方法
公开(公告)号：JP2015007337A
公开(公告)日：2015-01-15
申请号：JP2013132842
申请日：2013-06-25
申请人：鹿島建設株式会社 , Kajima Corp , 株式会社Omg , Omg Co Ltd
发明人： MIMURO KEIJI , IWASHITA ZENICHIRO , SUDA KUMIKO , HASHIMOTO ISAMU , HATTORI SHINYA , UCHIMURA MOTOHIKO
IPC分类号： E04G21/14
摘要：【課題】鉄筋及び型枠パネルの施工における作業効率を向上することが可能なハンドリング装置を提供することを目的とする。【解決手段】建設機械2に取り付けられて、鉄筋R1〜R3の把持に利用されるハンドリング装置1において、互いに平行になるように配列される鉄筋R1〜R3の配列方向Aに沿って複数列の第1の把持部G1,G3,G5と第2の把持部G2,G4,G6が配置され、把持部G1〜G6は、配列方向Aに開閉自在である。【選択図】図2
摘要翻译：要解决的问题：提供一种能够提高加强件和模板的施工效率的搬运装置。解决方案：搬运装置1安装在工程机械2上，用于保持增强件R1-R3。第一保持部G1，G3，G5以及第二保持部G2，G4，G6沿着彼此平行布置的加强件R1-R3的排列方向A排成多列。保持部G1-G6可以沿着排列方向A自由地打开/关闭。

5. 发明专利

JP2012215026A Method of constructing pipe roof 有权
标题翻译：构造管道屋顶的方法
公开(公告)号：JP2012215026A
公开(公告)日：2012-11-08
申请号：JP2011081359
申请日：2011-04-01
申请人： Kajima Corp , 鹿島建設株式会社
发明人： SUDA KUMIKO , HAYASHI NOBORU , IWASHITA ZENICHIRO , MIMURO KEIJI , HASHIMOTO ISAMU
IPC分类号： E21D9/04
摘要： PROBLEM TO BE SOLVED: To improve workability in inserting pipes to a rock mass and construction precision in constructing a pipe roof.SOLUTION: Each of pipes 10 constituting a pipe roof 5 comprises plate-like members 13 on outer circumferential surfaces at both right and left sides of an upper portion thereof, respectively. When constructing the pipe roof 5, the plurality of pipes 10 are first inserted to a rock mass in such a manner that the plate-like members 13 of neighboring pipes 10 are confronted with each other with a predetermined clearance C1 interposed therebetween. A frozen soil layer 21 is next formed so as to cover above the predetermined clearance C1, in which the predetermined clearance C1 is such a clearance that the frozen soil layer 21 can be self-supported. A high-pressure water jet device is then used to remove sediment between the pipes 10 under the predetermined clearance C1, thereby forming a space 6a. Thereafter, concrete 34 is deposited within the space 6a partitioned by a mold frame 33 and the pipes 10 are connected with each other, thereby integrating the pipe roof 5.
摘要翻译：要解决的问题：提高将管道插入岩体中的可操作性以及在建造管道屋顶的施工精度。解决方案：构成管顶5的每个管10分别在其上部的左右两侧的外圆周表面上包括板状构件13。当构造管顶5时，首先将多个管10插入到岩体中，使得相邻管10的板状构件13相互间以规定的间隙C1相互面对。接下来形成冷冻土层21，以覆盖预定间隙C1上方的预定间隙C1，其中预定间隙C1为冷冻土层21能够自支撑的间隙。然后使用高压水喷射装置在预定间隙C1之间除去管10之间的沉积物，从而形成空间6a。此后，将混凝土34沉积在由模架33分隔开的空间6a内，并且管10彼此连接，从而整合管屋顶5.版权所有（C）2013，JPO＆INPIT

6. 发明专利

JP2012215025A Pipe roof construction method 有权
标题翻译：管道屋顶施工方法
公开(公告)号：JP2012215025A
公开(公告)日：2012-11-08
申请号：JP2011081352
申请日：2011-04-01
申请人： Kajima Corp , Sugino Machine Ltd , 株式会社スギノマシン , 鹿島建設株式会社
发明人： SUDA KUMIKO , HAYASHI NOBORU , IWASHITA ZENICHIRO , MIMURO KEIJI , HASHIMOTO ISAMU , MITSUBE MASAO , ITO KOICHI , SHIMOSAKA SHINYA
IPC分类号： E21D9/04 , E21D13/02
摘要： PROBLEM TO BE SOLVED: To provide a pipe roof construction method excellent in workability for enabling the removal of frozen soil and sediment from between steel pipes without giving damage to the frozen soil.SOLUTION: On a moving device 21, an up-and-down moving part 25 is also provided. The up-and-down moving part 25 can move a nozzle 27 mounted at the front end, in a direction perpendicular to the axial direction of steel pipes 3 by a motor, etc. The nozzle 27 is connected to a water forcing device, etc., rotatably via a swivel joint, etc., with the moving direction of the up-and-down moving part 25 as an axis. The nozzle 27 is therefore movable in the axial direction of the steel pipes 3 and in the direction perpendicular thereto and capable of spraying water while rotating itself. According to this invention, water spray is accompanied by the measurement of the temperature of frozen soil.
摘要翻译：要解决的问题：提供一种优良的可加工性的管道屋顶施工方法，其能够从钢管之间移除冻结的土壤和沉积物，而不会对冻土造成损害。解决方案：在移动装置21上还设有上下移动部分25。上下移动部25能够通过电动机等使安装在前端的喷嘴27沿与钢管3的轴向垂直的方向移动。喷嘴27与水力装置等连接可旋转地经由旋转接头等以上下移动部件25的移动方向为轴。因此，喷嘴27能够沿着钢管3的轴向并且在与其垂直的方向上移动，并且能够在旋转自身的同时喷洒水。根据本发明，水喷雾伴随着冻土温度的测量。版权所有（C）2013，JPO＆INPIT

7. 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

8. 发明专利

JP2014185514A Underground structure 有权
标题翻译：地下结构
公开(公告)号：JP2014185514A
公开(公告)日：2014-10-02
申请号：JP2014140516
申请日：2014-07-08
申请人： Kajima Corp , 鹿島建設株式会社
发明人： SASAKI YUTAKA , MATSUMOTO SEIJIRO , HAYASHI NOBORU , SUDA KUMIKO , IWASHITA ZENICHIRO , NAKAGAWA MASAYOSHI , MIMURO KEIJI
IPC分类号： E21D9/04
摘要： PROBLEM TO BE SOLVED: To provide an underground structure which excels in workability and has high quality.SOLUTION: A skeleton 9 is constructed between tunnels 5 and a pipe roof 7 is formed on the upper side. In other words, the skeleton 9 is constructed in a space formed below the pipe roof 7. Timbering which supports the pipe roof 7 when the skeleton 9 is constructed is not embedded in the skeleton 9. As shown in Figure 7, it is possible for the pipe roof 7 to hold earth pressure above because the pipe roof 7 is completely integrated above. As a result, no timbering needs to be disposed below the pipe roof 7, and the skeleton and the timbering do not interfere with each other at the time of installation of the skeleton. Steel tubes are integrated with one another by compression force transmission members installed between the steel tubes, so that coupling joints are not needed.
摘要翻译：要解决的问题：提供可加工性优异且质量高的地下结构。解决方案：在隧道5之间构造骨架9，在上侧形成有管顶7。换句话说，骨架9构造在形成在管屋顶7下方的空间中。当骨架9构造时支撑管屋顶7的木材不嵌入骨架9.如图7所示，管顶7以保持地面上的压力，因为管顶7完全集成在上面。因此，不需要在管顶7下方设置木材，骨架和木材在安装骨架时不会相互干扰。钢管通过安装在钢管之间的压力传递部件彼此集成，从而不需要联接接头。

9. 发明专利

JP2013147816A Earth retaining member and earth retaining method 有权
标题翻译：地球保持构件和地球保持方法
公开(公告)号：JP2013147816A
公开(公告)日：2013-08-01
申请号：JP2012007787
申请日：2012-01-18
申请人： Chemical Grouting Co Ltd , ケミカルグラウト株式会社 , Kajima Corp , 鹿島建設株式会社
发明人： TSUYUGAKI TAKAO , IIZAWA MAKOTO , FUKUCHI KOICHI , SASAKI YUTAKA , HASHIMOTO ISAMU , ARUGA HIROTAKA , IWASHITA ZENICHIRO , SUDA KUMIKO , MIMURO KEIJI , MORITA DAISUKE , NAKAGAWA MASAYOSHI
IPC分类号： E02D17/04 , E02D5/80
摘要： PROBLEM TO BE SOLVED: To provide an earth retaining member and an earth retaining method capable of suppressing a projection length from an earth retaining wall and also coping with ununiformity of a position to build a core material and ununiformity of a direction in which a tension member in an anchor is extended.SOLUTION: The earth retaining member includes: a hollow tubular member (1); a rib (2) extending to a radial direction outer part of the tubular member (1); a connection part (3) extending on both sides in a diameter direction of the tubular member (1) and connected with an end of a wale (30); a bottom plate (6) arranged on an inner side of the tubular member (1) and having a through-hole (4a) formed to insert a tension member (T); and a support bracket (5) for supporting the tubular member (1).
摘要翻译：要解决的问题：提供一种能够抑制来自挡土墙的突出长度的接地保持构件和接地保持方法，并且还能够应对构成芯材的位置的不均匀性以及张紧构件的方向的不均匀性在锚中延伸。解决方案：接地保持构件包括：中空管状构件（1）; 延伸到所述管状构件（1）的径向外部的肋（2）; 连接部分（3），其在所述管状部件（1）的直径方向上的两侧延伸并与纵行（30）的端部连接; 布置在所述管状构件（1）的内侧上并具有形成为插入张紧构件（T）的通孔（4a）的底板（6）; 以及用于支撑管状构件（1）的支撑支架（5）。

10. 发明专利

JP2012214970A Connection structure and connection technique for steel pipe for pipe roof technique 有权
标题翻译：用于管道屋顶技术的钢管的连接结构和连接技术
公开(公告)号：JP2012214970A
公开(公告)日：2012-11-08
申请号：JP2011078859
申请日：2011-03-31
申请人： Nippon Steel & Sumikin Metal Products Co Ltd , Kajima Corp , Tomita Seisakusho:Kk , 日鐵住金建材株式会社 , 株式会社富田製作所 , 鹿島建設株式会社
发明人： TATSUKI MASABUMI , KAWABATA NORIYUKI , OTAKA NORIHIRO , KASAHARA KEI , HAYASHI NOBORU , SUDA KUMIKO , MIMURO KEIJI , TAIRA YOHEI , TOMITA DAIJIRO , TOMITA HIDEO
IPC分类号： E21D9/04 , E02D5/04 , E02D29/045 , E21D13/00
摘要： PROBLEM TO BE SOLVED: To provide a connection structure and a connection technique for steel pipe for pipe roof technique of earth retaining by pushing pipes in a parallel arrangement into an outer peripheral region of an excavation cross section.SOLUTION: An outer joint pipe 2 is attached to an end of a steel pipe 1, an inner joint pipe 3 is attached to an opposite end of the steel pipe 1, and the outer joint pipe 2 and inner joint pipe 3 are fitted and connected. Through holes 2c, 3c which are arranged having centers aligned with each other are provided in circumferential directions of intermediate parts of both the joint pipes 2, 3 in pipe-axial directions. In an inner peripheral surface of the inner joint pipe 3, female screw members 5 are installed having centers of their screw holes 5b aligned with centers of the through holes 3c of the inner joint pipe 3. The inner joint pipe 3 is fitted in a hollow part of the outer joint pipe 2, pin materials 6 are fitted in the through holes 2c of the outer joint pipe 2 and the through holes 3c of the inner joint pipe 3 which have the center aligned with each other, and bolts 7 inserted into bolt through holes 6a of the pin materials 6 are screwed in the screw holes 5b of the female screw members 5 to be fastened.
摘要翻译：要解决的问题：为了提供一种用于将平行布置的管道并入挖掘横截面的外周区域中的用于管道顶管技术的钢管的连接结构和连接技术。
解决方案：外管接头管2安装在钢管1的一端，内接管3安装在钢管1的另一端，外接头管2和内接头管3 安装和连接。在两个接合管2,3的管轴方向的中间部分的圆周方向上设置有具有彼此对准的中心的通孔2c，3c。在内侧接头管3的内周面上，内螺纹部件5设置有与内侧接头管3的贯通孔3c的中心对齐的螺纹孔5b的中心。内侧接头管3嵌入中空部外部接合管2的一部分，销6材料6被装配在外侧接头管2的通孔2c和内侧接头管3的通孔3c中，它们具有中心对准的位置，螺栓7插入螺栓销钉材料6的通孔6a拧入阴螺纹部件5的螺钉孔5b中以进行紧固。版权所有（C）2013，JPO＆INPIT

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