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111. 发明专利

JP2009179973A Liquefaction preventive construction method 审中-公开
标题翻译：液化预防性施工方法
公开(公告)号：JP2009179973A
公开(公告)日：2009-08-13
申请号：JP2008018383
申请日：2008-01-29
申请人： Asanuma Corp , Taiyo Kiso Kogyo Kk , Tekken Constr Co Ltd , Toa Harbor Works Co Ltd , Toyo Constr Co Ltd , 太洋基礎工業株式会社 , 東亜建設工業株式会社 , 東洋建設株式会社 , 株式会社淺沼組 , 鉄建建設株式会社
发明人： MIZUSHIMA TATSUHIRO , ONO YASUTOSHI , MORI KENZO , SUGIMURA MASANORI , SASADA TAKUJI
IPC分类号： E02D3/12 , C09K17/10 , C09K103/00
摘要： PROBLEM TO BE SOLVED: To provide a liquefaction preventive construction method for improving permeation of a grout material into the ground by crushing cement particulates included in the grout material furthermore and reducing cost and time required by the whole process without generating waste grout material having difficulty in its permeation into the ground.
SOLUTION: In this liquefaction preventive construction method, the slurry grout material G1 containing cement particles having average particle diameter of 6 μm or more and 10 μm or less is jetted through an injection nozzle 5a of a nozzle member 5 by predetermined pressure in the inside of a crusher 3 to crush the cement particles by performing the procedures for letting them collide against a pressure receiving part 6a of a pressure receiving member 6 and crushing them by the required number of times and generate such grout material G2 that has difficulty in its permeation into the ground and has no cement coarse particles left, and the grout material is poured and permeated into the ground through an internal pipe and an external pipe inserted into the ground while the cement particles in the grout material are not classified.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：提供一种液化预防性施工方法，用于通过粉碎包括在灌浆材料中的水泥颗粒进一步破坏灌浆材料渗透到地下，并降低整个过程所需的成本和时间，而不产生废料浆料难以渗透到地面上。解决方案：在该液化预防性施工方法中，通过喷嘴构件5的喷嘴5a以规定的压力喷射含有平均粒径为6μm以上且10μm以下的水泥颗粒的浆料灌浆料G1 破碎机3的内部，通过执行使其与受压构件6的受压部6a碰撞并将其破碎所需次数的步骤来粉碎水泥颗粒，并产生难以进行的这种灌浆材料G2 其渗透到地面并且没有留下水泥粗颗粒，并且灌浆材料通过内部管道和插入地面的外部管道注入并渗透到地面中，而灌浆材料中的水泥颗粒未被分类。版权所有（C）2009，JPO＆INPIT

112. 发明专利

JP2009118784A Block for marine algal adhesion, method for producing the same, and marine algal culture techniques 有权
标题翻译：海藻胶粘剂块，其生产方法和海洋藻类文化技术
公开(公告)号：JP2009118784A
公开(公告)日：2009-06-04
申请号：JP2007296615
申请日：2007-11-15
申请人： Riscarbo Kk , Riscarbo株式会社 , Toyo Constr Co Ltd , 東洋建設株式会社
发明人： OMURA HIROYUKI , SHIBATA AKIRA
IPC分类号： A01G33/00 , A01K61/00
CPC分类号： Y02A40/81 , Y02A40/838
摘要： PROBLEM TO BE SOLVED: To provide a block for marine algal adhesion, intended for further promoting effective use of resources, seawater purification, and raising of ocean resources.
SOLUTION: This block 12 for marine algal adhesion has a charcoal base material 10 which is formed by heat compressing charcoal, tar, pitch, and resin component which are produced using biomass resources as the raw material, at least on a part of a fixed thickness from the surface, or at least on part of the surface. The porous structure of the charcoal base material 10 effectively functions as an adhesion surface of marine algae, has lightweight and high strength, and hardly decays. It is possible to instantly produce a biofilm on the surface by using the block in water even just after producing, and directly enable adhesion of marine algae without making an obstructive factor to an ecosystem. Furthermore, it is possible to increase and decrease necessary nutrient for growth of marine algae and adjust a buoyancy of the block 12 in seawater by controlling a ratio of constituent materials and components, and also it is possible to promote marine alga growth by using charcoal of a particle diameter according to the size of the root of a marine alga species to be raised.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：提供一个海洋藻类粘附块，旨在进一步促进有效利用资源，海水净化和提高海洋资源。解决方案：用于海藻粘附的块12具有木炭基材10，其通过以使用生物质资源作为原料的木炭，焦油，沥青和树脂成分热压而形成，至少部分为来自表面的固定厚度，或表面的至少部分。木炭基材10的多孔结构有效地用作海藻的粘合表面，具有轻质且高强度，几乎不衰变。即使在生产后也可以通过在水中使用块体立即生产生物膜，并且直接使藻类的粘附不会对生态系统造成阻碍因素。此外，通过控制构成材料和组分的比例，可以增加和减少海藻生长所需的营养物质并调节海水中块12的浮力，并且还可以通过使用木炭来促进海藻生长根据要提高的海藻种类的根的大小的粒径。版权所有（C）2009，JPO＆INPIT

113. 发明专利

JP2009068196A Construction method for cofferdam wall using steel segment 有权
标题翻译：使用钢筋分段的煤层墙施工方法
公开(公告)号：JP2009068196A
公开(公告)日：2009-04-02
申请号：JP2007235547
申请日：2007-09-11
申请人： Kato Construction Co Ltd , Toyo Constr Co Ltd , 東洋建設株式会社 , 株式会社加藤建設
发明人： OSUGI ICHIRO , YOSHIDA OSAMU , HAMADA YOSHIYUKI , TAKAHASHI YUKI
IPC分类号： E02D19/04
摘要： PROBLEM TO BE SOLVED: To suppress an increase in a construction period and costs, which are required for a cofferdam construction method.
SOLUTION: A bearing pile 24 is installed on the outside of a place for installing the cofferdam wall 10, and a hanging girder 26 is formed on the bearing pile 24. A steel segment 14 for forming a ring corresponding to one step is suspended on the hanging girder 26, and the steel segments 24 are annularly connected together on the surface of water so as to form the ring 16. The plurality of rings (16A-16D) are stacked on the surface of the water while the ring 16 is suspended, and the cofferdam wall 10 is elongated downward, so that connecting operations and cut-off operations can be facilitated. Since the cofferdam wall 10 is conveyed in the unit of the steel segment 14 to the place for installing the cofferdam wall 10, conveying operations in this case can be easily performed. A load is applied in the direction of pushing down the uppermost ring from the hanging girder 26, in the state of making the lowermost ring 16A abut on a foundation 20 on the bottom of the water. Thus, a section between the cofferdam wall 10 and the bottom of the water can be more surely sealed.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：为了抑制围堰施工方法所需的施工期间和成本的增加。解决方案：轴承桩24安装在用于安装围堰壁10的位置的外侧，并且在轴承桩24上形成悬吊梁26.用于形成与一个台阶对应的环的钢段14是悬挂在悬挂梁26上，钢段24在水面上环形连接在一起形成环16.多个环（16A-16D）堆叠在水面上，而环16 悬挂，并且围堰壁10向下延伸，从而可以促进连接操作和切断操作。由于将围堰壁10以钢段14为单位输送到安装堰壁10的位置，因此能够容易地进行这种情况下的输送动作。在使最下面的环16A抵接在水底部的基座20上的状态下，沿从吊梁26推下最上面的环的方向施加载荷。因此，可以更牢固地密封围堰壁10与水的底部之间的部分。版权所有（C）2009，JPO＆INPIT

114. 发明专利

JP2009052330A Floating pier reclamation method 审中-公开
标题翻译：浮动ER板回收方法
公开(公告)号：JP2009052330A
公开(公告)日：2009-03-12
申请号：JP2007221305
申请日：2007-08-28
申请人： Toyo Constr Co Ltd , 東洋建設株式会社
发明人： KUBO ETSUO , KAWAHARA AKIHIRO
IPC分类号： E02B3/18 , E01D15/14 , E01D15/24
摘要： PROBLEM TO BE SOLVED: To attain reclamation in a wide range including the edge of a revetment and to reduce a construction cost while improving safety of construction.
SOLUTION: This floating pier reclamation method comprises setting a floating pier 2 afloat perpendicularly to a revetment normal in a reclamation water area A surrounded by the revetment 1, connecting the revetment 1 and the floating pier 2 by a cross bridge pontoon 10, driving a vehicle onto the floating pier 2 from the revetment 1 via the cross bridge pontoon 10 to throw a reclamation material into the water, and moving the floating pier 2 parallel toward the revetment normal at every end of reclamation of one line along the floating pier 2 to repeat reclamation. Both boards of the cross bridge pontoon 10 are widened to provide widened sections 12, 12 allowing the vehicle to change its direction, and the reclamation material is thrown into the water also from the widened sections 12 to reclaim not only the circumference of the floating pier 2 but also a wide range including the circumference (the revetment edge) of the cross bridge pontoon 10.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：在护岸边缘的宽范围内实现填海，并提高施工成本，同时提高施工安全性。解决方案：这种浮式码头填海方法包括在由护岸1围绕的填海水域A中垂直设置一个垂直于护岸法线的浮码头，将护岸1和浮桥2连接在一个十字桥浮桥10上，通过十字桥浮筒10从护岸1驾驶车辆到浮式码头2上，以将填埋材料投入水中，并且在沿着浮动码头的一条线的每条回填的每一端沿着护岸法线移动浮动码头2 2重复填海。十字桥浮筒10的两个板都加宽，以提供加宽的部分12,12，允许车辆改变其方向，并且回收材料也可以从加宽的部分12投入到水中，不仅可以回收浮动码头的圆周 2，也包括跨桥浮筒10的周长（护岸边缘）的广泛范围。版权所有（C）2009，JPO＆INPIT

115. 发明专利

JP2009052329A Pile pull-out device 有权
标题翻译：双向拉出装置
公开(公告)号：JP2009052329A
公开(公告)日：2009-03-12
申请号：JP2007221304
申请日：2007-08-28
申请人： Toyo Constr Co Ltd , 東洋建設株式会社
发明人： ONO NAOTAKA , ONDA MASARU , YOKOTA MASAKI , NISHIGUCHI MICHIHIRO
IPC分类号： E02D9/02
摘要： PROBLEM TO BE SOLVED: To provide a simple-structured pile pull-out device which can easily and surely pull out an entire pile even if a bent part or a protruding part, such as a knot, a connecting fitting, and the like, exists in the middle of the pile.
SOLUTION: A short casing 12 insertable and fittable into a pine pile is fixed to the lower end of a U type steel sheet pile 11, and a ring member 15 having a circular cross section is jointed to the lower end surface of the casing 12. While jet water is sprayed from a jet water spray nozzle 13 on the outer peripheral surface of the casing 12 and vibration is applied to the steel sheet pile 11 by a vibrating pile driver, the casing 12 is made to penetrate into the ground to separate the pine pile and the peripheral ground. In this process, if a protruding part exists in the middle of the pine pile, the ring member 15 slides on the protruding part to guide the casing 12. As the length of the casing 12 is short, interference between the casing 12 and the pine pile is eased even if the pine pile is bent on the way. Thereby, the casing 12 can smoothly penetrate along the pine pile to prevent the pine pile from being broken.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：为了提供一种简单结构的桩拉出装置，即使弯曲部分或诸如结，连接配件的突出部分和喜欢，存在于堆的中间。解决方案：可插入并可装入松树桩的短壳体12固定在U型钢板桩11的下端，并且具有圆形横截面的环形构件15连接到当喷射水从喷射喷水喷嘴13喷射到壳体12的外周面上时，通过振动打桩机将振动施加到钢板桩11，使壳体12穿透到地面分离松堆和周边地面。在该过程中，如果在松树桩的中部存在突出部分，则环件15在突出部分上滑动以引导壳体12.随着壳体12的长度短，壳体12和松木之间的干涉即使松树桩在路上弯曲，桩也缓解了。因此，壳体12能够顺利地沿着松木贯穿，以防止松堆破裂。版权所有（C）2009，JPO＆INPIT

116. 发明专利

JP2009030366A Construction method for backfilling underwater depression 审中-公开
标题翻译：用于回填水下沉降的施工方法
公开(公告)号：JP2009030366A
公开(公告)日：2009-02-12
申请号：JP2007196173
申请日：2007-07-27
申请人： Toyo Constr Co Ltd , 東洋建設株式会社
发明人： MIYAKE TATSUO , FUJIWARA RYUICHI
IPC分类号： E02B3/00 , A01K63/04 , C02F1/68 , E02D15/08
摘要： PROBLEM TO BE SOLVED: To provide a construction method for backfilling underwater depressions and capable of reducing the spreading of turbid water and hypoxic water to peripheries as a backfilling material is thrown in an underwater depression.
SOLUTION: A self-contained pollution prevention film 3 is made to surround a throw-in region A of the backfilling material 2 to the underwater depression 1, and the backfilling material 2 is thrown in the throw-in region A from an earth carrying barge 10. A workboat 11 pumps up mixed water (hypoxic turbid water) of turbid water and hypoxic water which occur at this time by a pump 12. Pumped-up hypoxic turbid water is fed to a gas-liquid mixing device 13 on the workboat 11, and air is dissolved in and mixed with this to form highly concentrated oxic water and fed to a hopper of an earth carrying barge 14 as a solid-liquid separating device. Since solid particles precipitate to make the separation between solid and liquid to progress in the hopper of the earth carrying barge 14, fresh water, a supernatant, is made to overflow from the hopper and flow back to the vicinity of a bottom via an effluent pipe 21 and agitated and mixed with a bottom-layer water in a hypoxic state.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：提供一种用于回填水下凹陷并且能够将浑浊的水和缺氧水扩散到周围的构造方法作为回填材料被投入到水下凹陷中。解决方案：将独立的防污染膜3围绕回填料2的投入区域A到水下凹陷1，并且将回填材料2从地面运输驳船10.工作船11泵送此时由泵12发生的混浊水（缺氧混浊水），这时发生的混合水（缺氧混浊水）。将泵送的缺氧混浊水送入气液混合装置13上工作艇11和空气溶解并混合，形成高浓度的氧水，并作为固液分离装置送入承载驳船14的料斗。由于固体颗粒沉淀以使固体和液体之间的分离在携带驳船14的料斗中进行，所以使淡水，上清液从料斗中溢出并经由流出物管流回到底部附近并与低氧状态的底层水搅拌混合。版权所有（C）2009，JPO＆INPIT

117. 发明专利

JP2009025022A Concrete structure quality inspection method and concrete structure quality inspection device 有权
标题翻译：混凝土结构质量检验方法和混凝土结构质量检验装置
公开(公告)号：JP2009025022A
公开(公告)日：2009-02-05
申请号：JP2007185556
申请日：2007-07-17
申请人： Akebono Brake Ind Co Ltd , Maeda Corp , Toyo Constr Co Ltd , 前田建設工業株式会社 , 曙ブレーキ工業株式会社 , 東洋建設株式会社
发明人： SAKAI TAKASHI , KANEKO MINORU , YASUDA MASAYUKI , SUEOKA EIJI , MINAMI KOSUKE , FUNAHASHI MASASHI
IPC分类号： G01B17/02 , G01N25/48 , G01N29/00 , G01N29/04
CPC分类号： G01N2291/02827
摘要： PROBLEM TO BE SOLVED: To provide a concrete structure quality inspection method and a concrete structure quality inspection device, which inspects "covering thickness" even if a magnetic body is included in concrete, and also inspects highly accurately a concrete strength without being influenced by the shape of the concrete structure or by mutual reinforcements.
SOLUTION: A propagation velocity is determined based on a phase difference between an oscillation signal applied to a sensor element 10A and a reception signal acquired by receiving the oscillation signal by a sensor element 10B, and on a distance between each sensor element 10A, 10B. The 'covering thickness' is determined from a phase difference between an oscillation signal applied to an oscillation element 11 and a reception signal acquired by receiving the oscillation signal by a sensor element 10C, and the propagation velocity. A concrete 21 temperature is detected by temperature sensor elements 106 provided on each sensor element 10A-10C, and the concrete 21 strength is estimated from an integrated temperature value acquired by integrating the temperature at every fixed time.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：为了提供混凝土结构质量检查方法和混凝土结构质量检查装置，即使在混凝土中包含磁体也检查“覆盖厚度”，并且还可以高精度地检查混凝土强度，而不会受混凝土结构的形状或相互加强的影响。解决方案：基于施加到传感器元件10A的振荡信号与通过由传感器元件10B接收振荡信号而获取的接收信号之间的相位差以及每个传感器元件10A之间的距离来确定传播速度，10B。 “覆盖厚度”是根据施加到振荡元件11的振荡信号与通过传感器元件10C接收振荡信号而获得的接收信号之间的相位差和传播速度来确定的。通过设置在各传感器元件10A-10C上的温度传感器元件106检测混凝土21的温度，并且通过在每个固定时间积分温度而获得的积分温度值来估计混凝土21的强度。版权所有（C）2009，JPO＆INPIT

118. 发明专利

JP2008303580A Reinforcing structure of banking support ground 审中-公开
标题翻译：加强银行支持结构的结构
公开(公告)号：JP2008303580A
公开(公告)日：2008-12-18
申请号：JP2007150564
申请日：2007-06-06
申请人： 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
发明人： TSUTSUMI SHOICHI , KAMIMURA KAZUYOSHI , IMAMURA SATOSHI , SUEJIMA RENJURO , KURUMADA YOSHINORI , FUJITA TOSHIBUMI , HAMANO MAMORU , ONISHI TSUNEYASU , TAGUCHI HIROBUMI , KUBO SHIGERU , OYA TSUTOMU , SHINKAWA NAOTOSHI
IPC分类号： E02D17/18 , E02D3/08
摘要： 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&INPIT
摘要翻译：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

119. 发明专利

JP2008255616A Multiple rod-type shallow-ground improving method and multiple rod-type shallow-ground improving machine 审中-公开
标题翻译：多台式地埋式改良方法及多台式地埋式改良机
公开(公告)号：JP2008255616A
公开(公告)日：2008-10-23
申请号：JP2007097722
申请日：2007-04-03
申请人： Nittoc Constr Co Ltd , Sumitomo Mitsui Construction Co Ltd , Toa Harbor Works Co Ltd , Tokki Kogyo Kk , Toyo Constr Co Ltd , 三井住友建設株式会社 , 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 , 特基工業株式会社
发明人： OCHI NAGATOMO , ITAGAKI YUKIO , YOSHIDA TAKAAKI , KAWASHIMA MASUMI , OTA MASANORI , INAGAWA KOICHI
IPC分类号： E02D3/12
摘要： PROBLEM TO BE SOLVED: To achieve a reduction in the weight of an apparatus and an increase in the working efficiency of shallow-ground improvement of soft ground by collectively holding four drilling rods by a holding base so as to enable the shared use of a drive unit for the drilling rods.
SOLUTION: The four hollow drilling rods having a drilling head at its leading end provided with an drilling blade, an agitating blade and an ejection port are held on the four sides of the holding base. The four hollow drilling rods are rotated by one or two common motors so as to penetrate soft ground. A soil improving material is ejected into excavated soil from a leading end of the rod through the drilling rod. The ground and the soil improving material are agitated and mixed together by means of the drilling blade.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：通过由保持座集体地保持四个钻杆来实现设备的重量的降低和软地面的浅地面改善的工作效率的提高，以便能够共享使用用于钻杆的驱动单元。解决方案：四个中空钻杆在其前端具有钻头头，其设有钻孔刀片，搅拌刀片和排出口，保持在保持基座的四侧。四个空心钻杆由一个或两个普通电机旋转，以穿透软土。土壤改良材料通过钻杆从杆的前端喷射到挖掘的土壤中。地面和土壤改良材料通过钻孔刀片搅拌并混合在一起。版权所有（C）2009，JPO＆INPIT

120. 发明专利

JP2007307498A Original-position mixing treatment method and original-position mixing treatment apparatus of contaminated soil of bottom of water 有权
标题翻译：原始位置混合处理方法和原位置混合处理水污染土壤的装置
公开(公告)号：JP2007307498A
公开(公告)日：2007-11-29
申请号：JP2006140286
申请日：2006-05-19
申请人： Kitagawa Iron Works Co Ltd , Kokudo Sogo Kensetsu Kk , Takenaka Doboku Co Ltd , Toa Harbor Works Co Ltd , Toyo Constr Co Ltd , 国土総合建設株式会社 , 東亜建設工業株式会社 , 東洋建設株式会社 , 株式会社北川鉄工所 , 株式会社竹中土木
发明人： NAKAJIMA HIDEAKI , ONISHI TSUNEYASU , IWATSUKI TETSUZO , KOJIMA HIROSHI , FUJIO YOSHINARI , SARAZAWA KAORU , HARA TOSHIRO , KODERA TETSURO , HATAJIMA TOSHIKATSU , YUCHI YUJI
IPC分类号： B09B3/00 , B09C1/02 , B09C1/08 , B63B35/00 , C02F11/00
摘要： PROBLEM TO BE SOLVED: To provide an original-position treatment method and an apparatus which agitate and mix a contaminated soil forming the bottom of the water with a solidification material such as cement, an insolubilization material or an adsorbent.
SOLUTION: An agitation blade shaft and a contaminated-substance diffusion preventive apparatus are installed to the lower part of a driving shaft of a mixing-treatment machine for a surface layer or a deep layer loaded on a mixing-treatment special cargo ship, the ship is positioned at the position requiring for treating the ship, the agitation blade shaft and the contaminated-substance diffusion preventive apparatus are made to fall down, the contaminated soil of the bottom of the water is made to divide with the contaminated-substance diffusion preventive apparatus, the agitation blade shaft penetrates into the contaminated soil of the bottom of the water while rotationally driving the shaft, the solidification material such as cement, the insolubilization material or the adsorbent is poured, and agitate mixing of the contaminated-soil of the inside divided with the contaminated-substance diffusion preventive apparatus is carried out to finish a solidification treatment or an insolubilization treatment. Thereafter, the agitation blade shaft is made to rise to be pulled, the contaminated-substance diffusion preventive apparatus is also made to rise, and the ship or the mixing-treatment machine is made to move to the following position to repeat to repeat the solidification treatment or the insolubilization treatment.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供原始位置处理方法和将形成水底的污染土壤与固化材料如水泥，不溶化材料或吸附剂搅拌混合的装置。解决方案：搅拌叶片轴和污染物扩散防止装置安装在装在混合处理专用货船上的表层或深层混合处理机的驱动轴下部船舶位于需要处理船舶，搅拌叶片轴和污染物扩散防止装置的位置，使污水底部的污染土壤与污染物质分开扩散防止装置，搅拌叶片轴在旋转驱动轴的同时渗透到水底部的污染土壤中，将凝固材料如水泥，不溶化材料或吸附剂倒入，搅拌混合污染土壤进行与被污染物扩散防止装置分开的内部以完成固化处理或其中润肤治疗。此后，使搅拌叶片轴上升拉动，同时使污染物扩散防止装置升高，使船舶或混合处理机移动至下一位置重复重复凝固治疗或不溶解治疗。版权所有（C）2008，JPO＆INPIT

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