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    • 83. 发明申请
    • STRUCTURE OF INFILTRATION PIPE
    • 渗透管结构
    • US20100189504A1
    • 2010-07-29
    • US12543177
    • 2009-08-18
    • Mei Ju LIN
    • Mei Ju LIN
    • E02B11/00
    • A01G25/06
    • An improved structure of infiltration pipe includes an infiltration pipe made of a flexible material. The infiltration pipe has a surface suffused with fine infiltration holes. A mesh layer is wrapped on an external part of the infiltration pipe, and includes a plurality of reinforcing stripes combined with the infiltration pipe to form a plurality of mesh holes. Therefore, the mesh layer is firmly wrapped on the external part of the infiltration pipe, so as to enhance strength of the infiltration pipe, such that the infiltration pipe bears a larger tension and gravity, thereby forming a reinforced infiltration pipe structure.
    • 渗透管的改进结构包括由柔性材料制成的渗透管。 渗透管表面充满了细小的渗透孔。 网状层被包裹在渗透管的外部,并且包括与渗透管结合的多个加强条,以形成多个网孔。 因此,网状层被牢固地包裹在渗透管的外部,从而提高渗透管的强度,使得渗透管承受较大的张力和重力,从而形成增强的渗透管结构。
    • 84. 发明授权
    • Fluid distribution system
    • 流体分配系统
    • US07762740B1
    • 2010-07-27
    • US12215947
    • 2008-06-30
    • Wayne BurrittRobert ButlerFrank A. Schaub
    • Wayne BurrittRobert ButlerFrank A. Schaub
    • E02B11/00E02B15/00
    • E03F1/002
    • By providing an easily transported, filler component system, leaching field forming elements for establishing a series of flexible design passageways into which the desired fill material is placed, a highly effective, easily installed, competitively priced with enhanced biological habitat underground fluid distribution system is achieved. In accordance with the present invention, the desired passageways are quickly and efficiently created by employing pre-folded cardboard panels, or other pervious materials, placing the materials in an excavated location or site in cooperating relationship with each other for creating the desired leaching fields. In the preferred embodiment, two, substantially identical, pre-folded cardboard panels are employed and are positioned in juxtaposed, cooperating, spaced, facing relationship with each other, establishing a central passageway therebetween.
    • 通过提供易于运输的填料组分系统,浸出场形成元件用于建立一系列柔性设计通道,其中放置期望的填充材料,实现了具有增强的生物栖息地下流体分配系统的高效,易于安装,具有竞争力的价格 。 根据本发明,通过使用预折叠的纸板板或其他可渗透的材料,将材料放置在挖掘的位置或位置中以彼此协作关系,以产生所需的浸出场,快速有效地产生所需的通道。 在优选实施例中,使用两个基本上相同的预折叠的纸板板,并且彼此并置放置,配合,间隔开的面对关系,在它们之间建立一个中心通道。
    • 85. 发明申请
    • Leach Field Form and Method of Use
    • 泄漏场形式和使用方法
    • US20100178112A1
    • 2010-07-15
    • US12730817
    • 2010-03-24
    • David A. Potts
    • David A. Potts
    • E02B11/00
    • C02F3/046B09C1/002C02F1/00C02F3/02C02F3/104C02F2203/006E02B11/00E03F1/002Y02A10/33Y02A20/408Y02W10/15
    • A leach field form comprising: a container with an open bottom and an open top, and four exterior walls of a first height, and at least one interior wall; at least one geonet volume with an open bottom and an open top located in the container; at least one granular volume with an open bottom and an open top located in the container; and where any of the at least one geonet volumes is separated from any adjacent granular volume by an interior wall. A method of making a leach field using a leach field form comprising: digging a trench; placing a leach field form in the trench; backfilling the trench, allowing backfill to fill any granular volumes in the form; inserting geonet into geonet volume located in the form; and removing the form from the trench.
    • 一种浸出场形式,包括:具有开口底部和敞开顶部的容器,以及具有第一高度的四个外壁和至少一个内壁; 至少一个具有敞开的底部和位于所述容器中的开放顶部的地质体积; 具有开口底部和位于所述容器中的敞开顶部的至少一个颗粒体积; 并且其中所述至少一个地质体中的任何一个通过内壁与任何相邻的颗粒体积分离。 一种使用浸出场形式制造浸出场的方法,包括:挖掘沟槽; 将浸出场形式放置在沟槽中; 回填沟槽,允许回填填充形式的任何颗粒体积; 将geonet插入到形式中的geonet卷; 并从沟槽中移除形式。
    • 86. 发明授权
    • Method of installing a synthetic grass system
    • 安装合成草地系统的方法
    • US07722288B2
    • 2010-05-25
    • US11977435
    • 2007-10-24
    • Jean PrevostStephen MurphyJean Beliveau
    • Jean PrevostStephen MurphyJean Beliveau
    • E01C13/08E02B11/00
    • E01C13/08E01C13/02
    • A drainage system for use with a synthetic grass surface, the system having a base having a center portion with a first depth and a perimeter channel with a second depth being greater than the first depth, a plurality of tiles above the base, and a synthetic grass above the plurality of tiles. Also, a business method facilitates installation of a synthetic grass system which utilizes drainage tiles positioned between a stone base and the bottom of the synthetic turf, wherein a mold for manufacturing the tile is provided from the turf company to a manufacturing company located in relatively close proximity to where the synthetic turf system is to be installed.
    • 一种与合成草地表面一起使用的排水系统,该系统具有基部,该基部具有第一深度的中心部分和具有大于第一深度的第二深度的周边通道,在基部上方的多个瓦片, 草地上面的多个瓷砖。 此外,商业方法有利于安装合成草地系统,其使用位于石基和合成草皮底部之间的排水砖,其中用于制造砖的模具从草皮公司提供到位于相对靠近的制造公司 靠近要安装合成草皮系统的地方。
    • 88. 发明申请
    • AGRICULTURAL WATER RETENTION AND REPLENISHMENT SYSTEM
    • 农业水保持和补偿制度
    • US20100092240A1
    • 2010-04-15
    • US12248415
    • 2008-10-09
    • Joseph Glasser
    • Joseph Glasser
    • E02B11/00
    • E02B11/00A01G20/00A01G25/02
    • A water retention structure is provided below the surface of the soil in which plants are to be grown. The soil is excavated to a depth d below the plant's root structure and one, or more, water impervious polymeric sheet 10 is placed in the excavation. Each sheet has raised lands for supporting a non-woven filter cloth 10. Between the polymeric sheet and the cloth filter and among the raised lands, valleys or depressions are defined. Excess water is collected in these valleys for aspiration by the plant roots, and any additional water is fed to a storage reservoir, where the water can be pumped out for use elsewhere, and/or for use in irrigating the same soil during periods of reduced rainfall.
    • 在植物要生长的土壤表面下方提供一种保水结构。 将土壤挖掘到植物根部结构下方的深度d,并且将一个或多个不透水的聚合物片材10放置在挖掘中。 每个片材具有用于支撑无纺布滤布10的凸起的土地。在聚合物片材和布过滤器之间以及在凸起的区域中,限定了谷或凹陷。 多余的水被收集在这些谷中以供植物根部抽吸,并且任何额外的水被供给到储存储存器,在那里可将水排出用于其他地方,和/或在减少期间用于冲洗相同的土壤 雨量。
    • 89. 发明授权
    • Drain board installing device without anchor plate
    • 排水板安装装置无锚板
    • US07614823B2
    • 2009-11-10
    • US12335455
    • 2008-12-15
    • Gan-Joo KimGyo-Byum JinJae-Ok LeeDae-Gwang Yoon
    • Gan-Joo KimGyo-Byum JinJae-Ok LeeDae-Gwang Yoon
    • E02B11/00
    • E02D3/103
    • A drain board installing device without an anchor plate is disclosed. A drain board temporary clamp device 146 comprises a protrusion body 321 provided at the center part of an inner wall of the through hole below the drain casing; a plate shaped arm 333 provided with a slit to allow the arm to ascend and descend at a predetermined length along a longitudinal direction of the drain casing within the through hole of the drain casing under the guide of the protrusion; and a T shaped rod 335 fixed to a lower part of the plate shaped arm, wherein, when the plate shaped arm 333 and the T shaped rod 335 descend toward the lower end of the drain casing within the maximum range by means of their load, a lower end part 333a of the plate shaped arm descends to the part where a lower end part 204a of the drain casing is located, and when the plate shaped arm 333 and the T shaped rod 335 move toward the upper end of the drain casing within the maximum range by means of their load, a T shaped end part 335a of the rod is caught in a slit 154 formed in the lower end part of the drain casing.
    • 公开了一种没有锚板的排水板安装装置。 排水板临时夹紧装置146包括:突出体321,其设置在排水壳体下方的通孔的内壁的中心部; 设置有狭缝的板状臂333,用于允许臂在突出部的引导件的排水壳体的通孔内沿着排水壳体的纵向方向以预定长度上升和下降; 以及固定在板状臂的下部的T字型杆335,其中,当板状臂333和T形杆335借助于其负载在最大范围内朝向排水套筒的下端下降时, 板状臂的下端部333a下降到排水壳体的下端部204a所在的部分,当板状臂333和T形杆335朝向排水壳体的上端移动时, 通过其负载的最大范围,杆的T形端部335a被卡在形成在排水壳体的下端部的狭缝154中。