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公开(公告)号：US5857297A
公开(公告)日：1999-01-12
申请号：US879179
申请日：1997-06-20
申请人： Robert D. Sawyer
发明人： Robert D. Sawyer
CPC分类号： E02D31/02 , E02D2250/0015 , E02D2300/0017 , E02D2450/105
摘要： A water impervious, elastomeric coating is applied to the outer surface of a foundation wall and across the joint between the lower end of the wall and the footing. Protection board is bonded to the elastomeric coating and serves to prevent damage to the coating during backfilling of the foundation wall. The protection board is composed of an impact resistant, extruded, thermoplastic material and has inner and outer faces connected together by a series of parallel spaced ribs which define vertical channels that extend the height of the board. A plurality of spaced isolated holes are formed in the outer face of the board and communicate with the channels. The board not only protects the elastomeric coating from damage, but the inner face provides an additional waterproofing membrane, and the holes and channels facilitate movement of water to the drain tile and relieve hydrostatic pressure on the wall.
摘要翻译： 将不透水的弹性体涂层施加到基础壁的外表面并且跨越壁的下端和基脚之间的接合处。 保护板结合到弹性体涂层上，用于防止在基础墙回填期间损坏涂层。 保护板由耐冲击，挤出的热塑性材料组成，并且内表面和外表面通过一系列平行隔开的肋连接在一起，这些肋限定了延伸板高度的垂直通道。 在板的外表面上形成多个隔开的隔离孔，并与通道连通。 该板不仅保护弹性体涂层免受损坏，而且内表面还提供了一个额外的防水膜，并且孔和通道有助于将水移动到排水瓦片上，并缓解墙上的静水压力。
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公开(公告)号：US09447557B2
公开(公告)日：2016-09-20
申请号：US14626817
申请日：2015-02-19
CPC分类号： E02D27/01 , E02D27/08 , E02D31/00 , E02D2250/0015 , E02D2300/0046
摘要： Footer products, and footers made with such products. Such product includes an insulating member between its upper and lower surfaces. The upper surface receives a load. The interior transfers the load from the upper surface to the lower surface, and distributes the load laterally and longitudinally such that the load received at the lower surface is within the load-bearing capacity of underlying soil. The product provides a thermal shock barrier between underlying soil and the interior of the building. The insulating member can comprise the entirety of the product, or can be combined with top and/or bottom load distributing layers, or can be combined with intercostals which extend top-to-bottom through the foam. Such footers are useful in constructing structures which use footers to spread the overlying load onto a greater surface area of the underlying soil than the cross-section area of the structure which presents the load to the footer.
摘要翻译： 页脚产品和用这种产品制成的页脚。 这种产品在其上表面和下表面之间包括绝缘构件。 上表面接收负载。 内部将载荷从上表面转移到下表面，并将载荷横向和纵向分配，使得在下表面处接收的载荷在下面的土壤的承载能力之内。 该产品在下层土壤和建筑物内部之间提供热冲击屏障。 绝缘构件可以包括整个产品，或者可以与顶部和/或底部负载分布层组合，或者可以与从顶部到底部穿过泡沫延伸的肋间组合。 这样的页脚可用于构造结构，其使用页脚将上覆载荷铺展在下层土壤的较大表面积上，而不是将结构的横截面积提供给页脚。
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公开(公告)号：US20240200297A1
公开(公告)日：2024-06-20
申请号：US18067918
申请日：2022-12-19
发明人： Andrew CURSON , Tom-Ross JENKINS , Andrew Edward WALLER , Daniel John GALLAGHER , Daniel Mark BAKER , Manoj Kumar TYAGI , Joseph CAVANAUGH
CPC分类号： E02D3/02 , B32B3/266 , B32B5/18 , B32B7/02 , B32B27/065 , B32B27/32 , B32B37/206 , B32B2250/03 , B32B2250/40 , B32B2264/1021 , B32B2264/1022 , B32B2264/1026 , B32B2264/1027 , B32B2264/104 , B32B2264/108 , B32B2266/025 , B32B2305/022 , B32B2307/516 , B32B2307/518 , B32B2307/732 , B32B2323/00 , E02D2250/0015 , E02D2300/0006 , E02D2300/0046 , E02D2300/0051 , E02D2300/0079
摘要： An expanded multilayer integral geogrid includes a plurality of oriented strands interconnected by partially oriented junctions having an array of openings therein that is produced from a coextruded or laminated multilayer polymer starting sheet. The integral geogrid has a multilayer construction, with at least one inner layer thereof having a structure that is expanded relative to at least one other layer of the multiple layers. By virtue of the expanded inner layer structure, the expanded multilayer integral geogrid provides for increased layer compressibility under load, resulting in enhanced material properties that provide performance benefits to use of the expanded multilayer integral geogrid in soil geosynthetic reinforcement, and economic benefits compared to a like integral geogrid without an expanded inner layer structure.
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公开(公告)号：US11808005B2
公开(公告)日：2023-11-07
申请号：US17456158
申请日：2021-11-22
申请人： Mark A. Porter
发明人： Mark A. Porter
CPC分类号： E02D5/285 , E02D5/226 , E02D27/525 , E02D2200/1685 , E02D2250/0015 , E02D2300/0007 , E02D2300/0045 , E02D2300/0053
摘要： A pile is comprised of a pipe, i.e., a hollow tube or hollow cylinder, with a coextensive internal reinforcement comprised of a plurality of intersecting walls. The pile is comprised of a blend of a thermoplastic and 20 to 50% (pbw) pelletized chopped strand glass fibers. The outer surface includes a co-extruded cap stock that is relatively smooth and exhibits a relatively low coefficient of friction. The internal structures exhibit roughness, bumpiness and a relatively high coefficient of friction for an extruded plastic. A groove may be formed in the pile adjacent to an end for resistance to uplift.
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5.发明申请FOOTER, FOOTER ELEMENTS, AND BUILDINGS, AND METHODS OF FORMING SAME 有权FOOTER，FOOTER ELEMENTS，AND BUILDING，AND METHODS OF FORMING SAME公开(公告)号：US20150240441A1
公开(公告)日：2015-08-27
申请号：US14626817
申请日：2015-02-19
CPC分类号： E02D27/01 , E02D27/08 , E02D31/00 , E02D2250/0015 , E02D2300/0046
摘要： Footer products, and footers made with such products. Such product includes an insulating member between its upper and lower surfaces. The upper surface receives a load. The interior transfers the load from the upper surface to the lower surface, and distributes the load laterally and longitudinally such that the load received at the lower surface is within the load-bearing capacity of underlying soil. The product provides a thermal shock barrier between underlying soil and the interior of the building. The insulating member can comprise the entirety of the product, or can be combined with top and/or bottom load distributing layers, or can be combined with intercostals which extend top-to-bottom through the foam. Such footers are useful in constructing structures which use footers to spread the overlying load onto a greater surface area of the underlying soil than the cross-section area of the structure which presents the load to the footer.
摘要翻译： 页脚产品和用这种产品制成的页脚。 这种产品在其上表面和下表面之间包括绝缘构件。 上表面接收负载。 内部将载荷从上表面转移到下表面，并将载荷横向和纵向分配，使得在下表面处接收的载荷在下面的土壤的承载能力之内。 该产品在下层土壤和建筑物内部之间提供热冲击屏障。 绝缘构件可以包括整个产品，或者可以与顶部和/或底部负载分布层组合，或者可以与从顶部到底部穿过泡沫延伸的肋间组合。 这样的页脚可用于构造结构，其使用页脚将上覆载荷铺展在下层土壤的较大表面积上，而不是将结构的横截面积提供给页脚。
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公开(公告)号：US6033155A
公开(公告)日：2000-03-07
申请号：US36898
申请日：1998-03-09
申请人： John E. Irvine , John J. Yeosock
发明人： John E. Irvine , John J. Yeosock
CPC分类号： E02D5/02 , E02D5/08 , E02D2250/0015 , E02D2300/0007
摘要： Structural panels (12) of extruded PVC and of stretched Z-shaped configuration and which can be driven into the ground include strengthening ribs (36-40) extending from the inner surfaces (34 and 35) of the opposed side sections (26 and 27). The ribs extend at a right angle to the side section bending planes (56 and 57) and at a right angle to the panel bending plane (64), thereby adding significant resistance to both compression and tension forces applied to the panel. The structural panels are driven into the earth to form a wall barrier, with the female locking element (43) being telescopically moved along the male locking element (42) of a previously installed panel. Distal strengthening rib (40) functions as a driving tongue to stabilize the position of the male locking element (42) during driving of the panel into the ground.
摘要翻译： 挤出的PVC和拉伸Z形结构的结构板（12）可以被驱动到地面中，包括从相对的侧部分（26和27）的内表面（34和35）延伸的加强肋（36-40） ）。 这些肋与侧部弯曲面（56和57）成直角地延伸并且与面板弯曲平面（64）成直角，从而对施加到面板的压缩和拉伸力两者增加了显着的阻力。 结构板被驱动到地面中以形成壁垒，其中阴锁定元件（43）可以沿着先前安装的面板的阳锁定元件（42）伸缩移动。 远侧加强肋（40）用作驱动舌头，以在将面板驱动到地面期间稳定阳锁定元件（42）的位置。
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公开(公告)号：US11851840B1
公开(公告)日：2023-12-26
申请号：US18100355
申请日：2023-01-23
申请人： JOHN LAWRIE, INC.
CPC分类号： E02D5/285 , E02D5/48 , E02D2200/1685 , E02D2250/0015 , E02D2300/0029 , E02D2600/20
摘要： A coupling between lead and extension pile segments of a driven piling. The extension segment has a formed end, an opposite driven end and a body extending therebetween. The formed end has an inner diameter equal to an outer diameter of an exposed end of the lead segment and greater than an outer diameter of the extension segment's body. The formed end has an initial length prior to coupling the extension and lead segments; the formed end undergoes secondary end forming when a driving force is applied, such that the formed end has a final length exceeding the initial length after the extension and lead segments are coupled. In some embodiments, the extension segment has an external ring portion positioned upstream of the formed end, and the exposed end of the lead segment is cold extruded into and through the external ring portion of the extension segment.
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8.发明授权
公开(公告)号：US6053666A
公开(公告)日：2000-04-25
申请号：US033782
申请日：1998-03-03
申请人： John E. Irvine , John J. Yeosock
发明人： John E. Irvine , John J. Yeosock
CPC分类号： E02D5/14 , E02D5/02 , E02D2250/0015 , E02D2300/0006
摘要： An extruded containment barrier panel (5) for use in forming a containment barrier wall about a waste material storage or disposal site is disclosed. The containment barrier panel has an elongate body panel (10) with a top end (11), a spaced bottom end (12), and a first side edge (14) and a spaced parallel second side edge (15) extending from the top end to the bottom end of the body panel. A C-shaped female connecting member (17) is formed along the first side edge of the body panel, and a complimentary male connecting member (22) is formed along the second side edge of the body panel, both of which extend the length of the body panel. The male connecting member is sized and shaped to be slidably received within a second one of the female connecting members for forming an interlocked edge-standing relationship with a second one of the barrier panels, and both of the male and female connecting members may be rotated with respect to one another when one of the containment barrier panels is being joined to a second adjacent one of he containment barrier panels to form a containment barrier wall. The male connecting member has least two elongate seal members (32, 33, 34) extending the length thereof, and constructed and arranged to be placed into sealing engagement with the female connecting member of the second barrier panel such that a fluid-tight seal will be formed between adjacent ones of the barrier panels for preventing the migration of groundwater and/or underground gases from out or into the waste material storage or burial site.
摘要翻译： 公开了一种用于形成围绕废料储存或处理场所的容纳隔离壁的挤压式容纳挡板（5）。 安全壳屏障板具有细长的主体面板（10），其具有顶端（11），间隔开的底端（12），以及从顶部延伸的第一侧边缘（14）和间隔开的平行的第二侧边缘（15） 结束到车身面板的底端。 沿着车身板的第一侧边缘形成C形阴连接件（17），并且沿着车身板的第二侧边缘形成一个互补的阳连接件（22），两者均延长 身体面板。 阳连接构件的尺寸和形状可滑动地容纳在阴连接构件的第二个中，用于与第二阻挡板形成互锁的边缘支撑关系，并且两个阳连接构件和阴连接构件可以旋转 相对于彼此，当一个容纳挡板被连接到第二相邻的其中一个防渗壁板以形成容纳挡板壁时。 阳连接构件具有延伸其长度的至少两个细长密封构件（32,33,34），并且构造和布置成与第二阻挡面板的阴连接构件密封接合，使得流体密封将 形成在相邻的阻挡板之间，以防止地下水和/或地下气体从废物储存或埋葬地点迁出。
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公开(公告)号：US6000883A
公开(公告)日：1999-12-14
申请号：US33783
申请日：1998-03-03
申请人： John E. Irvine , John J. Yeosock
发明人： John E. Irvine , John J. Yeosock
CPC分类号： E02D5/02 , E02D2250/0015 , E02D2300/0007 , E02D2300/0009 , E02D2300/001 , E02D2300/0012
摘要： An extruded sheet piling (20) is disclosed. The sheet piling has a planar body panel (22) with a top end (23) and a spaced bottom end (24). A first continuous side edge (26) and a second spaced parallel continuous side edge (27) extend between the top end and the bottom end of the body panel, respectively. A first planar flat (29) extends away from the first side edge of the body panel, and has an elongate continuous male locking member (31) formed along an outside edge (30) thereof A second spaced parallel flat (34) extends away from the second side edge of the body panel, and has a female locking member (36) extending the length of an outside edge (35) and which is sized and shaped to snugly receive the male locking member of an adjacent sheet piling therein. An elongate structural reinforcing rib (42) is extruded as a part of the sheet piling along the outside edge of the first flat, and is spaced from and parallel to the male locking member.
摘要翻译： 公开了一种挤压板桩（20）。 片材堆叠具有平面体面板（22），其具有顶端（23）和间隔开的底端（24）。 第一连续侧边缘（26）和第二间隔开的平行连续侧边缘（27）分别在主体面板的顶端和底端之间延伸。 第一平面平面（29）远离主体面板的第一侧边缘延伸，并且具有沿着其外边缘（30）形成的细长的连续凸形锁定构件（31）。第二间隔开的平行平面（34）远离 身体板的第二侧边缘，并且具有延伸外部边缘（35）的长度的阴性锁定构件（36），并且其尺寸和形状适于紧密地容纳相邻片材堆叠的阳性锁定构件。 细长结构加强筋（42）作为沿着第一平面的外边缘的片材堆叠的一部分被挤出，并且与阳锁定构件间隔开并平行。
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公开(公告)号：US5221570A
公开(公告)日：1993-06-22
申请号：US753817
申请日：1991-09-03
申请人： Cem Gokcen , Gary Kolbasuk
发明人： Cem Gokcen , Gary Kolbasuk
CPC分类号： E02D31/004 , B32B27/32 , E02D2250/0015 , E02D2300/0009 , E02D2300/0015 , Y10T428/24967 , Y10T428/31855 , Y10T428/31913
摘要： A multilayered coextruded geomembrane system utilized in a variety of applications including, but not limited to, landfills for the disposal of wastes, surface impoundments or ponds, heap leach pads for mining or methane barriers for building and floating covers reservoirs. The geomembrane consists of three or more polymeric layers with outside layers consisting of high density polyethylene at least 0.930 g/cm.sup.3 and a very low density polyethylene inner core layer less than or equal to 0.920 g/cm.sup.3. The melt index of the very low and high density polyethylene is less than 2.0 and 1.0, respectively. Each outside layer of high density polyethylene is 10 to 40% of the total geomembrane thickness. The very low density polyethylene inner core layer is 20 to 80% of the total geomembrane thickness.
摘要翻译： 一种用于各种应用的多层共挤出土工膜系统，包括但不限于用于处置废物的垃圾填埋场，地面蓄水池或池塘，用于采矿的堆浸垫或用于建筑和浮动盖的储层的甲烷屏障。 土工膜由三层或多层聚合物层组成，其外层由至少0.930g / cm3的高密度聚乙烯和非常低密度的聚乙烯内芯层组成，小于或等于0.920g / cm 3。 极低密度和高密度聚乙烯的熔体指数分别小于2.0和1.0。 每个外层的高密度聚乙烯是总土工膜厚度的10〜40％。 非常低密度的聚乙烯内芯层是总土工膜厚度的20-80％。
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