| 序号 | 专利名 | 申请号 | 申请日 | 公开（公告）号 | 公开（公告）日 | 发明人 |
|---|---|---|---|---|---|---|
| 161 | IMPROVEMENTS IN AND RELATING TO DRAINAGE SYSTEMS | PCT/GB2013051413 | 2013-05-28 | WO2013179022A3 | 2014-05-15 | HUMBERSTONE STEPHEN; YOUNG DAVID; BAMFORTH ALAN |
| A storage and attenuation structure for a drainage system, an outflow controller, and combined outflow controller and storage and attenuation structure are described, useful for drainage of green roofs. | ||||||
| 162 | COMPOSITIONS AND METHODS FOR THE CONTROL OF NEMATODES AND SOIL BORNE DISEASES | PCT/US2010001094 | 2010-04-13 | WO2011031287A2 | 2011-03-17 | PULLEN ERROLL M; PULLEN MELVIN DONOVAN |
| The instant invention relates to compositions and methods for the control of nematodes and soil borne diseases using compositions comprising high terpene containing oils and one or more surfactants. The invention also relates to methods for increasing the wetted soil volume available for water utilization by plant roots using the disclosed compositions. | ||||||
| 163 | METHOD OF IDENTIFYING AND LOCALIZING DRAINAGE TILE PROBLEMS | PCT/US2007004624 | 2007-02-20 | WO2007106309A3 | 2008-11-20 | ANDERSON NOEL WAYNE; FAIVRE STEPHEN MICHAEL; STELFORD MARK WILLIAM |
| A method of identifying drainage tile problems in a field (10) including steps of detecting, predicting and comparing moisture levels. The steps including detecting a moisture level at predetermined locations in the field (114); predicting moisture levels at the predetermined locations (112); and comparing the moisture levels detected in the detecting step with the moisture levels predicted in the predicting step (116). | ||||||
| 164 | OPTIMUM WATER RETENTION SYSTEM FOR USE IN AGRICULTURAL FIELDS | PCT/US9311851 | 1993-12-06 | WO9414310A3 | 1994-08-18 | DAVIS MICHAEL K; DAVIS DICK D |
| The invention is for an optimum water and soil retention system for use in an agricultural field, which includes watershed units having a basin, borders located on opposite sides of the basin, an ingress and an egress weir located at opposite ends of the basin. The top surface of the ingress weir is below the top surface of the borders at the point where the ingress weir intersects the borders. The top surface of the egress weir is nearly always below the level of the ingress weir. The watershed units are arranged consecutively end to end to form a string, which normally runs from a high point in the field to a low point or drainageway. The field is divided into collateral strings thus creating a complete and systematic field of watershed units. | ||||||
| 165 | COMPOSITE MATERIAL | PCT/GB2011051732 | 2011-09-14 | WO2012035348A2 | 2012-03-22 | HERBERT JIM; SLATER PAUL |
| A composite material made up of fluid permeable layer and a core having drainage voids between projections thereon. The core has a number of relatively large openings defined therein so that in use the fluid permeable layer may extend through the openings in response to a working load applied thereto. | ||||||
| 166 | IMPROVEMENT TO INSTALLATIONS WHICH ARE USED TO LOWER AN AQUIFER IN A POROUS SUBSTRATE BY MEANS OF DRAINAGE, IN ORDER TO ENABLE THE DEPOSITION OF A SOLID SEDIMENTARY MATERIAL | PCT/EP2004011351 | 2004-10-06 | WO2005033419A3 | 2006-11-09 | LINDEROTH CARL FREDRIK |
| The invention relates to an improvement to installations which are used to lower an aquifer in a porous substrate (5), particularly sand, by means of drainage, in order to enable the deposition of a solid sedimentary material which is suspended in a natural body of water (2) that is subject to variations in level and which is associated with the porous substrate (5), by reducing the hydraulic pressure inside said substrate. The installation comprises at least one water collection drain (6, 6') which is buried in the substrate (5). The aforementioned drain (6, 6') is connected to a gathering station (10) by means of a manifold system (12, 12'), said station being equipped with a pumping system (13) which is designed to pump the water collected. The above-mentioned manifold system (12, 12') conveys the water collected by the drain(s) (6, 6') into the gathering station (10). The installation comprises means (20, 20') for automatically determining the level of the natural water body (2), which are connected to means (18 and, optionally, 16, 16') for stopping the pumping system (13) directly or indirectly when the level of the natural water body (2) is above a determined threshold value. In addition, the means used for automatically determining the level of the natural water body (2) preferably take the form of a piezometric-type pressure sensor (20, 20'). | ||||||
| 167 | SYSTEM AND METHOD FOR DRAINING SOIL PROFILES | PCT/US2004003943 | 2004-02-10 | WO2004071159A3 | 2005-01-27 | MCCOY EDWARD |
| A passive system for effectively removing excess water from a soil profile. The system includes an array of fibrous capillary drains inserted at regular intervals into the soil profile. These capillary drains traverse one of more of the layers of the soil profile. Typically, the soil profile in question includes a root zone and a gravel layer beneath the root zone, and the capillary drains provide a continuous porous pathway of capillary pores extending from the lower reaches of the root zone through the gravel layer. The capillary drains themselves may be constructed from fiberglass rope, fiberglass tape, or a contained column of sand or similar particulate matter. | ||||||
| 168 | SUB-BASE DRAINAGE DEVICE | PCT/CA0101601 | 2001-11-16 | WO0240784A3 | 2002-10-31 | KIM HUN S |
| Water drainage elements (10, 20) are used in place of gravel or crushed rock in drainage beds, as around foundations, in sports fields and roof gardens. The elements comprise hollow spherical shells (12, 22), typically made of thermoplastic material or of metal, having holes (14) for water to flow in and out of the shells. A drainage bed comprising such elements has a higher water-carrying capacity than conventional drainage beds made with gravel or crushed rock. | ||||||
| 169 | 畑の一次排水水質向上浄水装置 | JP2016568919 | 2015-03-31 | JP6326509B2 | 2018-05-16 | 王沛芳; 王超; ▲銭▼▲進▼; 侯俊; ▲饒▼磊; 包子云 |
| 170 | 地下水をチャネリングするための装置および方法 | JP2014524472 | 2012-08-03 | JP6155263B2 | 2017-06-28 | ウィリアム アーネスト タラパスキィー |
| 171 | Geogrid, non-woven fabric or a woven fabric, and strapping bands | JP2013526385 | 2011-07-29 | JP2013537943A | 2013-10-07 | クナック，インゴ |
| The present invention relates to a geogrid, a non-woven or woven fabric and a strapping band, methods for their preparation and their use. | ||||||
| 172 | Infiltration block | JP2007515824 | 2005-06-06 | JP2008502825A | 2008-01-31 | マルセル ロエルフセマ |
| The present invention concerns a plastics infiltration block adapted for combining multiple infiltration blocks into an underground construction for infiltration or attenuation purposes. The infiltration block has an essentially rectangular parallelepipedal body having pairs of opposed first, second and third faces. Through the infiltration block at least one inspection channel extends, with inspection channel openings positioned in opposed third faces of the infiltration block. The area of each inspection channel opening is at least 10% of the size of the area of the third face in which it is positioned. The infiltration block comprises a single infiltration block element or multiple couple infiltration block elements, wherein one or more inspection channel sections of the one or more inspection channels are delimited by a single or multiple coupled infiltration block elements. At least one infiltration block element is of a one-part plastic construction having an essentially rectangular parallelepipedal body with side body parts essentially on opposite sides of the one or more inspection channel sections, and with at least one intermediate body part situated between the side body parts. Side body parts form the first faces of the infiltration block and intermediate body parts form second faces of the infiltration block. The side body parts and one or more intermediate body parts of said one-part plastic construction infiltration block element are essentially formed by a grid of duct walls, which duct walls form essentially parallel ducts extending between each first face and the one or more inspection channels of the infiltration block element, and between each second face and the one or more inspection channels of the infiltration block element. The total area covered by the one or more inspection channel openings is at least half of the size of the area of the third face of the infiltration block in which this one or more inspection channel openings are positioned. <IMAGE> | ||||||
| 173 | Construction method for draining ground and member used therefor | JP2001392918 | 2001-12-25 | JP2003193543A | 2003-07-09 | SAKAMOTO MASAO |
| PROBLEM TO BE SOLVED: To provide a construction method for draining ground and its member capable of preventing a drop of water from being penetrated into the ground even when only the ground surface which is formed out of crushed stone and surface soil is wetted, draining and drying the ground more properly in a short time. SOLUTION: The surrounding of a surface-to-be-drained of the ground 1 is dug to form a water channel 3, the center part of the surface of the water channel 3 is raised than the surrounding part, the ground by roller compaction is leveled to make it a substrate 2, the substrate 2 is covered with a plastic corrugated sheet 7 made by protruding rows 18 and recessed rows 19, the crushed stone 8 is layered and covered with surface soil 9, and water penetrated into the ground surface soil 9 due to raining is made to flow into the surrounding water passage 3 through the recessed rows 19 of the plastic corrugated sheet 7 for draining. COPYRIGHT: (C)2003,JPO | ||||||
| 174 | Material to be used in the fluid transfer system | JP2001500066 | 2000-05-31 | JP2003500578A | 2003-01-07 | アレグザンダー ガスカース ジョン |
| (57)【要約】 流体移送システムにおいて使用する材料を開示する。 その移送材料は、１つまたは複数の硬化した熱硬化性材料、および／または１つまたは複数の繊維材料、およびそれに融合される１つまたは複数の熱可塑性材料を含む。 その移送材料は流体移送用のシステム、特に排水および／または灌漑用のシステムを製造するためにパイプまたはガッタと使用される。 | ||||||
| 175 | Laminated structure | JP2000179204 | 2000-06-15 | JP3258995B2 | 2002-02-18 | HONDA MAKOTO |
| Disclosed is a stacked structure capable of making easier work to be performed in the work site and improving the working efficiency. The stacked structure comprises skeleton members (50) each having mountain-shaped portions (51) with substantially mountain-like shapes successively repeated in an X-axis direction and substantially the same sectional form extending in a Y-axis direction orthogonal to the X-axis direction, the skeleton members (50) being stacked from one above another in a Z-axis direction orthogonal to the X-axis direction and the Y-axis direction to form the stacked structure. When stacking the skeleton members one above another, bottom ends (56) of the mountain-shaped portions (51) with substantially mountain-like shapes successively repeated of one of two skeleton members adjacent each other in the Z-axis direction are arranged to cross top ends (54) of the mountain-shaped portions (51) of the other skeleton member. <IMAGE> | ||||||
| 176 | Laminated structure | JP28293398 | 1998-10-05 | JP3258966B2 | 2002-02-18 | HONDA MAKOTO |
| Disclosed is a stacked structure capable of making easier work to be performed in the work site and improving the working efficiency. The stacked structure comprises skeleton members (50) each having mountain-shaped portions (51) with substantially mountain-like shapes successively repeated in an X-axis direction and substantially the same sectional form extending in a Y-axis direction orthogonal to the X-axis direction, the skeleton members (50) being stacked from one above another in a Z-axis direction orthogonal to the X-axis direction and the Y-axis direction to form the stacked structure. When stacking the skeleton members one above another, bottom ends (56) of the mountain-shaped portions (51) with substantially mountain-like shapes successively repeated of one of two skeleton members adjacent each other in the Z-axis direction are arranged to cross top ends (54) of the mountain-shaped portions (51) of the other skeleton member. <IMAGE> | ||||||
| 177 | Laminated structure | JP2000179204 | 2000-06-15 | JP2001032334A | 2001-02-06 | HONDA MAKOTO |
| PROBLEM TO BE SOLVED: To provide a laminated structure in which works on a field are facilitated and working efficiency is improved. SOLUTION: The laminated structure is formed by laminating skeleton members 50 having approximately chevron-shaped chevron sections 51 continued in the X-axis direction and having a shape extended in approximately the same cross sections in the Y-axis direction crossing at right angles with the X-axis direction in the Z-axis direction crossing at right angles with the X-axis direction and the Y-axis direction. The bottom sections 56 of the continuous approximately chevron-shaped chevron sections 51 of one skeleton members 50 in the skeleton members 50 adjacent in the Z-axis direction and the top sections 54 of the chevron sections 51 of the other skeleton members 50 in the adjacent skeleton members 50 are arranged and laminated in crossing relationship. | ||||||
| 178 | Methods and members to be used in it to form a new sewage wall, the lower water wall | JP50245598 | 1997-06-25 | JPH11513086A | 1999-11-09 | ソリアーノ、アラン; ドニオ、アラン |
| (57)【要約】 本発明は、ろ過材（１０）を充填した複数枚の基本パネル（ｐ）から成る下水壁であって、該パネルは中間部材（Ｊ）によって互いに分離されると共に、各隣接する対の前記パネルを連通する部材（２）が各前記中間部材の下部分内に埋め込まれていることを特徴とする下水壁を開示している。 本発明は、また、それを実行するための方法及び部材も開示している。 本発明は、特に地滑り地域に有用である。 | ||||||
| 179 | Laminate structure | JP11577898 | 1998-04-24 | JP2901959B2 | 1999-06-07 | HONDA MAKOTO |
| 180 | Drainage and water retention device | JP3391192 | 1992-04-24 | JPH083443Y2 | 1996-01-31 | 定石 古川 |
| The present invention is a structured body for drainage treatment which is an unit box composed of a top panel having multiple weep holes and downward cylinders provided therein and side walls having multiple weep holes and joints for connection, which can be spread to a desired size by connecting these unit boxes. The structured body for drainage treatment can be used as a material for drainage of sports grounds, roads, parks, golf links, stockhouses, riding grounds and the like, as an antifreezing material for roads in cold districts, and as a material for preparing tree-planting ground in the concrete portion on the roof, desert areas and the like. Furthermore, the present invention includes and impounding and flushing system to prevent muddy earth (sludge) from sedimenting in the concrete face of the like on the building roof which s the face that the structured body for drainage treatment described above is to be placed. | ||||||
QQ群二维码
意见反馈
意见反馈