会员体验
专利管家(专利管理)
工作空间(专利管理)
风险监控(情报监控)
数据分析(专利分析)
侵权分析(诉讼无效)
联系我们
交流群
官方交流:
QQ群: 891211   
微信请扫码    >>>
现在联系顾问~
热词
    • 2. 发明专利
    • Water shielding structure of waste disposal facility
    • 废水处理设备的防水结构
    • JP2006326392A
    • 2006-12-07
    • JP2005149748
    • 2005-05-23
    • Masafumi KamonOsaka PrefectureTaiyo Kogyo CorpToyo Constr Co Ltd雅史 嘉門大阪府太陽工業株式会社東洋建設株式会社
    • KOTAKE NOZOMIHIRATA MASASHIYAMAMOTO MASATOISHIKAWA MASAHIDEAKAI TOMOYUKIKAMON MASAFUMI
    • B09B1/00E02B3/12
    • PROBLEM TO BE SOLVED: To provide a water shielding structure of a waste disposal facility which largely contributes to the improvement of executability and stability and the reduction of construction costs by securing desired strength and toughness without lowering water shieldability by appropriately setting the amount of a reinforcing material and a hardening material to be added to viscous soil and eliminating the need of adding expensive clay minerals.
      SOLUTION: On the slope of the backfill layer 5 of a caisson type bank protection 2 surrounding a landfill region 1 and the bottom surface of the landfill region 1, a water shielding layer 6 formed by depositing a water shielding material composed by adding polymer short fibers for 0.2-2.0% by a volume ratio and the hardening material for 50-150 kg/m
      3 respectively to the viscous soil containing water is arranged. By adding the appropriate amount of the polymer short fibers and the hardening material, the water shielding layer 6 is not only excellent in the strength and the toughness but also excellent in the water shieldability, and is not broken even when suffering from foundation subsidence due to loaded weight or ground deformation due to an earthquake.
      COPYRIGHT: (C)2007,JPO&INPIT
    • 要解决的问题:提供一种废物处理设备的防水结构,其主要通过适当地设定量的量来确保期望的强度和韧性而不降低防水性,从而大大有助于提高可执行性和稳定性以及降低施工成本 的增强材料和硬化材料添加到粘性土壤中,并且不需要添加昂贵的粘土矿物质。 解决方案:在围绕垃圾填埋区域1的沉箱式堤防保护层2和填埋区域1的底面的回填层5的斜面上,形成防水层6,该防水层6通过将通过添加 聚合物短纤维的体积比为0.2-2.0%,硬化材料分别为含有水的粘性土壤的50-150kg / m 3 / SP。 通过添加合适量的聚合物短纤维和硬化材料,防水层6不仅具有优异的强度和韧性,而且具有优异的防水性,并且即使在由于 由于地震引起的重量或地面变形。 版权所有(C)2007,JPO&INPIT
    • 5. 发明专利
    • Overtopping preventive apparatus
    • 超越预防装置
    • JP2011179310A
    • 2011-09-15
    • JP2010197790
    • 2010-09-03
    • Taiyo Kogyo Corp太陽工業株式会社
    • ISHIDA MASATOSHIYAMAMOTO MASATOMASUO TAKAYUKIYAMAMOTO KOJI
    • E02B3/04
    • PROBLEM TO BE SOLVED: To provide an overtopping preventive apparatus capable of quickly operating an overtopping preventive function in a flood and giving people an opportunity to become familiar with a river.
      SOLUTION: The overtopping preventive apparatus includes a deck 21 turnably mounted to the top end of a bank 10 and projected almost horizontally to the river 15 side from the top end in a usual time; a support member 24 holding the deck 21 in the almost horizontally projected state in the usual time; a float 23 mounted to the lower face of the deck 21, fluctuating following the fluctuation of the water level of the river 15 and turning the deck 21 to stand up on the top end; and a guard fence 22 provided on the upper face of the deck 21. Non-slip work is applied to the upper face of the deck 21, and the deck 21 is used as a promenade or the like.
      COPYRIGHT: (C)2011,JPO&INPIT
    • 要解决的问题:提供一种能够在洪水中快速运行超前预防功能并使人们有机会熟悉河流的超防范装置。 防过渡装置包括可转动地安装到堤岸10的顶端的平台21,并且在通常的时间从顶端几乎水平地突出到河15侧; 在通常的时间内将甲板21保持在几乎水平投影状态的支撑部件24; 安装在甲板21的下表面的浮子23随着河15的水位的波动而变动,并使甲板21在顶端上站起来; 以及设置在甲板21的上表面上的防护栏22。防滑作业施加到甲板21的上表面,甲板21用作长廊等。 版权所有(C)2011,JPO&INPIT
    • 6. 发明专利
    • Revetment structure and construction method for revetment
    • 改版结构和施工方法
    • JP2005068917A
    • 2005-03-17
    • JP2003303132
    • 2003-08-27
    • Kojimagumi:KkTaiyo Kogyo Corp太陽工業株式会社株式会社小島組
    • HIRAMATSU SEIYATOMITA MITSUGIISOBE MICHIHIROYAMAMOTO MASATOISHIDA MASATOSHIISHIKAWA MASAHIDE
    • E02B3/12E02D17/20
    • PROBLEM TO BE SOLVED: To facilitate a revetment forming work and to obtain a preferable revetment by which a shore is kept in a predetermined form for a long time.
      SOLUTION: A covering material 3 extending along an inclined slope surface 2 of the shore 1 is disposed to cover the slope surface 2. The covering material 3 includes a plurality of revetment sheets 4 arranged in a horizontal direction A along the slope surface 2. Each of the revetment sheets 4 faces the other in a direction B perpendicular to the slope surface 2, and has upper and lower sheets 7, 8 which are connected to each other at their lower edge parts 6 in an inclination direction C along the slope surface 2. Opposite edge parts 18, 18 of each of the upper and lower sheets 7, 8 adjacent to each other in the horizontal direction A are connected to communicate inner spaces 19 of the revetment sheets 4 with each other, and the inner spaces 19 are filled with a filling material 20.
      COPYRIGHT: (C)2005,JPO&NCIPI
    • 要解决的问题:为了便于护岸形成工作,并获得长期保持岸上预定形式的优选护岸。 解决方案:沿着岸1的倾斜斜面2延伸的覆盖材料3设置成覆盖斜面2.覆盖材料3包括沿着倾斜表面沿水平方向A布置的多个护岸板4 每个护岸板4在垂直于倾斜面2的方向B上面对另一个,并且具有上下片7,8,它们沿着它们的下边缘部分6沿着倾斜方向C彼此连接,沿着 上下两片相互相邻的上,下片7,8的相对的边缘部分18,18相互连接,以将护岸片4的内部空间19彼此连通,内部空间 19填充有填充材料20.版权所有(C)2005,JPO&NCIPI
    • 7. 发明专利
    • Water overflow preventing device
    • 防水防水装置
    • JP2011099315A
    • 2011-05-19
    • JP2010229166
    • 2010-10-10
    • Oyo CorpTaiyo Kogyo Corp太陽工業株式会社応用地質株式会社
    • ABE TOMOYUKISATO KENJIMASUO TAKAYUKIYAMAMOTO MASATOISHIDA MASATOSHIYAMAMOTO KOJI
    • E02B3/04
    • PROBLEM TO BE SOLVED: To provide a water overflow preventing device which is lightweight and easily carried, and reduces the labor for installation. SOLUTION: The water overflow preventing device is configured of a waterproof sheet and is provided with bodies 21, 22, 23 formed with a space for housing water. A water inlet 21a for injecting water, and a drain outlet 21b for draining water are formed in the bodies 21, 22, 23. Connecting means are arranged on both ends of the bodies 21, 22, 23 for connection with the water overflow preventing device 20 arranged adjacently in the longitudinal direction. A plurality of form-retaining films 24 arranged in the direction substantially perpendicular to the longitudinal direction of the bodies 21, 22, 23 to restrict the cross sectional shape of the bodies into a triangular shape are provided inside the bodies 21, 22, 23. A plurality of water overflow preventing devices 20, into which water is injected, are connected in a line by the connecting means, and placed. COPYRIGHT: (C)2011,JPO&INPIT
    • 要解决的问题:提供轻便且容易携带的防溢水装置,减少安装人力。 防水装置由防水片构成,并且设置有形成有用于容纳水的空间的主体21,22,23。 在主体21,22,23中形成有用于喷射水的进水口21a和用于排水的排水出口21b。连接装置设置在主体21,22,23的两端,用于与防溢水装置 20沿纵向方向相邻排列。 在主体21,22,23内设置有多个形成保持膜24,其沿与主体21,22,23的纵向基本垂直的方向布置,以将主体的横截面形状限制为三角形。 注入水的多个防溢水装置20通过连接装置一条直线连接并放置。 版权所有(C)2011,JPO&INPIT
    • 8. 发明专利
    • Creation method for composite lightweight soil for in-situ construction
    • 用于现场施工的复合轻质土壤的创造方法
    • JP2011174227A
    • 2011-09-08
    • JP2010037002
    • 2010-02-23
    • Kato Construction Co LtdMiki Jiban Kankyo Kogaku Kenkyusho:KkTaiyo Kogyo Corp太陽工業株式会社株式会社三木地盤環境工学研究所株式会社加藤建設
    • MIKI HIROSHIISHIDA MASATOSHIYAMAMOTO MASATOMASUO TAKAYUKIMAKINO MASAKISATO TOSHIYUKIITO HIROKUNI
    • E02D17/18E02D3/12
    • PROBLEM TO BE SOLVED: To provide a creation method for composite lightweight soil which maintains resistance to rotting in the soil so as to be suitable for a lightweight fill method etc., by turning a natural plant piece into a hard-to-rot material or a material incapable of rotting.
      SOLUTION: Three materials, that is, in-situ soil, a cement-based solidification material as an alkaline additive, and wood chips are agitated and mixed together under the following conditions (A) and (B) while the in-situ soil is excavated by a trencher-type agitating and mixing machine. In the condition (A), a mixing ratio between the soil and the plant pieces is expressed by an expression: ρw=0.02 to 0.3×ρt where ρt represents the weight of the soil and ρw represents the weight of the plant piece. In the condition (B), the mixing ratio of the additive per 1 m
      3 of the volume of the soil is 50 kg or larger. Consequently, the alkaline composite lightweight soil in which a hydrogen ion exponent after the mixing of the three materials is pH 8 or larger, preferably, pH 10 or higher is created.
      COPYRIGHT: (C)2011,JPO&INPIT
    • 要解决的问题:为了提供一种复合轻质土壤的制造方法,其通过将天然植物片材变成难以固化的方式来保持抵抗土壤中的腐烂,从而适合于轻质填充方法等, 腐烂材料或不能腐烂的材料。 解决方案:在以下条件(A)和(B)下,将三种材料,即原位土壤,作为碱性添加剂的水泥基固化材料和木屑搅拌并混合在一起, 原位土由挖沟式搅拌机进行挖掘。 在条件(A)中,土壤和植物块之间的混合比由以下表达式表示:ρw= 0.02〜0.3×ρt其中ρt表示土壤的重量,ρw表示植物的重量。 在条件(B)中,土壤体积的每1m 3 的添加剂的混合比例为50kg以上。 因此,产生三种材料混合后的氢离子指数为pH8以上,优选为pH10以上的碱性复合轻质土壤。 版权所有(C)2011,JPO&INPIT
    • 9. 发明专利
    • Water overflow preventing device
    • 防水防水装置
    • JP2011089350A
    • 2011-05-06
    • JP2009244945
    • 2009-10-23
    • Dia Consultant:KkTaiyo Kogyo Corp太陽工業株式会社株式会社ダイヤコンサルタント
    • ARAKI SHIGEYUKIMASUO TAKAYUKIYAMAMOTO MASATO
    • E02B3/04
    • PROBLEM TO BE SOLVED: To provide a water overflow preventing device which automatically actuates a water overflow preventing function when the water level of a river is raised, without disturbing the use of the river by people when the water level stays low.
      SOLUTION: In a river bank or the like, a float, a support attached to the float for guiding the float in the vertical direction and a waterproofing film with one side connected to the float and the other opposite side fixed to a wall surface forming an accommodation space to expand/shrink through the vertical movement of the float, are accommodated in the accommodating space formed below the top end intended to prevent the water overflow. In the accommodating space, a water introduction hole for introducing water from outside is communicated, and the waterproofing film extended by the raise of the float blocks the flooding exceeding the top end.
      COPYRIGHT: (C)2011,JPO&INPIT
    • 要解决的问题:提供一种水溢流防止装置,当水位升高时,能够自动启动防水功能,而在水位保持较低时不会扰动人们使用河流。 解决方案:在河岸等中,浮子,附接到浮子上的用于沿垂直方向引导浮子的支撑件和防水膜,其一侧连接到浮子,而另一个相对侧固定到墙壁 通过浮子的垂直运动而形成容纳空间以膨胀/收缩的表面容纳在形成在顶端下方的容纳空间中,以防止水溢出。 在容纳空间中,从外部引入水的水引入孔连通,并且由浮子的升高延伸的防水膜阻止超过顶端的淹水。 版权所有(C)2011,JPO&INPIT