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

JP2005083179A Main beam, frame and construction method for temporary pier using them 有权
标题翻译：主梁，框架和施工方法使用它们
公开(公告)号：JP2005083179A
公开(公告)日：2005-03-31
申请号：JP2003320253
申请日：2003-09-11
申请人： Hanshin Kensetsu Co Ltd , 株式会社ハンシン建設
发明人： IWAI SHOZO
IPC分类号： E01D21/00 , E01D15/133 , E01D15/24
摘要： PROBLEM TO BE SOLVED: To provide a main beam and a frame for constructing a temporary pier in a short term, and a construction method for a temporary pier using them.
SOLUTION: First, a plurality of frames are manufactured at a factory and transported to a construction site by, for instance, a truck. At the work site, the plurality of frames is combined into a plurality of main frames 7. At their installation site, these main frames 7 are overhung and erected, then steel piles 3 are driven into the sea bottom where these frames are installed, and then the main frames 7 and steel piles 3 are fixed. This process is repeated to construct a temporary pier. This work method can simplify work at the upper pier structure and omit the work of measurements, etc. at the lower structure. So, a large reduction in construction period becomes possible.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：提供一种用于短期建造临时码头的主梁和框架，以及使用它们的临时码头的施工方法。解决方案：首先，在工厂制造多个框架，并通过例如卡车将其运送到施工现场。在工作现场，将多个框架组合成多个主框架7.在它们的安装地点，这些主框架7被悬垂并竖起，然后将钢桩3驱动到安装这些框架的海底，并且那么主框架7和钢桩3是固定的。重复这一过程以建造临时码头。这种工作方法可以简化上墩结构的工作，省略下层结构的测量等工作。因此，施工期可大幅减少。版权所有（C）2005，JPO＆NCIPI

2. 发明专利

JP2003184488A EXCAVATING METHOD AND EXCAVATING DEVICE IN THICK MUD TYPE OR MUD PRESSURE TYPE CONSTRUCTION METHOD 审中-公开
公开(公告)号：JP2003184488A
公开(公告)日：2003-07-03
申请号：JP2002136047
申请日：2002-05-10
申请人： HANSHIN KENSETSU CO LTD
发明人： SABI YOSHIAKI , FUKUDA KOJI , HAYASHI RYUJI
IPC分类号： E21D9/12
摘要： PROBLEM TO BE SOLVED: To provide an excavating method and an excavating device characterized by incorporating a means for continuously crushing excavated gravel content into small pieces as primary and secondary crushing means or as a primary crushing means according to soil quality. SOLUTION: In this excavating method in a thick mud type or mud pressure type construction method, a primary crushing is performed for gravel excavated on a tip excavation side by the first half part of the excavating device 40, and a secondary crushing is performed by the latter half part of the excavating device 40. Or the primary crushing is not performed for the gravel excavated on the tip excavation side by the first half part of the excavating device 40 and performed for the gravel by the latter part of the excavating device 40. COPYRIGHT: (C)2003,JPO

3. 发明专利

JP2001104907A FINAL WASTE DISPOSAL SITE ON SOFT GROUND AND CONSTRUCTING METHOD THEREOF 失效
公开(公告)号：JP2001104907A
公开(公告)日：2001-04-17
申请号：JP28867899
申请日：1999-10-08
申请人： HAZAMA GUMI , MITSUBISHI CONSTR CO LTD , OKUMURA CORP , DAIYO KIKO KOGYO KK , TOKAI CONCRETE IND CO LTD , AOYAMA KIKO CO LTD , ESUTEKKU KK , SEIKO KOGYO KK , NIPPON IKOSU KK , NIPPON KOKAN KK , BAUAA JAPAN KK , HANSHIN KENSETSU CO LTD
发明人： SAKUMA SEIYA , OGITA SHIGEYA , YOSHIBA KUNIHIKO , HAYASHI SEISHI
IPC分类号： B09B1/00 , E02D3/12
摘要： PROBLEM TO BE SOLVED: To provide a final waste disposal site which can be constructed even on soft ground which is not firm enough to construct a conventional final waste disposal site, and to provide its construction method. SOLUTION: This final waste disposal site is provided with soil cement columns 13 formed in such a way as to penetrate down to a foundation layer 11 at a plurality of parts over almost all the area of soft ground, surface-layer improved ground 14 formed in such a way that the surface layer of almost all the area of the soft ground 12 is so replaced with the soil cement as to be continuous to the top ends of the soil cement columns and a waste shielding layer 15 constructed on the surface-layer improved ground.

4. 发明专利

JP2003333719A Diameter enlarging apparatus for cable conduit 审中-公开
标题翻译：电缆线直径扩大装置
公开(公告)号：JP2003333719A
公开(公告)日：2003-11-21
申请号：JP2002142513
申请日：2002-05-17
申请人： Hanshin Kensetsu Co Ltd , Ryosei Densetsu Kk , 株式会社ハンシン建設 , 菱星電設株式会社
发明人： FUKAI AKIRA , MIYAHARA MANABU , HAMANO TOMOJI
IPC分类号： F16L1/024 , H02G1/06 , H02G9/06
摘要： PROBLEM TO BE SOLVED: To provide a diameter enlarging apparatus for a cable conduit capable of cutting/forming a hole part at a normal position with the axis of the cable conduit as the center. SOLUTION: There are provided a shaft 1 which is inserted into a cable conduit K, a disc-like cutter 3 which is attached to the tip of the shaft 1 and enlarges the cable conduit K by cutting from the side of an inner peripheral surface 45, and a near barrel-like spring guide body 6 which is free to contract/ expand in diameter and is disposed closer to a base end side than to the cutter 3 while capped over the shaft 1. The spring guide body 6 which has an outer diameter larger than the inside diameter of the inner peripheral surface 45 of the cable conduit K in free state guides the cutter 3 along the axis of the cable conduit K by constantly and resiliently energizing the inner peripheral surface 45 of the cable conduit K. COPYRIGHT: (C)2004,JPO
摘要翻译：要解决的问题：提供一种用于能够以电缆导管的轴线为中心在正常位置切割/形成孔部分的电缆导管的直径扩大装置。解决方案：提供了一个轴1，其插入到电缆导管K中，一个盘状切割器3，其连接到轴1的尖端，并且通过从内部的侧面切割来放大电缆导管K 外周面45和近似筒状的弹簧引导体6，其可自由地收缩/扩大直径并且被设置成更靠近基端侧，同时被盖在轴1上。弹簧引导体6 具有比自由状态下的电缆导管K的内周面45的内径大的外径，通过对电缆导管K的内周面45进行恒定且弹性地通电来引导切割器3沿电缆导管K的轴线版权所有（C）2004，JPO

5. 发明专利

JP2003301692A Lubricant-dedicated injection pipe for use in jacking method 审中-公开
标题翻译：用于喷砂方法的润滑剂专用注射管
公开(公告)号：JP2003301692A
公开(公告)日：2003-10-24
申请号：JP2002109716
申请日：2002-04-11
申请人： Hanshin Kensetsu Co Ltd , 株式会社ハンシン建設
发明人： SABI YOSHIAKI , KAMATA TOSHIHIRO , MURATA KAZUHIKO
IPC分类号： E21D9/06
摘要： PROBLEM TO BE SOLVED: To provide a lubricant-dedicated injection pipe which allows a lubricant to be uniformly supplied to the whole of an outer peripheral surface of the pipe, in terms of the supply of the lubricant to a tail void.
SOLUTION: This lubricant-dedicated injection pipe 2 for use in a jacking method is characterized in that: a movable seal 40 for preventing a back flow of the lubricant is provided in the an outer peripheral part 20 of the pipe 2; and a means, capable of moving the seal 40 to a back-flow preventing position, is provided in the pipe 2.
COPYRIGHT: (C)2004,JPO
摘要翻译：要解决的问题：为了提供润滑剂专用注入管，其允许将润滑剂均匀地供应到管的外周表面，就润滑剂供应到尾部空隙而言。解决方案：用于起动方法的这种润滑剂专用注射管2的特征在于：在管2的外周部分20中设置有用于防止润滑剂反向流动的可移动密封件40; 并且在管2中设置能够将密封件40移动到防回流位置的装置。（C）2004，JPO

6. 发明专利

JP2001241035A SUBSTITUTION TYPE DEEP LAYER IMPROVING METHOD AND LIGHTWEIGHT IMPROVING GROUND 失效
公开(公告)号：JP2001241035A
公开(公告)日：2001-09-04
申请号：JP2000050931
申请日：2000-02-28
申请人： HAZAMA GUMI , MITSUBISHI CONSTR CO LTD , OKUMURA CORP , DAIYO KIKO KOGYO KK , TOKAI CONCRETE IND CO LTD , AOYAMA KIKO CO LTD , ESUTEKKU KK , SEIKO KOGYO KK , NIPPON IKOSU KK , NIPPON KOKAN KK , HANSHIN KENSETSU CO LTD
发明人： SAKUMA SEIYA , OGITA SHIGEYA , HAYASHI SEISHI
IPC分类号： E02D3/12 , E02D5/46 , E02D5/54 , E02D5/80
摘要： PROBLEM TO BE SOLVED: To provide a lightweight improving ground and method with which the construction is possible regardless of the presence or absence of the groundwater of the original ground without requiring a large-scale excavation for slope stabilization and sheathing work. SOLUTION: A substitution type deep layer improving method comprises a process for forming soil cement by mixing at least one of the materials or air bubbles having the specific weight smaller than any of sediment, cement, water and bentonite is mixed on the ground with sediment sampled in the vicinity of the construction site and its vicinity where the ground improvement is performed or sediment, cement bentonite and water sampled in other place, a process of excavating the improvement target ground and forming a hole of a predetermined length, and a process of forming a soil cement column while filling the soil cement in the hole.

7. 发明专利

JP2006104709A Pier and construction method thereof 有权
标题翻译：其构造方法及其构造方法
公开(公告)号：JP2006104709A
公开(公告)日：2006-04-20
申请号：JP2004290415
申请日：2004-10-01
申请人： Hanshin Kensetsu Co Ltd , Shozo Iwai , 省三岩井 , 株式会社ハンシン建設
发明人： IWAI SHOZO
IPC分类号： E02B3/06 , E01D15/133 , E01D21/00
摘要： PROBLEM TO BE SOLVED: To provide a pier which can be constructed in a short period of time, and a construction method of the pier.
SOLUTION: Firstly, an abutment 7 is constructed on one bank, and three main girders 4a about twice longer than a span are elongated in a river crossing direction from the abutment 7 in such a manner that the abutment 7 serves as a base point. Next, a material guiding girder 2a is temporarily held in the central section of the main girder 4a (refer to Fig. 6(a)). Subsequently, after the temporarily held girder 2a is fixed, a material guiding girder 2b is temporarily held at the leading end of the main girder 4a, and fixed. Two main girders 4b about twice longer than the span are further elongated in the river crossing direction from the girder 2a in such a manner as to lay astride the girder 2b. A material guiding girder 2c is temporarily held at the leading end of the main girder 4b (refer to Fig. 6(c)). After that, the above operations are repeated. This enables the pier to be constructed in a short period of time.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供可以在短时间内构造的码头和码头的施工方法。解决方案：首先，将一个支座7构造在一个堤岸上，并且三个主跨梁4a大约比跨度大两倍的长度从桥接件7沿河流方向伸长，使得支座7用作底座点。接下来，材料引导梁2a临时保持在主梁4a的中心部（参照图6（a））。随后，在暂时保持的梁2a固定之后，材料导向梁2b临时保持在主梁4a的前端并固定。沿着横跨两段长度的两条主梁4b沿着横梁方向从大梁2a延伸，以横跨大梁2b的方式延伸。材料导向梁2c临时保持在主梁4b的前端（参照图6（c））。之后，重复上述操作。这使得码头可以在短时间内建成。版权所有（C）2006，JPO＆NCIPI

8. 发明专利

JP2005060986A Temporary bridge pier unit and method for constructing temporary bridge pier by using the unit 有权
标题翻译：临时桥梁单元及使用单元构造临时桥梁的方法
公开(公告)号：JP2005060986A
公开(公告)日：2005-03-10
申请号：JP2003290628
申请日：2003-08-08
申请人： Hanshin Kensetsu Co Ltd , 株式会社ハンシン建設
发明人： IWAI SHOZO
IPC分类号： E01D19/02 , E01D21/00
摘要： PROBLEM TO BE SOLVED: To provide a temporary bridge pier unit which enables a temporary pier to be constructed in an extremely short period of time, and a method for constructing a temporary bridge pier by using the unit.
SOLUTION: A plurality of tubular bodies 11, a frame 12 and a receiving bag 13 are included as a unit in the temporary bridge pier unit 1. The unit 1 is constructed by installing the unit 1 in an installation place after the temporarily constructed unit 1 is transported to the target installation place by a carrier ship. The unit 1 is installed by bringing the plurality of tubular bodies 11 into contact with the bottom of a river, stabilizing each of the tubular bodies 11 via the receiving bag 13, and fixing each of the tubular body 11 and the frame 12 together after that.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：提供一种能够在极短的时间内构建临时码头的临时桥墩单元，以及通过使用该单元构造临时桥墩的方法。解决方案：在临时桥墩单元1中，多个管体11，框架12和接收袋13作为一个单元被包括在一起。单元1通过将单元1安装在临时的桥墩单元1之后的安装位置构造的单元1由承运船运送到目标安装地点。通过使多个管状体11与河底接触来安装单元1，通过接收袋13稳定每个管状体11，并且在此之后将管状体11和框架12中的每一个固定在一起。版权所有（C）2005，JPO＆NCIPI

9. 发明专利

JP2003090195A SLUDGE PROCESSING EQUIPMENT IN SLURRY-THICKENING SYSTEM TYPE OR HIGH DENSITY SLURRY TYPE PIPE JACKING METHOD 有权
公开(公告)号：JP2003090195A
公开(公告)日：2003-03-28
申请号：JP2002130781
申请日：2002-05-02
申请人： HANSHIN KENSETSU CO LTD
发明人： SABI YOSHIAKI , FUKUDA KOJI , HAYASHI RYUJI
IPC分类号： E21D9/12 , B03B5/00 , C02F11/00 , E21D9/06 , E21D9/13
摘要： PROBLEM TO BE SOLVED: To satisfy a request for reducing generating industrial waste by attaining reuse by separating mud generated by a slurry-thickening system or high density slurry type pipe jacking method into muddy water and sediment. SOLUTION: A mud classifier 13 used for a muddy water type pipe jacking method is used in sludge processing equipment 10 by the slurry-thickening system type or high density slurry type pipe jacking method. A shower device 24 is added to the mud classifier 13. Nozzle ports 26 to 30 are arranged in the shower device 24. The nozzle ports 26 and 27 sprinkle water on mud on a primary separating mesh screen 17. The nozzle port 28 sprinkles water on the mud on a guiding gutter 19 guided to a vibrating sieve 15 from an outlet of a screw feeder 12. The nozzle ports 29 and 30 sprinkle water on the mud on a secondary separating mesh screen 18. Sprinkling water is used by pumping out the muddy water in an adjusting tank 20.

10. 发明专利

JP2003082981A Thick mud type jacking device by low thrust system 有权
标题翻译：通过低扭矩系统的厚度类型的脱模装置
公开(公告)号：JP2003082981A
公开(公告)日：2003-03-19
申请号：JP2001273708
申请日：2001-09-10
申请人： Hanshin Kensetsu Co Ltd , Yuasa Kensetsu Kikai Hanbai Kk , ユアサ建設機械販売株式会社 , 株式会社ハンシン建設
发明人： SABI YOSHIAKI , FUKUDA KOJI , NAKAMURA KOICHI , MUNAKATA KOKUYO
IPC分类号： E21D9/06
摘要： PROBLEM TO BE SOLVED: To provide a thick mud type jacking device suitable for injecting a lubricant, useful for restraining the deterioration of a tail void or reconstruction. SOLUTION: This thick mud type jacking device by a low thrust system is characterized in that a jacking pipe for injecting the lubricant and a jacking pipe not for injecting the lubricant are arranged between a boring machine 1 and an initial pushing jack 2, at least one of jacking pipes for injecting the lubricant is constituted as a thrust monitor jack pipe 31, and while confirming in which section thrust increases from a pipe outer peripheral resistance value based on respective ones of pressure of the initial pushing jack and pressure of a monitor jack, the lubricant is injected into a required section.
摘要翻译：要解决的问题：提供一种适用于注射润滑剂的稠泥型起重装置，其用于抑制尾部空隙的劣化或重建。解决方案：通过低推力系统，这种厚泥浆型起重装置的特征在于，在镗床1和初始推压千斤顶2之间设置用于注入润滑剂的顶升管和不用于注入润滑剂的顶起管，至少一个用于注入润滑剂的起落管构成为推力监视器千斤顶管31，并且在确定基于初始推压千斤顶的压力和监视器千斤顶的压力的管外周电阻值的哪个截面推力增加的情况下，将润滑剂注入所需的部分。

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