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公开(公告)号：US4391557A
公开(公告)日：1983-07-05
申请号：US320326
申请日：1981-11-12
CPC分类号： E02D29/0241
摘要： An earthen formation is retained by welded wire trays embedded in the formation to effect its reinforcement. A concrete face panel is cast in place at the face of the formation and reinforced by upturned ends on the trays.
摘要翻译： 通过埋在地层中的电焊盘保持土层，以实现其加固。 混凝土面板在地层的表面浇注到位，并通过托盘上的上翻端加固。
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2.发明授权
公开(公告)号：US4324508A
公开(公告)日：1982-04-13
申请号：US110763
申请日：1980-01-09
CPC分类号： E02D29/0241
摘要： An earthen formation is reinforced against slippage by embedding welded wire grid work mats within the formation and securing the mats to precast elongate panels disposed at the face of the formation. The mats serve as anchors for the panels, as well as reinforcing means for the formation. Plural connections secure the mats along the length of at least certain of the panels.
摘要翻译： 通过将焊接的网格工作垫嵌入地层内并将垫固定到预制的布置在地层表面的细长板，从而增强了土层的滑动。 垫子用作板的锚，以及用于地层的加固装置。 多个连接件沿着至少某些面板的长度固定垫子。
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3.发明申请METHOD FOR CONSTRUCTING A MECHANICALLY STABILIZED EARTHEN EMBANKMENT USING SEMI-EXTENSIBLE STEEL SOIL REINFORCEMENTS 审中-公开使用可伸缩钢筋强化构造机械稳定的接地装置的方法公开(公告)号：US20090285640A1
公开(公告)日：2009-11-19
申请号：US12467158
申请日：2009-05-15
IPC分类号： E21D20/00
CPC分类号： E02D29/0233
摘要： A method for constructing a mechanically stabilized earthen embankment has the steps of first constructing a wall facing element. A plurality of elongate soil reinforcement elements are attached to the wall facing element. A middle portion of each of the elongate soil reinforcement elements has a plurality of semi-extensible bent segments. Fill soil is added to build the earthen embankment over the reinforcement elements. Movement of the fill soil may create sufficient force to straighten some of the plurality of semi-extensible bent segments, allowing the earthen embankment to move to an active condition thereby reducing the stress on the soil reinforcement elements.
摘要翻译： 一种用于构造机械稳定的土堤的方法，具有首先构造壁面元件的步骤。 多个细长的土壤增强元件附接到面向墙的元件。 每个细长土壤增强元件的中间部分具有多个半可伸缩弯曲段。 加土填充土来加固土元素。 填充土的运动可以产生足够的力以使多个半可延伸的弯曲段中的一些弯曲，从而允许土堤移动到活动状态，从而减少对土壤增强元件的应力。
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4.发明授权Method and apparatus for retaining earthen formations through means of wire structures 失效用于通过导线结构保持土层的方法和装置
公开(公告)号：US4329089A
公开(公告)日：1982-05-11
申请号：US56826
申请日：1979-07-12
CPC分类号： E02D29/0241
摘要： A retaining structure for an earthen formation wherein spaced anchor members in the form of rock anchors or gridwork mats are embedded in the formation and wire retainers are secured between the anchor members. The retainers comprise primary retention rods secured to the anchors and secondary retention members secured to the rods to span the space between adjacent anchor members. In certain embodiments the anchors are provided with extensions to support form panels in spaced relationship to the secondary retention members and a concrete wall is formed in place between said panels and the secondary retention members.
摘要翻译： 用于土地结构的保持结构，其中以岩石锚或格栅砖形式的间隔的锚固构件嵌入地层中，并且线固定器固定在锚构件之间。 保持器包括固定到锚固件的主保持杆和固定到杆上以跨越相邻锚定构件之间的空间的第二保持构件。 在某些实施例中，锚固件设置有延伸部以支撑与第二保持构件间隔开的形式的板，并且混凝土壁在所述面板和第二保持构件之间形成就位。
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公开(公告)号：US09702110B1
公开(公告)日：2017-07-11
申请号：US13585400
申请日：2012-08-14
CPC分类号： E02D29/02
摘要： A panel connector has a connection body for connecting with a soil reinforcement rod, and an anchor for connecting the connection body to a concrete face panel. The connection body defines a socket shaped to receive and engage the head of the soil reinforcement rod. The socket includes an insertion aperture having an aperture diameter greater than a head diameter of the head of the soil reinforcement rod, a base having an exit aperture with an exit diameter smaller than the head diameter, and a side slot extending from the insertion aperture to the exit aperture.
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6.发明授权公开(公告)号：US08079782B1
公开(公告)日：2011-12-20
申请号：US12466859
申请日：2009-05-15
IPC分类号： E02D29/02
CPC分类号： E02D29/0233
摘要： A mechanically stabilized embankment system has a connection element adapted for engaging a wall facing element. An elongate soil reinforcement element is adapted to be attached to the connection element and positioned in earthen embankment. A plurality of semi-extensible bent segments are integrally formed by and spaced on a middle portion of the elongate soil reinforcement element such that each semi-extensible bent segment extends laterally from an axis of the elongate soil reinforcement element, but can be pulled straight upon the application of excessive force that might otherwise break the elongate soil reinforcement element.
摘要翻译： 机械稳定的堤防系统具有适于接合壁面元件的连接元件。 细长的土体加固元件适于附接到连接元件并定位在土堤中。 多个半可伸缩的弯曲段由细长的土壤加强元件的中间部分整体形成并间隔开，使得每个半可伸缩的弯曲段从细长的土壤增强元件的轴线横向地延伸，但可以被拉直 施加过大的力，否则可能会破坏细长的土体加固元件。
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7.发明授权公开(公告)号：US09011048B2
公开(公告)日：2015-04-21
申请号：US14107548
申请日：2013-12-16
摘要： A method for constructing a mechanically stabilized earthen embankment has the steps of constructing a wall facing element, and determining a plane of maximum force and a zone of maximum force in the earthen embankment to be formed. A plurality of elongate soil reinforcement elements are bent to form semi-extensible bent segments, but such that proximal and distal portions remain substantially straight and inextensible. The elongate soil reinforcement elements are positioned such that the semi-extensible region is within the zone of maximum force, and the proximal ends are connected to the wall facing element. Fill soil is added to build the earthen embankment, and the process is repeated until the earthen embankment is formed.
摘要翻译： 用于构造机械稳定的土堤的方法具有构造壁面元件的步骤，并且确定要形成的土堤中的最大力的平面和最大力的区域。 多个细长的土壤增强元件被弯曲以形成半可延伸的弯曲段，但是使得近侧和远端部分保持基本上直的和不可延伸的。 细长的土壤增强元件被定位成使得半可延伸区域处于最大力的区域内，并且近端连接到壁面元件。 加土填土，建设土堤，重复施工过程，直至形成土堤。
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公开(公告)号：US5749680A
公开(公告)日：1998-05-12
申请号：US743191
申请日：1996-11-05
IPC分类号： E02D29/02
CPC分类号： E02D29/0241
摘要： A soil reinforced retaining wall includes a soil reinforcing mat connected to a face panel. The face panel is vertically disposed with a back facing the earthen formation and is preformed to include an anchor embedded in the face panel and extending from the back in at least one predetermined location. The soil reinforcing mats are horizontally disposed within the earthen formation in general correspondence with the predetermined location. The mats have an end adjacent the face panel folded to form substantially a right angle portion of the mat including a vertical face and a horizontal face. A right angle member having a vertical face and a horizontal face is disposed in contact with the corresponding vertical face and horizontal face of the right angle portion of the mat. The right angle member is then secured to the anchor such that the right angle portion of the mat is rigidly held therebetween.
摘要翻译： 土壤增强挡土墙包括连接到面板的土壤加强垫。 面板垂直设置，其背面面向土层，并且预成型为包括嵌入在面板中并且在至少一个预定位置从背面延伸的锚固件。 土壤增强垫通常与预定位置对应地水平设置在土层内。 垫子具有邻近面板的端部折叠，以形成基本上包括垂直面和水平面的直角部分。 具有垂直面和水平面的直角构件设置成与垫的直角部分的相应垂直面和水平面接触。 然后将直角构件固定到锚固件上，使得垫的直角部分刚性地保持在其间。
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9.发明授权
公开(公告)号：US4993879A
公开(公告)日：1991-02-19
申请号：US488277
申请日：1990-03-02
申请人： William K. Hilfiker
发明人： William K. Hilfiker
IPC分类号： E02D29/02
CPC分类号： E02D29/0225 , E02D29/025 , Y10T403/4309 , Y10T403/4327
摘要： Connectors are provided for securing soil reinforcing elements to the face panels of a retaining wall for an earthen formation. The connectors comprise rigid eyes fixed to the panels and extensions formed on the elements for extension through the eyes. The eyes and extensions are selectively locked together and serve to orient the reinforcing elements in a horizontal disposition within the soil embankment being reinforced.
摘要翻译： 提供连接器用于将土壤增强元件固定到用于土层形成的挡土墙的面板上。 连接器包括固定到面板上的刚性眼睛和形成在元件上的延伸部分，用于通过眼睛延伸。 眼睛和延伸部被选择性地锁定在一起，并用于将加强元件定向在被加固的土堤内的水平布置中。
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公开(公告)号：US4117686A
公开(公告)日：1978-10-03
申请号：US852190
申请日：1977-11-16
申请人： William K. Hilfiker
发明人： William K. Hilfiker
CPC分类号： E02D29/0241
摘要： Low-cost and very effective retaining walls are constructed with stacked, generally rectangular, trays of steel wire fabric sheets, each with one end bent up to form a portion of the wall face. In constructing a wall, a first course of trays is set in place and filled, with filtering rocks and/or mats being placed toward the front and against the bent-up face section and fill soil being placed to the rear of the tray. A second course of trays is then placed on top of the first course and the corner of the face bend of the second course is securely fastened to the top of the lower course. Thus, the top of each face is supported and each course is anchored by the next course, thereby resulting in a strong monolithic and permeable wall that will readily conform to irregularities and settling of the foundation surface.
摘要翻译： 低成本和非常有效的挡土墙由堆叠的，大致矩形的钢丝布片材托盘构成，每个托盘的一端弯曲以形成壁面的一部分。 在构造墙壁时，首先将托盘放置在适当位置并填充，将过滤的岩石和/或垫子朝向前部和弯曲面部分放置并填充放置在托盘后部的土壤。 然后将第二道盘托放置在第一道次的顶部，并且将第二道次的弯曲角的角牢固地固定在下层的顶部。 因此，每个面的顶部被支撑并且每个过程由下一个过程锚固，从而导致强的整体和可渗透的壁，其将容易地符合基础表面的不规则和沉降。
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