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1. 发明专利

JP2008031844A Competition situation measuring device in tail part of shield machine 有权
标题翻译：竞争情况测量装置在屏蔽机尾部
公开(公告)号：JP2008031844A
公开(公告)日：2008-02-14
申请号：JP2007277445
申请日：2007-10-25
申请人： Penta Ocean Constr Co Ltd , 五洋建設株式会社
发明人： SUGIMOTO HIDEKI , MATSUFUJI HIROYUKI , MASUTANI MASAHARU
IPC分类号： E21D9/06
摘要： PROBLEM TO BE SOLVED: To provide a competition situation measuring method in a tail of a shield machine and a device therefor which can provide in real time the knowledge of a competition situation between a tail seal and lining work which is squeeezed in the tail seal. SOLUTION: A plurality of pressure sensors 12 are circumferentially provided at the tail-seal attaching part of the tail of the shield machine at predetermined intervals. When excavation is performed by reaction force while extruding the lining work 20 which is extended by a segment assembled in the tail, pressure distribution in the tail is measured from pressure data from each pressure sensor 12. COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供一种盾构机的尾部的竞争情况测量方法及其装置，其可以实时提供在尾部密封和衬里工作之间的竞争情况的知识，该衬里工作在尾封。解决方案：多个压力传感器12以预定的间隔周向地设置在屏蔽机器尾部的尾部密封附接部分。当通过反作用力进行挖掘时，挤出由尾部组装的段延伸的衬里工件20，从每个压力传感器12的压力数据测量尾部的压力分布。（C）2008年， JPO＆INPIT

2. 发明专利

JP2008031820A Long-period wave reducing countermeasure structure 有权
标题翻译：长周期波浪减少对策测量结构
公开(公告)号：JP2008031820A
公开(公告)日：2008-02-14
申请号：JP2006312493
申请日：2006-11-20
申请人： Penta Ocean Constr Co Ltd , Port & Airport Research Institute , 五洋建設株式会社 , 独立行政法人港湾空港技術研究所
发明人： HIRAISHI TETSUYA , OSHIMA KAORI , MORIYA YOICHI , TSURU MASATO , SUGITA SHIGEKI
IPC分类号： E02B3/06
CPC分类号： Y02A10/15 , Y02A10/18
摘要： PROBLEM TO BE SOLVED: To provide a long-period wave reducing countermeasure structure small in scale capable of suitably dissipating long-period waves.
SOLUTION: The long-period wave reducing countermeasure structure has a vertical water port opened in a front wall of a marine structure facing the sea side to receive long-period waves and having a retarding part behind the water port to communicate with the water port. The long-period wave reducing countermeasure structure is characterized by constructing the front wall of steel sheet piles, steel pipe sheet piles or concrete sheet piles, and suitable as a landing pier, quaywall, revetment or breakwater.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供能够适当地消散长周期波的小规模的长周期波浪减少对策结构。解决方案：长周期波浪降低对策结构具有在面向海侧的海洋结构的前壁中开放的垂直水口，以接收长周期波，并且在水口后面具有延迟部分以与水口长期减波对策结构的特点是构造钢板桩，钢管桩桩或混凝土桩桩的前壁，适合作为登陆码头，码头，护岸或防波堤。版权所有（C）2008，JPO＆INPIT

3. 发明专利

JP2007247324A Manufacturing method for lightweight soil 有权
标题翻译：轻型土壤的制造方法
公开(公告)号：JP2007247324A
公开(公告)日：2007-09-27
申请号：JP2006074398
申请日：2006-03-17
申请人： Penta Ocean Constr Co Ltd , 五洋建設株式会社
发明人： SHIODA KOJI , NIIYA HIROSHI , WATANABE MASAYA
IPC分类号： E02F7/00 , B07B1/00
摘要： PROBLEM TO BE SOLVED: To provide a manufacturing method for lightweight soil that is economic and advantageous for environmental protection.
SOLUTION: By the manufacturing method for lightweight soil, mud 2 is obtained, and then classified to remove sand from the mud 2, thereby formed into a basic material 33 containing a number of fine grains. Subsequently, cement 36 and bubbles 37 are mixed into the basic material 33.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供一种经济且有利于环境保护的轻质土壤的制造方法。解决方案：通过轻质土壤的制造方法，获得泥浆2，然后分级以从泥浆2中除去砂，从而形成含有许多细颗粒的碱性物质33。随后，将水泥36和气泡37混入基材33.版权所有（C）2007，JPO＆INPIT

4. 发明专利

JP2007205002A Cutter bit for shield machine, cutter bit loading tool, and cutter bit loading method 审中-公开
标题翻译：切割机切割机，切割机加载工具和切割机加载方法
公开(公告)号：JP2007205002A
公开(公告)日：2007-08-16
申请号：JP2006024122
申请日：2006-02-01
申请人： Jfe Engineering Kk , Jfeエンジニアリング株式会社 , Penta Ocean Constr Co Ltd , 五洋建設株式会社
发明人： YOSHII MASARU , ARAKI KENJI , HARA SHUICHI
IPC分类号： E21D9/087
摘要： PROBLEM TO BE SOLVED: To provide cutter bits, a cutter bit handling tool and a cutter bit loading method for efficiently performing cutter bit mounting work into a cutter bit loading box in loading the cutter bits. SOLUTION: The cutter bits 11 are used for a shield machine wherein the cutter bits 11 are mounted in the cutter bit loading box 25 installed at a cutter head center cylinder part 5, and the cutter bits 11 are sequentially supplied from the cutter bit loading box 25 and loaded into a cutter spoke 7 radially extended from the cutter head center cylinder part 5. A tool mounting part 11d is provided for detachably mounting the cutter bit handling tool 30 for use in mounting the cutter bits 11 into the cutter bit loading box 25 and/or taking the cutter bits 11 out of the cutter bit loading box 25. COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供切削刀头，切削刀头加工刀具和切削刀头加载方法，用于在加载切削刀头时有效地执行切削刀头加工箱中的刀具加工箱。解决方案：切割刀头11用于屏蔽机器，其中切割刀头11安装在安装在刀头中心圆柱体部分5处的刀具加载箱25中，并且刀具刀具11从刀具顺序地供应并装载到从刀头中心圆筒部分5径向延伸的刀具轮辐7中。刀具安装部分11d被设置用于可拆卸地安装刀具加工工具30，用于将刀具刀头11安装到刀头中装载箱25和/或将切割刀头11从刀头加载箱25中取出。（C）2007年，JPO和INPIT

5. 发明专利

JP2007191864A Cutter bit mounting box for shield machine, support device for the cutter bit mounting box, shield machine, and cutter bit mounting method 有权
标题翻译：切割机安装盒，切割机安装盒，屏蔽机和切割机安装方法的支持设备
公开(公告)号：JP2007191864A
公开(公告)日：2007-08-02
申请号：JP2006008545
申请日：2006-01-17
申请人： Jfe Engineering Kk , Jfeエンジニアリング株式会社 , Penta Ocean Constr Co Ltd , 五洋建設株式会社
发明人： YOSHII MASARU , ARAKI KENJI , HARA SHUICHI
IPC分类号： E21D9/087
摘要： PROBLEM TO BE SOLVED: To provide a cutter bit mounting box for obtaining a cutter bit mounting device of a shield machine, which is simple in structure, low in cost, and free from a problem of a footprint. SOLUTION: The cutter bit mounting box 25 is provided for the cutter bit mounting device which successively supplies cutter bits 11 to cutter spokes 7 radially extending from a cutter head central cylinder 5, beginning from the center of the cutter head, to thereby mount the cutter bits 11 on the cutter spokes 7. The cutter bit mounting box 25 has a cutter bit mounting door 39 for communicating with the interior of the machine, and an opening section 41 arranged so as to be opposed to an openable gate 29 formed in the cutter head central cylinder 5. Then the cutter bit mounting box 25 is dismountably mounted in the cutter head central cylinder 5. COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供一种用于获得屏蔽机器的切割刀头安装装置的切割刀头安装盒，其结构简单，成本低，并且没有占地面积的问题。解决方案：切刀钻头安装箱25设置用于切刀钻头安装装置，该切刀钻头安装装置从切割头中心开始从切割头中心筒5径向延伸的切割轮辐7连续地供给切割刀头11，从而将切割刀头11安装在刀具轮辐7上。刀头安装盒25具有用于与机器内部连通的切割刀头安装门39和布置成与形成的可打开门29相对的开口部41 然后，刀头安装盒25可拆卸地安装在刀头中心筒5中。（C）2007，JPO＆INPIT

6. 发明专利

JP2007155495A Investigation method of underground contamination 有权
标题翻译：地下污染调查方法
公开(公告)号：JP2007155495A
公开(公告)日：2007-06-21
申请号：JP2005351003
申请日：2005-12-05
申请人： Penta Ocean Constr Co Ltd , 五洋建設株式会社
发明人： UEDA MASAKI , TANAKA YUICHI , INOASHI NOBORU
IPC分类号： G01N1/08 , B09C1/00 , E02D1/04 , E02D1/06 , E21B49/00
摘要： PROBLEM TO BE SOLVED: To provide an investigation method of underground contamination which makes a small number of times enough for investigation, enables investigation even in a region covered with a building or the like, and simplifies excavation work.
SOLUTION: When an excavation bit 2 is pushed forward in the ground by a support device S to perform the investigation of the soil contamination in the ground, a sheath pipe 1 is propelled while protruding the excavation rod 2 accompanied by the work of the support device S while muddy water is supplied to an excavation bit 3 from the support device S through the excavation rod 2 to be sucked by a pump 20 so as to be returned to the support device S along with excavated soil from the drain hole 1a provided to the sheath pipe 1 through the sheath pipe 1 while ejected by the excavation bit 3. The sucked excavated soil and the muddy water are supplied to a contaminant detector 22.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：为了提供足够少的调查的地下污染物的调查方法，即使在建筑物等覆盖的区域也能够进行调查，并且简化了挖掘工作。解决方案：当挖掘钻头2由支撑装置S在地面上向前推进时，对地面上的土壤污染进行调查，护套管1被推进，同时突出挖掘杆2伴随着工作支撑装置S，同时通过挖掘杆2将来自支撑装置S的泥浆水从支撑装置S供给到挖掘钻头3以由泵20吸入，以便与排水孔1a的挖掘的土壤一起返回到支撑装置S 在被挖掘钻头3喷射的同时通过护套管1提供给护套管1.吸入的挖掘土壤和泥浆水被供给到污染物检测器22.（C）2007，JPO＆INPIT

7. 发明专利

JP2007146538A Method of treating pile head of on-site-formed pile 有权
标题翻译：处理现场形成桩的方法
公开(公告)号：JP2007146538A
公开(公告)日：2007-06-14
申请号：JP2005343837
申请日：2005-11-29
申请人： Haseko Corp , High Frequency Heattreat Co Ltd , Kajima Corp , Matsui Construction Co Ltd , Nishimatsu Constr Co Ltd , Okumura Corp , Penta Ocean Constr Co Ltd , Sumitomo Mitsui Construction Co Ltd , Tobishima Corp , Toda Constr Co Ltd , 三井住友建設株式会社 , 五洋建設株式会社 , 戸田建設株式会社 , 松井建設株式会社 , 株式会社奥村組 , 株式会社長谷工コーポレーション , 西松建設株式会社 , 飛島建設株式会社 , 高周波熱錬株式会社 , 鹿島建設株式会社
发明人： SHIMIZU MIKIO , SAITO OSAMU , YOSHIMATSU TOSHIYUKI , FUNAKI HIDETAKA , HATA MASAFUMI , YAMAURA ICHIRO , KATO MASATOSHI , ISEMOTO NORIAKI , YASUI YOSHITOSHI , KANEKO OSAMU , HOTTA KIYOSHI , KAWAKAMI YOSHITO , TAKEUCHI YOSHIO , ARAI TOSHIAKI , SUGIURA ISAMU , IMANISHI GORYU , KAMOGAWA NAOMASA , ONISHI KAZUHIKO , KOBAYASHI HITOSHI , HORIKOSHI AKIHITO , NISHIMURA NORIYOSHI , AOYAMA TAKAYUKI , MOTOI MITSUO , MURATA YOSHIYUKI , OKANO TAKAYOSHI
IPC分类号： E02D5/34
摘要： PROBLEM TO BE SOLVED: To provide a method of treating a pile head of an on-site-formed pile by which the treatment of the pile head in accordance with a designed diameter of the on-site-formed pile can be easily carried out without causing a damage like a chip accompanied by the treatment of the pile head.
SOLUTION: A reinforcing cage 2 is placed in an excavated vertical hole 1. A pile-diameter-forming guide ring 3 is formed to have the same or substantially the same diameter as the designed diameter of the pile 6 which is to be formed, and is provided with a projecting cap-ring mounting guide 3a to mount a cap ring 7 on the outer periphery. The guide ring 3 is concentrically mounted on an upper end part of the reinforcing cage 2 at the same position or substantially the same position as that of a designed level of the pile 6. Concrete 4 is placed in the vertical hole 1 to the level higher than that of the guide ring 3. After the concrete 4 is cured, the concrete in a part higher than the mounting level of the guide ring 3 is removed.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供一种处理现场成形桩的桩头的方法，根据现场形成的桩的设计直径可以容易地处理桩头进行而不引起像芯片一样的损伤，伴随着桩头的处理。解决方案：将加强保持架2放置在挖掘的垂直孔1中。形成直径成形的导向环3，其直径与要设计的桩6的设计直径相同或基本相同并且设置有突出的盖环安装引导件3a，以将盖环7安装在外周上。引导环3同心地安装在加固保持架2的上端部上，位于与桩6的设计水平相同的位置或基本相同的位置。混凝土4被放置在垂直孔1中以使其更高混凝土4固化后，将高于引导环3的安装高度的部分去除混凝土。版权所有（C）2007，JPO＆INPIT

8. 发明专利

JP2007127453A Analyzing method of very small amount of element in aqueous solution 有权
标题翻译：在水溶液中非常小量元素的分析方法
公开(公告)号：JP2007127453A
公开(公告)日：2007-05-24
申请号：JP2005318587
申请日：2005-11-01
申请人： Domi Kankyo Kk , domi環境株式会社 , Penta Ocean Constr Co Ltd , 五洋建設株式会社
发明人： ISOGAI TETSUYA
IPC分类号： G01N23/223 , G01N1/10
摘要： PROBLEM TO BE SOLVED: To provide an analyzing method of a very small amount of an element in an aqueous solution capable of simply performing the concentration analysis of a very small amount of the element present in the aqueous solution with precision of a relatively high level using a fluorescent X-ray analyzer.
SOLUTION: The aqueous solution 1 containing a very small amount of the element is put in a boiling container 3 along with an adsorbing material 2 and heated to evaporate moisture. The solid component 5 containing the adsorbing material in the boiling container left after the evaporation of moisture is ground down into a fine powdery or particulate state and the content of a very small amount of the element in the obtained powdery or granular sample is measured using the fluorescent X-ray analyzer 9.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：为了提供能够简单地以相对较精确地精确地进行水溶液中存在的极少量元素的浓度分析的水溶液中的非常少量的元素的分析方法高水平使用荧光X射线分析仪。解决方案：将含有极少量元素的水溶液1与吸附材料2一起放入沸腾容器3中并加热以蒸发水分。将含有蒸发水分后留下的沸腾容器内的吸附材料的固体成分5研磨成细粉状或微粒状，得到的粉末状或粒状样品中的微量元素的含量使用荧光X射线分析仪9.版权所有（C）2007，JPO＆INPIT

9. 发明专利

JP2007126941A Method for preventing effluence of reclamation material on seashore 审中-公开
标题翻译：预防吸收材料对海水的影响的方法
公开(公告)号：JP2007126941A
公开(公告)日：2007-05-24
申请号：JP2005322467
申请日：2005-11-07
申请人： Marino Forum 21 , Penta Ocean Constr Co Ltd , 五洋建設株式会社 , 社団法人マリノフォーラム二十一
发明人： SHIMATANI MANABU , SHIMIZU HIDEHISA , SUMITA HIROSHI
IPC分类号： E02B3/06
CPC分类号： Y02A10/15
摘要： PROBLEM TO BE SOLVED: To provide a method for preventing reclamation material on an artificially-developed seashore from being effluented by ocean waves or tidal current, that can provide a suitable environment for growth of benthos, and is advantageous in cost.
SOLUTION: The method for preventing effluence of a reclamation material 2 on seashore 3 includes placing two or more submerged breakwaters 5 toward offshore spacing from each other at an interval of less than a designed offshore wave, on a ground of the seashore formed by developing the reclamation material 2 on an original ground 1, or on the reclamation material. The reclamation material is formed of one or more of sand, silt, and clay. The submerged breakwater 5 is formed of one or more of stone material, concrete material, brick material, and artificial solidification material using a dredge soil. Moreover, the submerged breakwater 5 is a trapezoidal shape in its cross-section, and includes a bottom-sediment permeation-preventing portion in its core.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供一种防止人造海滨的填海材料被海浪或潮汐流排出的方法，这可以为底栖生长的生长提供合适的环境，并且成本有利。解决方案：用于防止填海材料2在海滨3的流出的方法包括将两个或更多个浸没的防波堤5以小于设计的海上波浪的间隔彼此隔开，以形成海滨的地面通过在原始地面1或填海材料上开发填海材料2。回收材料由砂，粉砂和粘土中的一种或多种形成。淹没防波堤5由一种或多种石材，混凝土材料，砖材料和使用疏浚土的人造固化材料形成。此外，淹水防波堤5的横截面为梯形，并且在其核心中包括底部沉积物防止渗透部分。版权所有（C）2007，JPO＆INPIT

10. 发明专利

JP2007126906A Vacuum consolidation improving method of permeable layer mixture soft ground 有权
标题翻译：真空综合改善渗透层混合软土地基的方法
公开(公告)号：JP2007126906A
公开(公告)日：2007-05-24
申请号：JP2005321518
申请日：2005-11-04
申请人： Penta Ocean Constr Co Ltd , 五洋建設株式会社
发明人： YONETANI HIROSHI , NIIYA HIROSHI , NAGATSU TATSUO
IPC分类号： E02D3/10
摘要： PROBLEM TO BE SOLVED: To provide a vacuum consolidation improving method having high reliability capable of being always and completely made to cut off water supply from a permeable layer of a soft ground wherein the permeable layer is mixed.
SOLUTION: In the case the vacuum consolidation of the permeable layer mixture soft ground having soft clay layers 1 of both up and down of the permeable layer 2 located in an intermediate height position in the direction of the depth is improved, the permeable layer 2 is vertically penetrated, a permeable layer water pipe 5 having a length which does not suck water in the permeable layer 2 and a drain material 4 for sucking the water in the soft clay layer 1 are communicated with each other, a compound insertion material 3 connected to a length corresponding to the distribution in the vertical direction of the soft clay layer 1 and the permeable layer 2 is carried in a construction site, the permeable layer water pipe 5 is inserted into the depth vertically penetrating the permeable layer 2, and the inside is decompressed by a decompression means.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供一种可靠性高的可靠性的真空固结改进方法，该方法可以永久地和完全地从可渗透层混合的软质地层的可渗透层中切断供水。解决方案：在可渗透层混合物的真空固结软化地面，使得位于深度方向上的中间高度位置的可渗透层2的上下柔软粘土层1得到改善，层2垂直地穿透，在渗透层2中不吸水的可渗透层水管5和用于吸附软粘土层1中的水的排出材料4彼此连通，复合物插入材料连接到与软粘土层1和透水层2的垂直方向分布相对应的长度的3被承载在施工现场，渗透层水管5插入垂直穿透渗透层2的深度，并且内部由减压装置解压缩。版权所有（C）2007，JPO＆INPIT

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