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1.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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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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3.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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4.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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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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公开(公告)号：US08602691B1
公开(公告)日：2013-12-10
申请号：US13485673
申请日：2012-05-31
申请人： William B. Hilfiker
发明人： William B. Hilfiker
IPC分类号： E21D21/00
CPC分类号： E21D21/00
摘要： A locking mechanism has a pilaster, a spiralnail, a locking ring, and a cam plate. The pilaster has an elongate pilaster body that has edge walls, a nail hole, and a bolt slot adjacent the nail hole. The locking ring includes a nail engaging aperture having a perimeter shaped to receive and lockingly engage the spiralnail. The cam plate has a second bolt hole and a torque application element. A bolt is positioned through the bolt slot of the pilaster, through the first bolt hole of the locking ring, and through the second bolt hole of the cam plate. The torque application element may be used to rotate the cam plate so that a cam-shaped outer perimeter contacts one of the edge walls of the pilaster and acts as a lever to rotate the locking ring and apply torque to the spiralnail.
摘要翻译： 锁定机构具有皮拉斯特，螺旋形钉，锁定环和凸轮板。 皮拉斯特具有细长的玻璃体，其具有边缘壁，钉孔和邻近钉孔的螺栓槽。 锁定环包括指甲接合孔，其具有成形为接收和锁定地接合螺旋形螺纹的周边。 凸轮板具有第二螺栓孔和扭矩施加元件。 螺栓通过锁定环的第一螺栓孔并穿过凸轮板的第二螺栓孔定位穿过玻璃的螺栓槽。 转矩施加元件可以用于旋转凸轮板，使得凸轮形外周边接触玻璃体的边缘壁之一并且用作杠杆以旋转锁定环并将扭矩施加到螺旋形螺纹。
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公开(公告)号：US06357970B1
公开(公告)日：2002-03-19
申请号：US09568338
申请日：2000-05-10
IPC分类号： E02D1720
CPC分类号： E02D29/0241
摘要： An improved method and apparatus for constructing a soil reinforced earthen retaining wall wherein successive soil reinforcing mats embedded within an earthen formation have bent-up face elements which are slidably engaged to enable the earthen formation to settle without bulging the face elements. Backing mats are disposed behind the face elements for movement relative thereto in generally vertical planes. The backing mats serve to support the successive soil reinforcing mats and permit the mats to more toward one another to accommodate settling of the formation without bulging of the face elements.
摘要翻译： 一种用于构造土壤增强土的挡土墙的改进方法和装置，其中嵌入在土层内的连续的土壤加强垫具有可滑动接合的弯曲面元件，以使得土层形成不会膨胀面元。 背衬垫布置在面元件的后面，用于在大致垂直的平面中相对于其移动。 背衬垫用于支撑连续的土壤增强垫，并允许垫更多地朝向彼此以适应地层的沉降而不会膨胀面元。
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公开(公告)号：US5647695A
公开(公告)日：1997-07-15
申请号：US420362
申请日：1995-04-11
CPC分类号： E01F8/027 , E01F8/025 , E02D29/0208
摘要： A soil filled wall which accommodates the growing of plant life. The wall comprises welded wire structures which contain soil. In one embodiment the wall is free standing to provide a fence-like structure suitable for use as a sound barrier. In another the wall is erected at the situs of an earthen formation to retain and provide a face for the formation. In the latter embodiment, anchors secure the wall to the earthen formation.
摘要翻译： 一个充满土壤的墙壁，适应植物生长的增长。 墙壁包括含有土壤的焊接电线结构。 在一个实施例中，壁是自由站立的，以提供适合用作隔音屏障的围栏状结构。 在另一个墙壁上竖立着一个土地的地点，以保留并提供一个面孔。 在后一个实施例中，锚固件将墙壁固定到土层。
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公开(公告)号：USRE42680E1
公开(公告)日：2011-09-06
申请号：US10799492
申请日：2004-03-12
IPC分类号： E02D17/20
CPC分类号： E02D29/0241
摘要： An improved method and apparatus for constructing a soil reinforced earthen retaining wall wherein successive soil reinforcing mats embedded within an earthen formation have bent-up face elements which are slidably engaged to enable the earthen formation to settle without bulging the face elements. Backing mats are disposed behind the face elements for movement relative thereto in generally vertical planes. The backing mats serve to support the successive soil reinforcing mats and permit the mats to more toward one another to accommodate settling of the formation without bulging of the face elements.
摘要翻译： 一种用于构造土壤增强土的挡土墙的改进方法和装置，其中嵌入在土层内的连续的土壤加强垫具有可滑动接合的弯曲面元件，以使得土层形成不会膨胀面元。 背衬垫布置在面元件的后面，用于在大致垂直的平面中相对于其移动。 背衬垫用于支撑连续的土壤增强垫，并允许垫更多地朝向彼此以适应地层的沉降而不会膨胀面元。
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