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公开(公告)号：JP2009165969A
公开(公告)日：2009-07-30
申请号：JP2008007427
申请日：2008-01-16
Applicant: Takenaka Doboku Co Ltd , Takenaka Komuten Co Ltd , 株式会社竹中土木 , 株式会社竹中工務店
Inventor： KIMURA GEN , YAMAMOTO MITSUOKI , OKUDA NOBUYASU , NAGATA KOHEI , AOKI MASAMICHI , ASO SHUHEI , NAGASAWA TARO , HISHIKAWA AYAKO
Abstract: PROBLEM TO BE SOLVED: To provide a polluted soil detoxification system reduced in installation cost and running cost of a cleaning unit, in the case that decompression reduction heat decomposition dechlorination treatment is carried out by installing a decompression reduction heat decomposition apparatus is housed in the inside of a building. SOLUTION: The polluted soil detoxification system is a system using a decompression reduction heat decomposition apparatus 24 installed in the inside of a building 115 and includes a leakage detection means for detecting occurrence of the hazardous state of pollutant leakage, a ventilation unit 111 for discharging a gas outside of the building 115, a cleaning unit 112 for cleaning the gas containing polluting substances and discharging the gas outside of the building 115, and a switching damper 113 for switching the ventilation unit 111 and the cleaning unit 112 in a manner that the gas in the building 115 is discharged via the ventilation unit 111 while detouring the cleaning unit 112 in the case no hazardous state of leakage occurs and the gas in the building 115 is discharged via the ventilation unit 111 and the cleaning unit 112 in the case the hazardous state of leakage occurs. COPYRIGHT: (C)2009,JPO&INPIT
Abstract translation: 要解决的问题：为了提供降低清洁单元的安装成本和运行成本的污染的土壤排毒系统，在通过安装减压还原热分解装置进行减压还原热分解脱氯处理的情况下 在建筑物的内部。 解决方案：污染土壤排毒系统是使用安装在建筑物115内部的减压还原热分解装置24的系统，并且包括用于检测污染物泄漏的危险状态的发生的泄漏检测装置，通风单元111 用于在建筑物115外部排出气体的清洁单元112，用于清洁含有污染物质的气体并排出建筑物115外部的气体的清洁单元112和用于以这种方式切换通风单元111和清洁单元112的切换风门113 建筑物115中的气体在没有危险的泄漏状态的情况下通过通风单元111排出，同时迂回清洁单元112，并且建筑物115中的气体经由通风单元111和清洁单元112在 情况发生危险的泄漏状态。 版权所有（C）2009，JPO＆INPIT
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63.发明专利Material management system, material management method, and material management program 审中-公开材料管理系统，材料管理方法和材料管理方案
公开(公告)号：JP2009102894A
公开(公告)日：2009-05-14
申请号：JP2007276185
申请日：2007-10-24
Applicant: Takenaka Doboku Co Ltd , 株式会社竹中土木
Inventor： MORITA HIDETO , NAKAMURA SHIRO , ONISHI TSUNEYASU , HOSHIKAWA MAKOTO
Abstract: PROBLEM TO BE SOLVED: To provide a material management system, a material management method, and a material management program which can manage materials with greater precision. SOLUTION: The capacity of a transfer vehicle to carry a cement system material is calculated by a calculation part 44 for every transfer vehicle which is used for transferring the cement system material to the field where pouring is performed. Then a rectangular block of the size corresponding with the carrying capacity calculated for every transfer vehicle is derived as a management block which is a management unit of the cement system material, and information on characteristics indicating the characteristics of the cement system material is obtained for every management block which has been derived. Then information on a pouring position which indicates the actual pouring position of the cement system material by the transfer vehicle is detected for every transfer vehicle. The obtained information on characteristics and the detected information on the pouring position are linked to each other for every corresponding management block, and are stored in the secondary memory unit of a server device 20 provided in a construction office. COPYRIGHT: (C)2009,JPO&INPIT
Abstract translation: 要解决的问题：提供可以更精确地管理材料的材料管理系统，材料管理方法和材料管理程序。 解决方案：运输车辆携带水泥系统材料的能力由用于将水泥系统材料输送到进行浇注的场地的每个转运车辆的计算部分44计算。 然后导出与每个转移车辆计算的承载能力相对应的尺寸的矩形块作为作为水泥系统材料的管理单元的管理块，并且获得关于表示水泥系统材料的特性的特性的信息 管理块已经推出。 然后，对于每个转运车辆，检测表示通过转移车辆的水泥系统材料的实际倾倒位置的倾倒位置的信息。 获得的关于特性的信息和关于倾倒位置的检测信息相对于每个相应的管理块彼此链接，并且被存储在设置在建筑办公室中的服务器装置20的辅助存储单元中。 版权所有（C）2009，JPO＆INPIT
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公开(公告)号：JP2009091732A
公开(公告)日：2009-04-30
申请号：JP2007260835
申请日：2007-10-04
Applicant: Aisawa Construction Co Ltd , Aktio Corp , Nishimatsu Constr Co Ltd , Ohmoto Gumi Co Ltd , Takenaka Doboku Co Ltd , Toda Constr Co Ltd , アイサワ工業株式会社 , 戸田建設株式会社 , 株式会社アクティオ , 株式会社大本組 , 株式会社竹中土木 , 西松建設株式会社
Inventor： IWAI YOSHIO , NIBU MITSUKIMI , TSUJIMOTO SHINICHI , KANEKO NORIHIKO , TSURUOKA TAKAAKI , HANAMORI YUJI , TACHIBANA SHINICHI , TAKEMOTO JUNICHI , ARIMOCHI TERUHITO , TSUTSUMI SHINYA , OTSUKA TSUTOMU
Abstract: PROBLEM TO BE SOLVED: To provide a solid collection system of a shield machine capable of dispensing with an independent solid collection carrier when collecting solid matters in a pit in excavation over a long distance to achieve a satisfactory construction property and collecting the solid matters on the way to initial excavation. SOLUTION: This solid collection system of the shield machine cuts out the natural ground in an excavation path in a solid state by a cutter head and excavate it, transports the cut-out and excavated solid matters 32 collected up to a primary pretreating machine 30 in the pit through mud discharging pipes 24, 26 and 28 together with slurry in a chamber 12 by a mud discharging pump 22, and take the solid matters 32 out of the mud discharging pipe 28 and collect them by the primary pretreating machine 30. The primary pretreating machine 30 is installed on the following carrier 34 connected with the shield machine, and the mud discharging pipe 26 between the first mud discharging pump 22 and a section close to the primary pretreating machine 30 is formed of a pressure-loss increasing special pipe having a resistance part for increasing the resistance of the mud discharging pipe itself on an internal wall face to keep working face water pressure. COPYRIGHT: (C)2009,JPO&INPIT
Abstract translation: 要解决的问题：提供一种盾构机的固体收集系统，其能够在长距离挖掘中收集固体物质的同时分配独立的固体收集载体，以获得令人满意的施工性能并收集固体 在初步挖掘途中的事情。
解决方案：盾构机的这种固体收集系统通过刀头将固体状态的挖掘路径中的自然地面切割并挖掘，将采集的切割和挖掘的固体物质32运送到初级预处理 泥浆排出管24,26和28中的泥浆机30通过泥浆排出泵22与浆料12一起在泥浆排出管22中，并将固体物质32从泥浆排出管28中取出，并通过初级预处理机30收集 初级预处理机30安装在与屏蔽机连接的下一个载体34上，第一泥浆排出泵22和靠近初级预处理机30的部分之间的排泥管26由压力损失增加 专用管具有用于增加泥浆排放管本身在内壁面上的阻力的阻力部分，以保持工作面的水压。 版权所有（C）2009，JPO＆INPIT
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公开(公告)号：JP2009066492A
公开(公告)日：2009-04-02
申请号：JP2007236015
申请日：2007-09-11
Applicant: Takenaka Doboku Co Ltd , Takenaka Komuten Co Ltd , 株式会社竹中土木 , 株式会社竹中工務店
Inventor： KIMURA GEN , YAMAMOTO MITSUKI , OKUDA NOBUYASU , NAGATA KOHEI , AOKI MASAMICHI , ASO SHUHEI , NAGASAWA TARO , HISHIKAWA AYAKO
IPC: B09C1/06 , B01D53/34 , B01D53/60 , B01D53/74 , B01D53/81 , B01D53/86 , F23G7/06 , F26B17/32 , F26B21/00
Abstract: PROBLEM TO BE SOLVED: To provide a system for making contaminated soil harmless capable of surely cleaning exhaust coming out of its dryer by removing contaminants contained in the exhaust. SOLUTION: The system 1 for making contaminated soil harmless by decomposing contaminants contained in contaminated soil comprises: a dryer 21 for drying contaminated soil; a vacuum reduction-reactor/heater 24 for decomposing contaminants contained in contaminated soil dried by the dryer 21 by heating and reducing the same in vacuo; and further a vapor/gas cleaning device 37 that treats exhaust discharged from the dryer 21 upon drying contaminated soil thereby and cleans specified contaminants contained in the exhaust. COPYRIGHT: (C)2009,JPO&INPIT
Abstract translation: 要解决的问题：提供一种使污染土壤无害化的系统，其能够通过去除排放物中包含的污染物来确保清洁从其干燥器排出的废气。 解决方案：通过分解污染土壤中的污染物使污染土壤无害化的系统1包括：用于干燥污染土壤的干燥器21; 真空还原反应器/加热器24，用于分解由干燥器21干燥的污染土壤中所含的污染物，通过加热并真空还原干燥机21; 以及进一步的蒸气/气体清洁装置37，其在干燥污染的土壤时处理从干燥器21排出的排气，并清洁排放物中包含的特定污染物。 版权所有（C）2009，JPO＆INPIT
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Patent Agency Ranking66.发明专利Ground liquefaction preventing method, liquefaction registant ground, and building base part structure 有权接地液化预防方法，液化注入地和建筑基础部分结构
公开(公告)号：JP2009007894A
公开(公告)日：2009-01-15
申请号：JP2007172375
申请日：2007-06-29
Applicant: Takenaka Doboku Co Ltd , Takenaka Komuten Co Ltd , 株式会社竹中土木 , 株式会社竹中工務店
Inventor： UCHIDA AKIHIKO , HIRAKAWA YASUAKI , KAWASAKI TETSUTO , HIDESHIMA YASUSHI , KON NOBUAKI , MORI MORIMASA
Abstract: PROBLEM TO BE SOLVED: To provide a liquefaction preventing method, a liquefaction preventive ground, and a building base part structure using the weight of a building itself to constrain the ground while improving ground constraining force by shutting a ground portion right under the building off a peripheral ground and applying a weight to the ground portion.
SOLUTION: The ground liquefaction preventing method comprises a step of forming an underground peripheral wall 2 encircling a building in a ground where the existing building is installed, and a step of installing a counterweight 8 on the ground portion in the underground peripheral wall 2. The underground peripheral wall 2 is arranged distant from the outer peripheral edge of the building in the horizontal direction, and the underground 2 is separated from a base part 6 of the building so that the load of the building operates on the ground portion in the underground peripheral wall 2 to tighten soil in the ground portion. The weight of the counterweight 8 is set so that the tightening force is great enough to prevent the liquefaction of the ground.
COPYRIGHT: (C)2009,JPO&INPITAbstract translation: 要解决的问题：为了提供液化防止方法，液化防止地面和使用建筑物本身的重量的建筑物基础部件结构来约束地面，同时通过在地下部分关闭地面约束力 建造一个周边地面，并对地面部分施加重量。 解决方案：地面液化防止方法包括在现有建筑物的地面上形成围绕建筑物的地下周壁2的步骤，以及将配重8安装在地下周壁的地面部分上的步骤 地下的周壁2沿水平方向远离建筑物的外围边缘布置，地下2与建筑物的基座6分开，使得建筑物的载荷在地面部分上运行 地下周壁2紧固地面部分的土壤。 配重8的重量被设定为使得紧固力足够大以防止地面的液化。 版权所有（C）2009，JPO＆INPIT
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公开(公告)号：JP2008303580A
公开(公告)日：2008-12-18
申请号：JP2007150564
申请日：2007-06-06
Applicant: Fudo Tetra Corp , Nittoc Constr Co Ltd , Onoda Chemico Co Ltd , Penta Ocean Construction Co Ltd , Public Works Research Institute , Sanshin Corp , Sanwa Kizai Co Ltd , Shimizu Corp , Taisei Corp , Takenaka Doboku Co Ltd , Toa Harbor Works Co Ltd , Toyo Constr Co Ltd , 三信建設工業株式会社 , 三和機材株式会社 , 五洋建設株式会社 , 大成建設株式会社 , 小野田ケミコ株式会社 , 日特建設株式会社 , 東亜建設工業株式会社 , 東洋建設株式会社 , 株式会社不動テトラ , 株式会社竹中土木 , 清水建設株式会社 , 独立行政法人土木研究所
Inventor： TSUTSUMI SHOICHI , KAMIMURA KAZUYOSHI , IMAMURA SATOSHI , SUEJIMA RENJURO , KURUMADA YOSHINORI , FUJITA TOSHIBUMI , HAMANO MAMORU , ONISHI TSUNEYASU , TAGUCHI HIROBUMI , KUBO SHIGERU , OYA TSUTOMU , SHINKAWA NAOTOSHI
Abstract: PROBLEM TO BE SOLVED: To obtain a satisfactory sideways flow preventive effect by effectively reinforcing the banking support ground by improving soil having a low improvement rate.
SOLUTION: A soil improvement body 3 supporting at least the peripheral edge part of a banking 1 is constructed in the banking support ground 2, a tension member 5 is disposed along the direction of causing a sideways flow in a base layer part of the banking or a surface layer part of the banking support ground, one end of the tension member is fixed to the upside of the soil improvement body, and the other end of the tension member is fixed to the upside of the other soil improvement body. A core material 6 made of steel material is integrally fixed to the upside of the soil improvement body, the tension member is connected to the upside thereof, and the tension member is fixed to the soil improvement body through the core material. The middle part of the tension member is supported by the other improvement body (a soil improvement pile 7). A batter pile formed of a soil improvement body is provided on the side of the outside or inside of the soil improvement body supporting the peripheral edge of the banking, and the upside of the soil improvement body is supported by the batter pile.
COPYRIGHT: (C)2009,JPO&INPITAbstract translation: 要解决的问题：通过改进具有低改进率的土壤来有效地增强银行支持地，以获得令人满意的侧向流动预防效果。 解决方案：在银行支撑地2中构造至少支撑银行1的周边部分的土壤改良体3，沿着使基部层的一部分侧向流动的方向设置张力构件5 银行业务或银行支持地面的表层部分，张力构件的一端固定在土体改良体的上侧，并且张紧构件的另一端固定在另一土体改良体的上侧。 由钢材制成的芯材6一体地固定到土体改良体的上侧，张紧构件与其上侧连接，张力构件通过芯材固定到土壤改良体上。 张力构件的中部由另一个改进体（土壤改良桩7）支撑。 在土壤改良体的外侧或内部设置有由土壤改良体形成的糊料堆，其支撑着银行的周边边缘，土壤改良体的上侧被面糊桩支撑。 版权所有（C）2009，JPO＆INPIT
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公开(公告)号：JP2008055410A
公开(公告)日：2008-03-13
申请号：JP2007190268
申请日：2007-07-22
Applicant: Jdc Corp , Takenaka Doboku Co Ltd , Takenaka Komuten Co Ltd , 日本国土開発株式会社 , 株式会社竹中土木 , 株式会社竹中工務店
Inventor： HASHIMOTO KOSAKU , KUROYAMA HIDENOBU , YANAGIHARA HIDEO , YOKOTA SHIGEYUKI , FURUKAWA YASUHIDE , IWAMOTO HIROSHI , MORI HIDEO , SUGITA HIROAKI , IGA HIDEJI
Abstract: PROBLEM TO BE SOLVED: To provide a method and an apparatus for removing volatile substances which can remove volatile substances more efficiently by volatilizing the volatile substances from solid substances with the volatile substances mixed.
SOLUTION: Soil contaminated with volatile organic compounds and the like is mixed uniformly with inorganic compounds that undergo exothermic reaction with water while sufficiently grain-refining them with the use of a grain refining and mixing unit 100. Subsequently, the mixture is added to an air contact treatment unit 200. In an air contact treatment part 210 of the air contact treatment unit 200, volatile organic compounds and the like are volatilized and purified from contaminated soil within a cylindrical part 211. At this time, a predetermined amount of at least a portion of the mixture is lifted via a projecting part 212 with the rotation of the cylindrical part 211 and then caused to fall. Thus, unlike a conventional technology involving simple agitation, not only the surface but also the inside of the mixture can be caused to come into contact with air more efficiently and thus purification efficiency of contaminated soil can be elevated.
COPYRIGHT: (C)2008,JPO&INPITAbstract translation: 解决的问题：提供一种除去易挥发物质的方法和装置，能够通过挥发性物质的挥发物挥发挥发物挥发而更有效地除去挥发性物质。 解决方案：用挥发性有机化合物等污染的土壤与与水发生放热反应的无机化合物均匀混合，同时使用晶粒细化和混合单元100进行充分的晶粒细化。然后加入混合物 到空气接触处理单元200.在空气接触处理单元200的空气接触处理部210中，挥发性有机化合物等从圆筒形部分211内的污染土壤挥发和净化。此时，预定量的 混合物的至少一部分随着圆柱形部分211的旋转而通过突出部分212提升，然后使其下降。 因此，与简单搅拌的现有技术不同，不仅可以使混合物的表面和内部更有效地与空气接触，从而提高污染土壤的净化效率。 版权所有（C）2008，JPO＆INPIT
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