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41. 发明专利

JP2004308199A Water bottom polluted ground stabilization processing construction method and water bottom polluted ground processing construction method 审中-公开
标题翻译：水底喷涂地基稳定加工施工方法和水底涂布地面加工施工方法
公开(公告)号：JP2004308199A
公开(公告)日：2004-11-04
申请号：JP2003101699
申请日：2003-04-04
申请人： Yoshihiko Maeno , Penta Ocean Constr Co Ltd , 五洋建設株式会社 , 賀彦前野
发明人： MAENO YOSHIHIKO , KURUMADA YOSHINORI , IKEDA SHOZO , MORIYA NORIAKI
IPC分类号： E02B3/00 , B01F7/16 , C02F11/00 , E02D3/12
摘要： PROBLEM TO BE SOLVED: To provide a water bottom polluted ground stabilization processing construction method for inexpensively solidifying the water bottom ground having a polluted floating mud layer on a surface without diffusing the floating mud layer.
SOLUTION: This construction method is characterized in that a cylindrical casing 10 having the closed upper end side and the opened lower end side is pressed in the water bottom ground 20 including a pollutant while applying a static load; sediment in the casing is solidified by mixing and agitating a solidification material in weak mud including the floating mud layer 20a in the casing 10; a columnar solidified ground higher than the surrounding floating mud layer 20a is formed; and then, the casing 10 is extracted.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：提供一种水底污染的地面稳定化处理施工方法，用于在表面上廉价地固化具有污染的浮泥层的水底地面而不扩散浮泥层。解决方案：该施工方法的特征在于，在施加静载荷的同时，在具有封闭的上端侧和敞开的下端侧的圆筒形壳体10被压在包括污染物的水底面20中; 通过在包括壳体10中的浮泥层20a的弱泥浆中混合和搅拌固化材料来使壳体中的沉淀物固化; 形成高于周围浮泥层20a的柱状固化地面; 然后取出外壳10。版权所有（C）2005，JPO＆NCIPI

42. 发明专利

JP2004297111A Unmanned construction system 审中-公开
公开(公告)号：JP2004297111A
公开(公告)日：2004-10-21
申请号：JP2003082625
申请日：2003-03-25
申请人： Penta Ocean Constr Co Ltd , 五洋建設株式会社
发明人： KAKEGAWA TOMOYUKI , SHIGEMATSU BUNJI , SUGIMOTO HIDEKI
IPC分类号： H04Q9/00 , H04B7/155 , H04B7/26
摘要： PROBLEM TO BE SOLVED: To provide an unmanned construction system for utilizing a wireless LAN and adopting a noncontact method for suppressing a transmission delay through wireless transmission and supplying power to a wireless relaying apparatus.
SOLUTION: The unmanned construction system includes: optical communication cables installed within a construction range and interconnecting relaying apparatuses at a prescribed interval; an optical communication means for transmitting / receiving packet data for remotely controlling construction machines; a remote controller for remotely controlling the construction machines via them; and the wireless relaying apparatus for relaying the packet data transmitted / received between the construction machines and the remote controller, and each of the relaying apparatuses connected to the cables is provided with a signal conversion means that converts the packet data relayed by the wireless relaying apparatus into an optical signal, transmits the signal to the remote controller, converts the optical signal transmitted from the remote controller into a signal and wirelessly transmits the signal to the wireless relaying apparatus.
COPYRIGHT: (C)2005,JPO&NCIPI

43. 发明专利

JP2004293157A Structure base isolation foundation 审中-公开
标题翻译：结构基础隔离基金会
公开(公告)号：JP2004293157A
公开(公告)日：2004-10-21
申请号：JP2003087104
申请日：2003-03-27
申请人： Osamu Kiyomiya , Oriental Consultants:Kk , Penta Ocean Constr Co Ltd , 五洋建設株式会社 , 株式会社オリエンタルコンサルタンツ , 理清宮
发明人： KIYOMIYA OSAMU , YASU DOSHO , WATANABE TSUTOMU , OTAKE SHOGO , KUROSAKI NOBUHIRO , TAMURA TAMOTSU
IPC分类号： E02D3/12 , E01D19/02 , E02D27/12 , E02D27/32 , E02D27/34
摘要： PROBLEM TO BE SOLVED: To provide an inexpensive structure base isolation foundation for suitably coping with secondary force by fault displacement and ground displacement causing residual deformation of the surrounding ground in a foundation of a building such as a bridge constructed in the vicinity of the weak ground and a fault becoming large in deformation of the surface layer ground by an earthquake.
SOLUTION: A structure 30 is placed on the foundation 31 constructed in the ground 32, and a base isolation layer 35 is interposed between a structure loading surface 33 of a foundation upper surface and an under surface of the structure. The base isolation layer 35 has a horizontal movement restricting means 36 capable of relatively moving the structure under surface in the horizontal direction to the structure loading surface 33 via a shock absorbing material 40, and restricting the excessive horizontal directional movement of the structure 30 to the foundation 31 around the structure loading surface 33.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：为了提供一种廉价的结构基础隔离基础，用于通过故障位移和地面位移适当地应对次级力，引起周围地面的残余变形，建筑物的基础例如在建筑物附近建造的桥梁弱地面和地震地表层变形变大。解决方案：结构30放置在构造在地面32中的基座31上，并且基础隔离层35插入在基础上表面的结构加载表面33和结构的下表面之间。基部隔离层35具有水平移动限制装置36，其能够通过冲击吸收材料40将水平方向的表面下方的结构相对移动到结构装载面33，并且将结构体30的过度的水平方向移动限制到基础31围绕结构承载面33。版权所有（C）2005，JPO＆NCIPI

44. 发明专利

JP2004244938A Hollow material unit and installation method therefor 有权
公开(公告)号：JP2004244938A
公开(公告)日：2004-09-02
申请号：JP2003036461
申请日：2003-02-14
申请人： Penta Ocean Constr Co Ltd , Tokyo Kogyo Boyeki Shokai Ltd , 五洋建設株式会社 , 株式会社東京興業貿易商会
发明人： ODA YASUHIRO , HOSOI YASUYUKI , BONSHIHARA TOSHIRO
IPC分类号： E04B5/32 , E04C5/20
CPC分类号： E04B5/328
摘要： PROBLEM TO BE SOLVED: To provide a hollow material unit, which can be easily installed in a slab form without requiring much labor, and an installation method therefor. SOLUTION: In this hollow material unit 1, lattice-shaped or linear tie rods 4, which are placed on the top parts of hollow materials 2 arranged at proper intervals in longitudinal and lateral directions, are mounted by means of embedded anchors 3 whose lower parts are stuck into the hollow materials 2, and backward protrusions 8 for preventing a disconnection are provided in the lower part of the embedded anchor 3. COPYRIGHT: (C)2004,JPO&NCIPI

45. 发明专利

JP2004204539A Soundproof and dustproof method in tunnel work and facility truck 审中-公开
标题翻译：隧道工程和设备卡车的防爆和防尘方法
公开(公告)号：JP2004204539A
公开(公告)日：2004-07-22
申请号：JP2002374377
申请日：2002-12-25
申请人： Gifu Kogyo Co Ltd , Penta Ocean Constr Co Ltd , 五洋建設株式会社 , 岐阜工業株式会社
发明人： YOKOYAMA MASASHI , KITAGAWA TSUTOMU , INAGAWA YUKIHISA
IPC分类号： E21F5/00 , E21F1/14
摘要： PROBLEM TO BE SOLVED: To improve a mobility, a soundproofness and the braking properties of a sound insulating wall, and to enhance the work environments of working regions before and after a truck.
SOLUTION: In soundproof and dustproof methods of the working regions in an excavated tunnel, a facility truck, in which an air-supply duct 22 and an exhaust duct 24 are disposed on an upper section, a traveling mechanism 26 and a brake mechanism 28 are disposed on a lower section and the sound insulating walls 44, which cover approximately the whole region of a tunnel cross section, to which open-close door sections 40 passing heavy machinery and cars are formed and sealing materials 42 are arranged on outer peripheral edges, are disposed on a front section respectively, is moved to a region immediately after an excavation. In the methods, an excavation region in front of the truck is supplied with fresh air while dust is collected by interrupting front and rear sections in the tunnel 14 of the moved truck by the walls 44, and the work environments in the working regions before and after the truck are improved.
COPYRIGHT: (C)2004,JPO&NCIPI
摘要翻译：要解决的问题：提高隔音墙的移动性，隔音性和制动性，并提高车辆前后工作区域的工作环境。解决方案：在挖掘隧道的工作区域的隔音和防尘方法中，设置在上部设置有供气管道22和排气管道24的设备车辆，行驶机构26和制动器机构28设置在下部，并且覆盖隧道横截面的大致整个区域的隔音壁44形成有通过重型机械和轿厢的开闭门部40，密封材料42布置在外部分别设置在前部的周边边缘移动到紧接在挖掘之后的区域。在这些方法中，在车辆前面的挖掘区域被供给新鲜空气，同时通过中断穿过移动的卡车的隧道14中的前部和后部的区域，通过壁44以及工作区域中的工作环境和卡车改进后。版权所有（C）2004，JPO＆NCIPI

46. 发明专利

JP2004183364A Underground continuous cut off wall structure in land 审中-公开
公开(公告)号：JP2004183364A
公开(公告)日：2004-07-02
申请号：JP2002352905
申请日：2002-12-04
申请人： Penta Ocean Constr Co Ltd , Port & Airport Research Institute , Yokohama National Univ , 五洋建設株式会社 , 横浜国立大学長 , 独立行政法人港湾空港技術研究所
发明人： TSUCHIDA TAKASHI , WATABE YOICHI , IMAI GORO , YAMADA KOICHI
IPC分类号： E02D5/20 , B09C1/00 , B09C1/04
摘要： PROBLEM TO BE SOLVED: To provide an underground continuous cut off wall structure in land improving the durability, withstanding a strong external force in an earthquake without damage, bringing no crack by the ground movement, impairing no water sealability, and forming land at a low cost as compared with the in-situ solidified wall or a continuous underground wall.
SOLUTION: The underground continuous cut off wall in land is constituted by filling a filler 33 made by modifying to a gelatinous condition by adding clay minerals and a gelatinizer into a clay-suspension with an adjusted moisture content and mixing an impervious material having a deformation following nature with sand or aggregate such as crushed stones into a continuous underground ditch 30 formed in the depth down to the underground impervious layer 22.
COPYRIGHT: (C)2004,JPO&NCIPI

47. 发明专利

JP2004181394A Water barrier base structure of waste reclaimed land 审中-公开
公开(公告)号：JP2004181394A
公开(公告)日：2004-07-02
申请号：JP2002352899
申请日：2002-12-04
申请人： Penta Ocean Constr Co Ltd , Port & Airport Research Institute , Yokohama National Univ , 五洋建設株式会社 , 横浜国立大学長 , 独立行政法人港湾空港技術研究所
发明人： TSUCHIDA TAKASHI , WATABE YOICHI , IMAI GORO , YAMADA KOICHI
IPC分类号： E02B3/12 , B09B1/00
CPC分类号： Y02W30/32
摘要： PROBLEM TO BE SOLVED: To provide a water barrier base structure of a waste reclaimed land sufficiently satisfying a water barrier property, and capable of maintaining the predetermined water barrier property with respect to an increase in the overburden pressure by charging waste, the external forces such as an earthquake or a billow, and the deformation such as uneven settlement of the foundation ground. SOLUTION: The surface of the permeable ground 1 at the bottom part of the reclaimed land is provided with water barrier material layers 13 with a deformation following property and formed by laminating water barrier materials having liquidity during lamination and the deformation following property after the lamination in a laminar state having the thickness providing a desired water barrier property. The surface of the water barrier material layers 13 with the deformation following properties is covered with a sheetlike material 14 such as geotextile for protecting the water barrier material layer with the deformation following property. The sheetlike material 14 is laminatedly pressed with the sheetlike material 14, and a coating material layer 15 is provided for protecting the sheetlike material 14 and the water barrier material layers 13 from landfill such as waste. COPYRIGHT: (C)2004,JPO&NCIPI

48. 发明专利

JP2004160330A Sludge treatment method 有权
公开(公告)号：JP2004160330A
公开(公告)日：2004-06-10
申请号：JP2002327888
申请日：2002-11-12
申请人： Fukoku Kogyo Kk , Penta Ocean Constr Co Ltd , Terunaito:Kk , 五洋建設株式会社 , 富国工業株式会社 , 株式会社テルナイト
发明人： NAGAE YASUSHI , SATO SATOSHI , ABE KATSUHISA , TANI YUICHI , INOASHI NOBORU , SASAKI KYUICHIRO , OMI NAOTAKA
IPC分类号： B01D21/01 , C02F11/14
摘要： PROBLEM TO BE SOLVED: To provide a sludge treatment method for treating sludge more inexpensively and efficiently than before.
SOLUTION: In the sludge treatment method, an aqueous solution of a dispersant is added to sludge in the first process to disperse soil particles and an aqueous solution of an anionic polymeric flocculant is added to the sludge in the second process to adsorb a polymer on the adsorbing points of the soil particles. An inorganic flocculant is added to the sludge under stirring in the third process not only to form flocs but also to make the flocs hydrophobic. Thereafter, a dehydrator is used to obtain dehydrated treated matter.
COPYRIGHT: (C)2004,JPO

49. 发明专利

JP2004150015A Dredge construction management method and apparatus 审中-公开
公开(公告)号：JP2004150015A
公开(公告)日：2004-05-27
申请号：JP2002312964
申请日：2002-10-28
申请人： Penta Ocean Constr Co Ltd , 五洋建設株式会社
发明人： TAJIMA MASANORI , KONDO TOSHIO , MUROTA YASUHIRO , KAWASAKI SHIGEHISA
IPC分类号： E02F3/88 , B63B35/00 , G01C13/00 , G01C15/00
摘要： PROBLEM TO BE SOLVED: To easily and efficiently perform the guidance of a dredger to a predetermined dredge area and the guidance of an excavated region without requiring skill in dredge construction work regarding a dredge construction management method.
SOLUTION: In this dredge construction management method for positioning the dredger and excavating the bottom of water in a prescribed excavating position of a dredge region by a grab suspended by a crane of the dredger, dredger guidance processing for guiding the dredger into the prescribed position near the dredge region, and grab guidance processing for guiding the grab into a prescribed dredge position, are separately carried out.
COPYRIGHT: (C)2004,JPO

50. 发明专利

JP2004131327A Material formed into zeolite 有权
公开(公告)号：JP2004131327A
公开(公告)日：2004-04-30
申请号：JP2002297042
申请日：2002-10-10
申请人： Chugoku Electric Power Co Inc:The , Maeda Corp , Penta Ocean Constr Co Ltd , 中国電力株式会社 , 五洋建設株式会社 , 前田建設工業株式会社
发明人： SHINTANI NOBORU , SAITO SUNAO , IKEDA RYOJI , OGUCHI FUKASHI , ABE TOSHIYUKI , SHIODA KOJI , YONETANI HIROSHI
IPC分类号： B09B3/00 , C01B39/20 , C01B39/28
摘要： PROBLEM TO BE SOLVED: To recycle coal ash which is industrial waste and to provide a material formed into zeolite which is easily manufactured and handled with a low production cost.
SOLUTION: The material is manufactured by reacting a granulated material obtained by mixing the coal ash with a solidifying agent and water and granulating with an alkali aqueous solution to form a portion of the granulated material into zeolite. The portion formed into zeolite is formed on the surface part of the material so that the portion formed into zeolite does not exist in the core part.
COPYRIGHT: (C)2004,JPO

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