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    • 1. 发明专利
    • Conveying ship
    • 输送船
    • JP2010023551A
    • 2010-02-04
    • JP2008184101
    • 2008-07-15
    • Ohbayashi Corp株式会社大林組
    • FURUKAWA HIROSHIIDE KAZUFUMIOKAJIMA TOYOYUKIFUJI TADAAKITOKUNAGA ATSUSHI
    • B63B25/02B63B25/04B63B35/00C02F11/00
    • PROBLEM TO BE SOLVED: To provide a conveying ship capable of classifying dredged earth by an inexpensive apparatus.
      SOLUTION: The conveying ship 1 includes a storage tank 11 for storing dredged earth. The storage tank 11 has a storage tank body 11a for storing the dredged earth, a partition 12 for forming a flow passage 13 for flowing the dredged earth inside the storage tank body 11a, a discharge port 11b for discharging the dredged earth after the classification while the earth passes through the flow passage 13, a flow rate adjusting valve 14 which is provided on the discharge port 11b to adjust the flow rate of the dredged earth after the classification to be discharged from the discharge port 11b, and a flow-meter 15 for measuring the flow speed of the dredged earth passing through the flow passage 13.
      COPYRIGHT: (C)2010,JPO&INPIT
    • 要解决的问题:提供一种能够通过廉价的装置对疏浚土进行分类的输送船。

      解决方案:输送船1包括用于存储疏浚土的储存罐11。 储罐11具有用于容纳疏浚土的储罐主体11a,用于形成用于使疏浚土体在储罐主体11a内流动的流路13的分隔部12,分类后排出疏浚土的排出口11b, 地面通过流路13,流量调节阀14,该流量调节阀14设置在排出口11b上,用于调节从排出口11b排出的分类后的疏浚土的流量,以及流量计15 用于测量通过流道13的疏浚土地的流速。版权所有(C)2010,JPO&INPIT

    • 2. 发明专利
    • Method for constructing penetrating pit in existing dam body
    • 用于在现有的AM体中构造TING坑的方法
    • JP2010216125A
    • 2010-09-30
    • JP2009063255
    • 2009-03-16
    • Ohbayashi Corp株式会社大林組
    • KANAI MAKOTOTSUCHIYA KOSABUROFUJIWARA SOICHIFUJI TADAAKIISO YOSHINOBUNAGAHISA KAZUMASAIDE KAZUFUMIOKAJIMA TOYOYUKITOKUNAGA ATSUSHI
    • E02B7/00
    • PROBLEM TO BE SOLVED: To provide a method for inexpensively constructing a penetrating pit in an existing dam body in a short period.
      SOLUTION: A gate 4 is housed inside a cofferdam 1, which is composed of a shell body with an opening 1a, in such a manner as to be attachable/detachable by a fixing means 6. The cofferdam 1 is lowered in a suspended state by a crane etc.; and the opening 1a of the cofferdam 1 is arranged in the state of contact with the dam body 9. Water in the cofferdam 1 is discharged by a lifting pump etc. via a pipe 7, so that the opening 1a can be brought into close contact with the dam body 9. Subsequently, a water passage 2 passing through the dam body 9 is constructed from a downstream side; and the inside of the cofferdam 1 and the downstream side of the dam body 9 communicate with each other. The gate 4 housed in the cofferdam 1 in advance is mounted in a predetermined position in the dam body 9.
      COPYRIGHT: (C)2010,JPO&INPIT
    • 要解决的问题:提供一种在短时间内廉价地构建现有坝体中的穿透坑的方法。 解决方案:门4被安装在围堰1内,该围堰1由具有开口1a的壳体组成,以便通过固定装置6可附接/拆卸。围堰1下降 起重机悬挂状态等; 并且围堰1的开口部1a以与坝体9接触的状态配置。通过管道7,通过升降泵等将围堰1中的水排出,使得开口1a能够紧密接触 随后,通过坝体9的水通道2从下游侧构成; 围堰1的内侧和坝体9的下游侧相互连通。 预先安装在围堰1中的门4安装在坝体9中的预定位置。版权所有(C)2010,JPO&INPIT
    • 4. 发明专利
    • Classifying equipment and classification method
    • 分类设备和分类方法
    • JP2010018983A
    • 2010-01-28
    • JP2008179572
    • 2008-07-09
    • Ohbayashi Corp株式会社大林組
    • FURUKAWA HIROSHIIDE KAZUFUMIOKAJIMA TOYOYUKIFUJI TADAAKITOKUNAGA ATSUSHI
    • E02F3/94B03B5/64
    • PROBLEM TO BE SOLVED: To provide inexpensive classifying equipment capable of extracting only a sand material from dredged soil, and a classification method. SOLUTION: The classifying equipment 1 comprises: a water way 3 which is formed in a dam storage reservoir 2; an adjusting means 4 for controlling a flow velocity in the water way 3 by adjusting the quantity of water flowing into the water way 3; a sign 6 which indicates a position for a carrying vessel 5 loaded with the dredged soil to moor; a temporary depot 8 for accumulating the sand material 7 contained in the dredged soil charged into water from the carrying vessel 5; and a carrying-out means 9 for carrying out the sand material 7 accumulated in the temporary depot 8 onto the ground. COPYRIGHT: (C)2010,JPO&INPIT
    • 要解决的问题:提供能够从疏浚土壤中仅提取砂料的便宜的分级设备和分类方法。 分类设备1包括:形成在大坝存储容器2中的水道3; 用于通过调节流入水路3的水量来控制水路3中的流速的调节装置4; 标志6,其表示装载有疏浚土壤的运载船5的位置; 用于堆积容纳在从运输船5装入水中的疏浚土壤中的砂料7的临时仓库8; 以及用于将积存在临时仓库8中的砂料7运送到地面上的搬出装置9。 版权所有(C)2010,JPO&INPIT
    • 5. 发明专利
    • Flowing-down promoting dam structure and flowing-down promoting method of deposit sediment in dam water reservoir
    • 流域降水推进DAM结构和流向推进方法在DAM水储层中沉积SEDIMENT
    • JP2005030070A
    • 2005-02-03
    • JP2003196835
    • 2003-07-14
    • Ohbayashi Corp株式会社大林組
    • FUJI TADAAKI
    • E02B3/02E02B7/00
    • PROBLEM TO BE SOLVED: To solve the problems of increasing cost since there are many in points difficult to carry out sediment by geographical conditions of a dam site, the road conditions, or the like, when recovering and discharging the sediment deposited in a dam water reservoir by dredging; and hindering the dam water reservoir function, for requiring many days for recovering a water level, when trying to flow down by tractive force by lowering the water level.
      SOLUTION: A pair of dam means 22 are arranged in a sediment deposit area B in the dam water reservoir 2 for gathering flowing water to the central part side of a river channel by narrowing the flow passage cross-sectional area of the river channel of the water reservoir 2. The pair of dam means 22 are arranged at a prescribed interval on both sides of a river channel central part, and are arranged in large numbers at a proper interval along the river channel central part. The flowing water at river water increasing time being high in an inflow speed into the water reservoir, is used so as not to reduce the speed by the dam means 22. The sediment deposited in an upstream part in the water reservoir 2 is made to flow down up to a dischargeable area from a sand removal gate 8 of a dam bank body 6 without lowering the water level.
      COPYRIGHT: (C)2005,JPO&NCIPI
    • 要解决的问题:为了解决成本增加的问题,因为在堆积在沉积物中的沉积物的回收和排放中,由于坝址,道路状况等的地理条件难以进行沉淀, 疏浚坝坝水库; 并且通过降低水位来试图通过牵引力下降,从而阻碍了大坝水库功能,需要多天恢复水位。 解决方案:一个大坝装置22布置在大坝水库2的沉积物区域B中,用于通过缩小河流的流路横截面积将流入的水流入河道的中心部分 一对水坝装置22以规定的间隔布置在河道中心部分的两侧,沿河道中心部分以适当的间隔大量布置。 使用流入水箱的入水速度高的河水增加时间的流水,以免由坝装置22降低速度。使沉积在储水器2的上游部分的沉积物流动 下降到坝体6的除砂门8的可排放区域,而不降低水位。 版权所有(C)2005,JPO&NCIPI