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    • 1. 发明授权
    • Plastic panel erosion barrier
    • 塑料板侵蚀屏障
    • US5145287A
    • 1992-09-08
    • US667273
    • 1991-03-11
    • Jefferson E. HooperJohn E. Irvine
    • Jefferson E. HooperJohn E. Irvine
    • E02B3/06E02D17/20
    • E02B3/066E02D17/207
    • A plastic structural panel and ground erosion barrier made therefrom in which the panel is in strip form relatively narrow compared to its length and which in general is a stretched Z-shaped cross sectional design with opposed male and female interlock edges for mating association with adjacent panel strips. The panel strip design has a "V" configuration on opposite faces and allows optional top-to-top alignment of adjacent panels for a composite deep "V" cross sectional shaped wall or alternate top-to-bottom turnover of adjacent panel strips to provide a thicker box ribbed cross sectional shape for the wall. The composite deep V-shaped cross section provides a greater breadth of coverage but less section modulus than the box ribbed construction. By incorporating in the design a capability of a slight flex in the panel and by forming the female interlock sections with a gap allowing alignment of adjacent panels with a small angular degree orientation, a number of wall bends or configurations can be imparted to wall constructions without need for extra components or different shaped panel strips for bends or nonconformities in alignment of the wall construction.
    • 由此制成的塑料结构板和磨蚀侵蚀屏障,其中板的条形与其长度相比较窄,并且通常是拉伸的Z形横截面设计,具有相对的阳和阴互锁边缘,用于与相邻的面板配合 带子。 面板条设计在相对面上具有“V”形结构,并允许相邻面板的可选的顶部对顶部对准,用于复合深度“V”横截面形状的壁或相邻面板条的交替顶部到底部周转,以提供 一个较厚的箱肋肋横截面形状为墙壁。 复合深V形横截面提供更大的覆盖范围,但是比框肋结构更小的截面模量。 通过在设计中引入在面板中轻微弯曲的能力,并且通过形成具有允许相邻面板以小的角度取向对准的间隙的凹形互锁部分,可以向壁构造赋予多个壁弯曲或构造,而没有 需要额外的部件或用于弯曲或不整合的不同形状的板条,以使墙体结构对齐。
    • 2. 发明授权
    • Reinforced structure panel for forming barrier walls
    • 用于形成阻隔壁的加强结构板
    • US6033155A
    • 2000-03-07
    • US36898
    • 1998-03-09
    • John E. IrvineJohn J. Yeosock
    • John E. IrvineJohn J. Yeosock
    • E02D5/02E02D5/08E02D5/03
    • E02D5/02E02D5/08E02D2250/0015E02D2300/0007
    • 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.
    • 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。
    • 6. 发明授权
    • Decking extrusion
    • 装饰挤压
    • US5881508A
    • 1999-03-16
    • US943674
    • 1997-10-15
    • John E. IrvineJohn J. YeosockSteve E. Hargrave
    • John E. IrvineJohn J. YeosockSteve E. Hargrave
    • E01C5/20E04B5/02E04F15/10E04F15/00E04B5/00
    • E04F15/10E01C5/20E04B5/026E01C2201/12
    • A decking extrusion for use in forming the deck members used to construct outdoor decks, docks, and similar structures is disclosed. The extrusion has an elongate planar base panel (7) with a first elongate side edge (8), and a spaced parallel elongate second side edge (9). At least one first elongate leg member (12) extends the length of the first side edge of the base panel, and at least one elongate second leg member (15) spaced from and parallel to the first leg member extends the length of the second side edge of the base panel. A first locking element (17) is formed at the distal end of the first leg member, and a corresponding locking element (30), sized and shaped to receive a second one of the first locking elements therein, is formed at the distal end of the second leg member. The extrusion may also be provided with an intermediate stiffening leg (126) having a transverse flange (127) formed at its distal end parallel to the base panel to add structural rigidity to the extrusion. Two identical ones of the extrusion are joined together to form an elongate deck member by placing the two extrusions in a 180.degree. reverse relationship with respect to one another such that the second locking element of the second extrusion is received on the first locking element of the first extrusion, while the first locking element of the second extrusion is received on the second locking element of the first extrusion, respectively, whereupon the extrusions are joined together in a snap-fit at the respective locking elements to form an elongate hollow box beam or deck member.
    • 公开了用于形成用于构造户外甲板,码头和类似结构的甲板构件的甲板挤压件。 挤压件具有细长的平面底板(7),其具有第一细长侧边缘(8)和间隔开的平行细长的第二侧边缘(9)。 至少一个第一细长的腿部构件(12)延伸基底板的第一侧边缘的长度,并且与第一腿部构件间隔开并平行的至少一个细长的第二腿部构件(15)延伸第二侧面的长度 底板边缘。 第一锁定元件(17)形成在第一腿部件的远端处,并且相应的锁定元件(30)形成在尺寸和形状上以在其中容纳第一锁定元件中的第二个的第二锁定元件 第二支腿成员。 挤压件还可以设置有中间加强腿部126,该中间加强腿部126具有在其远端平行于底板形成的横向凸缘127,以增加挤压件的结构刚度。 通过将两个挤压件相对于彼此以180度的反向关系放置,使得第二挤压件的第二锁定元件被接收在第二挤压件的第一锁定元件上 第一挤出的第一锁定元件分别被接收在第一挤压件的第二锁定元件上,于是挤出件以卡扣配合的方式在相应的锁定元件处连接在一起以形成细长的空心箱梁或 甲板成员
    • 8. 发明授权
    • Apparatus and method for inserting sheet piles into a soil formation
    • 将板桩插入土层的装置和方法
    • US07056066B2
    • 2006-06-06
    • US10926234
    • 2004-08-25
    • John E. Irvine
    • John E. Irvine
    • E02B5/16
    • E02D13/02E02D5/02E02D7/02
    • Yet another embodiment of the present disclosure relates to a sheet pile installation apparatus for inserting a sheet pile vertically into a soil formation, the installation apparatus including an elongated body configured to releasably receive the sheet pile, the body having an upper end, a lower end, a lower edge, a top surface, a bottom surface, and at least one aperture formed at said lower end. The installation apparatus further includes a catch having a first portion and a second portion, the catch being pivotally mounted in the aperture about said pivot axis such that the first portion and the second portion are disposed on opposed sides of the lower end of the body when the catch is in an at-rest position. The first portion of the catch is configured such that insertion of the body into the soil formation rotates the first portion upwardly such that the first portion engages a lower end of the sheet pile disposed adjacent the top surface of the body.
    • 本公开的另一个实施例涉及一种用于将片桩垂直地插入土壤层中的片桩安装设备,该安装设备包括构造成可释放地接收片桩的细长主体,该主体具有上端,下端 ,下边缘,顶表面,底表面和形成在所述下端处的至少一个孔。 安装装置还包括具有第一部分和第二部分的卡扣,所述卡扣围绕所述枢转轴线可枢转地安装在所述孔中,使得所述第一部分和所述第二部分设置在所述主体的下端的相对侧上, 抓地力处于休息状态。 卡扣的第一部分被构造成使得主体插入土壤结构中使第一部分向上旋转,使得第一部分接合与身体的顶表面相邻设置的片桩的下端。
    • 10. 发明授权
    • Sheet pile for forming barrier walls
    • 用于形成隔墙的板桩
    • US07025539B2
    • 2006-04-11
    • US10645086
    • 2003-08-21
    • John E. Irvine
    • John E. Irvine
    • E02D5/02E02D5/08E02D5/16
    • E02D29/0241E02D5/03
    • A series of duplicate structural panels form a substantially flat sea wall, barrier wall, and the like, fabricated of synthetic resin material for driving into soils. The structural panel is elongated and of constant size and shape along its length, and is characterized by having been extruded lengthwise. The structural panel includes, in cross section, a central wall section having an inner surface, an outer surface, and opposed side wall sections. A male locking element is disposed on and extends laterally from one side section and a female locking element is disposed on and extends laterally from the other side wall section, the female locking element being configured to slidably receive and retain the male locking element. First and a second strengthening flanges are integrally formed on the inner surface, both substantially perpendicular to the central wall section and substantially parallel to each other. The first and second strengthening flanges extend along the length of the structural panel.
    • 一系列重复的结构板形成由用于驱动到土壤中的合成树脂材料制成的基本平坦的海壁,阻隔壁等。 结构面板是细长的并且沿其长度具有恒定的尺寸和形状,并且其特征在于纵向挤出。 结构板在横截面中包括具有内表面,外表面和相对的侧壁部分的中心壁部分。 阳锁定元件设置在一个侧部上并从其侧面延伸,并且阴锁定元件设置在另一侧壁部分上并从另一侧壁部分侧向延伸,阴锁定元件构造成可滑动地容纳并保持阳锁定元件。 第一和第二加强凸缘一体地形成在内表面上,大致垂直于中心壁部分并且基本上彼此平行。 第一和第二加强凸缘沿着结构面板的长度延伸。