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21. 发明专利

JP2004163322A Non-destructive measuring method and instrument by multiplex oscillation using pseudo-random waves 有权
公开(公告)号：JP2004163322A
公开(公告)日：2004-06-10
申请号：JP2002331057
申请日：2002-11-14
申请人： Jfe Civil Engineering & Construction Corp , Jfeシビル株式会社 , National Institute For Rural Engineering , Yamamoto Tokuo , トクオヤマモトTokuo Yamamoto , 独立行政法人農業工学研究所
发明人： SAKAKIBARA JUNICHI , TACHIKA HISAKAZU , TOKUO YAMAMOTO , MOURI SHIGEYUKI
IPC分类号： E02D1/00 , G01M7/02 , G01N29/12 , G01N33/24 , G01V1/02 , G01V1/28
摘要： PROBLEM TO BE SOLVED: To conduct quick measurement by multiplex oscillation, possible by enabling separation of signals oscillated concurrently from a plurality of oscillators. SOLUTION: This non-destructive measuring device is configured so as to transmit or receive at the same time pseudo-random waves with different code arrays from a plurality of oscillators 20 to analyze them, using the fact that pseudo-random code signals with different code arrays have mutually exclusive properties, and conducts analysis therefor. In this manner, only the signal of the individual oscillator is separated to provide an effect the same as that when the oscillations are issued from a plurality of oscillator positions. COPYRIGHT: (C)2004,JPO

22. 发明专利

JP2004162309A Artificial canal and method for forming deposit thereof 有权
标题翻译：人造槽及其形成沉积物的方法
公开(公告)号：JP2004162309A
公开(公告)日：2004-06-10
申请号：JP2002327249
申请日：2002-11-11
申请人： National Institute For Rural Engineering , 独立行政法人農業工学研究所
发明人： NAKA TATSUO , MUKAI AKIE , SHIMA TAKEO , TANAKA YOSHIKAZU
IPC分类号： A01K61/00 , E02B5/00
CPC分类号： Y02A40/81 , Y02A40/83
摘要： PROBLEM TO BE SOLVED: To create an area, wherein aquatic life can live, in a sloping artificial canal by utilizing the forces of nature.
SOLUTION: This artificial canal 2 is equipped with a bottom section 4 of natural deposits and side wall sections 3A and 3B to which revetment is applied by using concrete. Cross members 6 for connecting both the wall sections 3A and 3B together are provided in the artificial canal 2 at a prescribed interval D1; notched parts 5A and 5B, which are formed in such a manner as to be different in width-direction position from the adjacent cross members 6 and 6, are provided in the upper parts of the cross members 6; and a swell-head board 8 is inserted into the notched parts 5A and 5B. The notched parts 5A and 5B and the cross members 6 bring about the creation of a water area S1 wherein a stream of water flows downward and a water area S2 wherein the stream of the water flows horizontally; a pool 12 is formed in the water area S1 by scouring; and a shoal 11 is formed in the water area S2 by depositing sediment.
COPYRIGHT: (C)2004,JPO
摘要翻译：要解决的问题：通过利用大自然的力量，在倾斜的人造渠道中建立水生生物可以生活的区域。
解决方案：该人造管2配备有自然沉积物的底部4和侧壁部分3A和3B，通过使用混凝土施加护岸。用于将两个壁部3A和3B连接在一起的横向构件6以规定的间隔D1设置在人造管2中; 在横向构件6的上部设置有与相邻的横构件6,6的宽度方向位置不同的切口部5A，5B，并且将槽头板8插入到切口部5A和5B中。切口部分5A和5B以及横向构件6产生水面积S1的产生，其中水流向下流动，水域S2其中水流水平; 通过冲刷在水域S1中形成池12; 并且通过沉积沉积物在水区域S2中形成浅滩11。版权所有（C）2004，JPO

23. 发明专利

JP2004138531A Underground pollutant exploration method and underground pollution distribution monitoring method 有权
公开(公告)号：JP2004138531A
公开(公告)日：2004-05-13
申请号：JP2002304310
申请日：2002-10-18
申请人： Doriko Kk , Mitsubishi Materials Natural Resources Development Corp , National Institute For Rural Engineering , ドリコ株式会社 , 三菱マテリアル資源開発株式会社 , 独立行政法人農業工学研究所
发明人： TAKEUCHI MUTSUO , OKUYAMA TAKEHIKO , NAKAZATO HIROMI , KURODA SEIICHIRO , MATSUZAKA SOICHIRO , SUGAWARA KOHEI , OKAMOTO MASAKI , NARISAWA NOBORU
IPC分类号： G01V3/30 , C02F1/00 , G01S13/88
摘要： PROBLEM TO BE SOLVED: To provide an underground pollutant exploration method and an underground pollution distribution monitoring method capable of acquiring a tomographic video of the ground by a borehole underground radar, and acquiring quickly and accurately the distribution position, the concentration or the like of an underground pollutant from the tomographic video. SOLUTION: This underground pollution distribution monitoring method has a procedure for forming boreholes 11, 12 under the ground, a procedure for radiating an electromagnetic wave into the underground from a transmission means 2 arranged in the borehole, a procedure for receiving the electromagnetic wave radiated from the transmission means by a reception means 3 arranged in the borehole, a procedure for operating the tomographic video including the underground pollutant distribution by a received signal by the reception means, and a procedure for monitoring the pollutant distribution following the elapse of time by the change with time of the tomographic video. COPYRIGHT: (C)2004,JPO

24. 发明专利

JP2003020625A Method for reinforcing soil structure bank body 有权
标题翻译：用于加固土壤结构库存体的方法
公开(公告)号：JP2003020625A
公开(公告)日：2003-01-24
申请号：JP2001210253
申请日：2001-07-11
申请人： Ac Real Estate Corp , National Institute For Rural Engineering , Sanwa Kizai Co Ltd , Taiheiyo Cement Corp , 三和機材株式会社 , 太平洋セメント株式会社 , 株式会社エー・シー・リアルエステート , 独立行政法人農業工学研究所
发明人： TANI SHIGERU , FUKUSHIMA SHINJI , ISHIGURO KAZUO , KAKEGAWA ISAMU , HAMANO MAMORU
IPC分类号： E02B3/04 , E02B7/02 , E02D17/20
摘要： PROBLEM TO BE SOLVED: To provide a bank body reinforcing method suitable for such cases that a site cannot be assured or soil for construction is hard to be procured and capable of increasing a stability and a durability against heavy rain and earthquake. SOLUTION: A present bank body part E corresponding to a reinforcing area R is excavated. As required, filter layers SM and F are provided on the surface of the excavated bank body. Solidifying material such as cement is added to excavated bank body soil, and mixingly agitated with water to produce a large number of solidified soil lumps SS. The large number of solidified soil lumps SS are arranged on a lower flat part 12 close to each other. Packing soil PS formed of the excavated bank body soil is buried between the solidified soil lumps SS to form reinforcement soil layers D of the large number of solidified soil lumps SS and the packing soil PS. Soil covering layers PSa are built to form slopes covering the solidified soil lumps SS at positions mostly apart from a sloped part 14. After the filter layers F are constructed on the sloped part 14, and new reinforcement soil layers D are stacked in the same manner as described above to complete a reinforcement banking part G.
摘要翻译：要解决的问题：提供一种适用于不能确保场地的场合的堤坝增强方法，难以获得施工土壤，并能够提高对大雨和地震的稳定性和耐久性。解决方案：挖掘对应于加强区域R的现有的堤体部分E. 根据需要，过滤层SM和F设置在挖掘的堤体的表面上。将水泥等固化物加入到挖掘的堤体土壤中，与水混合搅拌，产生大量固化土块SS。大量固化的土块SS布置在彼此靠近的下部平坦部分12上。由挖掘的堤体土壤形成的填土土壤PS埋在凝固的土块SS之间，形成大量固化土块SS和填土土壤PS的强化土层D。土壤覆盖层PSa被构造成在大部分远离倾斜部分14的位置形成覆盖固化的土块SS的斜面。在过滤层F构造在倾斜部分14上之后，并且以相同的方式堆叠新的增强土壤层D 如上所述以完成加固银行部分G.

25. 发明专利

JP2006083565A Joint for culvert pipes 审中-公开
标题翻译： CULVERT管接头
公开(公告)号：JP2006083565A
公开(公告)日：2006-03-30
申请号：JP2004268168
申请日：2004-09-15
申请人： National Institute For Rural Engineering , Padei Kenkyusho:Kk , 株式会社パディ研究所 , 独立行政法人農業工学研究所
发明人： ONODERA TSUNEO , FUJIMORI SHINSAKU
IPC分类号： E02B11/00 , F16L1/024 , F16L21/00
摘要： PROBLEM TO BE SOLVED: To provide a joint for culvert pipes, which facilitates connection between the culvert pipes when the culvert pipes each formed of a water permeable perforated pipe or the like, are embedded in the ground to construct a draining culvert or an irrigation culvert, and dispenses with large excavation around a connection portion between the culvert pipes. SOLUTION: The joint 11 for the culvert pipes is formed of an elastically deformable material, and has suckets 13 to which the culvert pipes 16 to be embedded in the ground are connected. The joint has a cutout portion 14 formed in a proximal area of each suckets 13 thereof over half a circumference, and has a slit 15 formed therein so as to extend between each cutout portion 14 and each sucket opening edge 13a in a sucket axial direction. COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供一种用于涵洞管道的接头，当将由透水的多孔管等形成的涵洞管嵌入地面以构成排水涵洞时，其能够有助于涵洞管之间的连接，灌溉涵洞，并且在涵洞管之间的连接部分周围不需要大量挖掘。
解决方案：用于涵洞管的接头11由可弹性变形的材料形成，并具有连接埋在地下的涵洞管16的排水口13。接头具有形成在其每个槽13的近半个圆周的近侧区域中的切口部分14，并且在其中形成有在所述切口部分14和每个开口边缘13a之间沿轴向延伸的狭缝15。版权所有（C）2006，JPO＆NCIPI

26. 发明专利

JP2006081436A Water level regulation system for cultivation area 有权
标题翻译：水位调节系统
公开(公告)号：JP2006081436A
公开(公告)日：2006-03-30
申请号：JP2004268166
申请日：2004-09-15
申请人： National Institute For Rural Engineering , Padei Kenkyusho:Kk , 株式会社パディ研究所 , 独立行政法人農業工学研究所
发明人： ONODERA TSUNEO , FUJIMORI SHINSAKU
IPC分类号： A01G25/00
摘要： PROBLEM TO BE SOLVED: To provide a water level regulation system for a cultivation area keeping outflow of fertile or agrochemical from the cultivation area to a minimum, enabling setting of an appropriate above-ground water level or an underground water level in accordance with various conditions, and suppressing accumulation of earth and sand at the inside of an underdrain water pipe.
SOLUTION: This water level regulation system for the cultivation area is structured as follows: the underdrain water pipe 17 and an earth-and-sand settling separation pipe 18 are laid underground and a water supply box 21 and a water level regulation box 22 are set respectively at the cultivation area 14; an irrigation water flow-in part 23 connected to a supply pipe 15, an irrigation water supply part 24 connected to the earth-and-sand settling separation pipe 18, and an above-ground water supply-and-drainage part 25 communicating with the above-ground part of the cultivation area 14 are set at the water supply box 21; the water level regulation box 22 is provided with a junction with the underground water pipe 17, a junction with a drainage pipe 16, and a water level regulation means 29 with which the height of an overflow dam 28 sharing borders of the cultivation area and a drainage pass can be regulated in accordance with a set water level; and a water pool trap 30 is set between the underdrain water pass 17 and the water level regulation box 22.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供一种养殖区域的水位调节系统，使养殖区域的肥沃或农用化学品流出至少，使得能够按照适当的地上水位或地下水位进行设定具有各种条件，并抑制漏水水管内侧的泥沙积聚。
解决方案：该栽培区域的水位调节系统的结构如下：下水道管17和砂土沉降分离管18铺设在地下，供水箱21和水位调节箱 22分别设置在栽培区域14; 与供给管15连接的灌溉用水流入部23，与砂土沉降分离管18连接的冲洗水供给部24以及与该砂沉降分离管18连通的地上供水排出部25。栽培区域14的地上部分设置在供水箱21处; 水位调节箱22设置有与地下水管17的连接点，与排水管16的连接处以及与水平调节装置29连接，溢流坝28的高度与耕作区域的边界共享，排水通道可根据设定的水位进行调节; 并且在漏水水通道17和水位调节箱22之间设置水池捕集器30.（C）版权所有（C）2006，JPO＆NCIPI

27. 发明专利

JP2005325554A Mole drain forming device, method and mole drain 有权
标题翻译： MOLE排水成型装置，方法和排水
公开(公告)号：JP2005325554A
公开(公告)日：2005-11-24
申请号：JP2004143079
申请日：2004-05-13
申请人： National Institute For Rural Engineering , Padei Kenkyusho:Kk , 株式会社パディ研究所 , 独立行政法人農業工学研究所
发明人： ONODERA TSUNEO , FUJIMORI SHINSAKU
IPC分类号： E02B11/02
摘要： PROBLEM TO BE SOLVED: To provide a mole drain forming device, a method and a mole drain having a structure superior in drainage performance, capable of forming the mole drain superior in drainage performance by efficiently and uniformly inputting and filling a hydrophobic material in the mole drain simultaneously when forming the mole drain. SOLUTION: This mole drain forming device 11 has a work machine installing part 12 installed to and supported by a lifting member movably arranged in the vertical direction in a work machine capable of traveling, a hydrophobic material hopper 13 integrally arranged in the work machine installing part, a hydrophobic material input part 14 continuously arranged in the lower part of the hydrophobic material hopper, a groove forming blade 15 arranged forward in the mole drain excavating direction of the hydrophobic material input part, a hydrophobic material input port 16 arranged in the rear lower part in the projectile culvert excavating direction of the hydrophobic material input part, and a projectile 17 arranged in the rear in the mole drain excavating direction of the hydrophobic material input port. COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：为了提供具有排水性能优异的结构的排水口形成装置，方法和排水装置，能够通过有效均匀地输入和填充疏水性材料来形成排水性能优异的排水性能在摩擦排水时同时进行。解决方案：该排泄口形成装置11具有安装在由能够行进的作业机械沿垂直方向可移动地设置的升降构件并由其支撑的作业机械安装部12，整体设置在工件中的疏水性料斗13 机器安装部分，连续地布置在疏水材料料斗的下部的疏水材料输入部分14，在疏水材料输入部分的排泄挖掘方向前方布置的槽形成刀片15，布置在疏水材料输入部分16中的疏水材料输入端口16 疏水材料输入部的抛射体挖掘方向的后下部，以及在疏水性材料输入口的排泄挖掘方向的后方设置的射弹17。版权所有（C）2006，JPO＆NCIPI

28. 发明专利

JP2005290679A Permeable pavement material composition and paving method 有权
标题翻译：渗透性材料组合物和铺路方法
公开(公告)号：JP2005290679A
公开(公告)日：2005-10-20
申请号：JP2004102993
申请日：2004-03-31
申请人： National Institute For Rural Engineering , Nippon Road Co Ltd:The , Tobu Kagaku Kk , 日本道路株式会社 , 東武化学株式会社 , 独立行政法人農業工学研究所
发明人： FUJIMORI SHINSAKU , KOBORI SHIGEJI , KUGE HARUMI , SAKAGUCHI RIKUO
IPC分类号： E01C7/30 , E01C11/24
摘要： PROBLEM TO BE SOLVED: To provide a permeable pavement material composition which is relatively inexpensive, and excellent in consolidation performance, workability and the characteristics of a completed pavement, in the permeable pavement using various types of aggregates, particularly, a woody aggregate as an aggregate.
SOLUTION: This permeable pavement material composition contains the woody aggregate, a magnesia-based solidification agent, an emulsifiable resin and water.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：为了提供使用各种类型的聚集体，特别是木质聚集体的可渗透路面中相对便宜并且固化性能，加工性和完成路面特性优异的可渗透路面材料组合物作为总计。解决方案：该透气路面材料组合物含有木质骨料，氧化镁基固化剂，可乳化树脂和水。版权所有（C）2006，JPO＆NCIPI

29. 发明专利

JP2005238167A Sludge drying method 有权
标题翻译：泥浆干燥方法
公开(公告)号：JP2005238167A
公开(公告)日：2005-09-08
申请号：JP2004054337
申请日：2004-02-27
申请人： National Institute For Rural Engineering , 独立行政法人農業工学研究所
发明人： NAKAMURA MASATO , YUYAMA YOSHITO
IPC分类号： C02F11/12
CPC分类号： Y02W10/37
摘要： PROBLEM TO BE SOLVED: To achieve the efficiency of recovery work and the shortening of a drying treatment time while preventing the mixture of sludge with foreign matter. SOLUTION: A drying bed 10 includes a drain bed 16 and also has a drain port 15 provided to the bottom part thereof. The drain bed 16 is formed of a lower gravel layer 2A and an upper sand layer 2B by successively charging gravel and coarse sand in the drying bed 10. After a nonwoven fabric 20 made of polyester, which prevents the passage of a solid substance and permits the passage of water, is laid on the upper surface of the drain bed 16, concentrated sludge 3 with a high water content is charged on the nonwoven fabric 20. The nonwoven fabric 20 is wider than the upper surface of the drain bed 16 and the edge part of the nonwoven fabric 20 is exposed so as to leave space 21 at the time of charging of the concentrated sludge 3. After the water content of sludge 3 lowers, the sludge 3 is transferred to a concrete floor 18 with a high evaporation capacity using the nonwoven fabric 20 and dried. The sludge 3A with a reduction in its water content is crushed on the concrete floor 18 to be rapidly dried. COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：为了实现回收工作的效率和缩短干燥处理时间，同时防止污泥与异物的混合。解决方案：干燥床10包括排水床16，并且还具有设置在其底部的排出口15。排水床16由下层砾石层2A和上层砂层2B构成，通过在干燥床10中连续地装入砾石和粗砂。在由聚酯制成的无纺布20之后，防止固体物质通过并允许在排水床16的上表面放置水，水分含量高的浓缩污泥3装入无纺布20上。无纺布20比排水床16的上表面宽，无纺布20的边缘部分被暴露，以便在浓缩污泥3充电时留下空间21.在污泥3的含水量降低之后，将污泥3转移到具有高蒸发能力的混凝土地板18上使用无纺布20并干燥。其水分含量降低的污泥3A在混凝土地板18上被粉碎，以迅速干燥。版权所有（C）2005，JPO＆NCIPI

30. 发明专利

JP2005232739A Sediment flow-out preventing method and sediment flow-out preventing agent spraying device 有权
标题翻译：流体流出预防方法和流出流防止剂喷雾装置
公开(公告)号：JP2005232739A
公开(公告)日：2005-09-02
申请号：JP2004041315
申请日：2004-02-18
申请人： Maeda Corp , National Institute For Rural Engineering , 前田建設工業株式会社 , 独立行政法人農業工学研究所
发明人： FUJIMORI SHINSAKU , TANIMOTO TAKESHI , WAKASUGI KOSUKE , KATSUMATA MASAHARU , IIJIMA TAKESHI , NODA KENJI , TAKAGI TORU , FUKUDA KAZUTO
IPC分类号： E02D17/20 , E01C13/00
摘要： PROBLEM TO BE SOLVED: To provide a sediment flow-out preventing method and a sediment flow-out preventing agent spraying device for preventing the flow-out of sediment by low-cost simple construction.
SOLUTION: The sediment flow-out preventing agent spraying device 1 comprises a fiber material storage tank 2 for storing fiber materials which cover a soil surface, a fiber material spray part 3 connected to the lower part of the fiber material storage tank 2 for spraying the fiber materials, a solidifying agent storage tank 4 for storing a solidifying agent to be sprayed on the soil surface on which the fiber materials are sprayed, and a solidifying agent spray nozzle 5 for spraying the solidifying agent provided in the solidifying agent storage tank 4.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：提供一种通过低成本的简单结构来防止沉积物流出的防止沉积物流出防止方法和防止沉积物流出防止剂喷射装置。防污剂喷雾装置1包括用于储存覆盖土壤表面的纤维材料的纤维材料储存罐2，连接到纤维材料储存罐2的下部的纤维材料喷射部分3 用于喷射纤维材料的固化剂储存罐4，用于储存喷洒在其上喷洒有纤维材料的土壤表面上的固化剂的固化剂储存罐4和用于喷射设置在固化剂储存器中的固化剂的固化剂喷嘴5 坦克4.版权所有（C）2005，JPO＆NCIPI

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