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1.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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3.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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公开(公告)号：USD243697S
公开(公告)日：1977-03-15
申请号：US573975
申请日：1975-05-02
申请人： William K. Hilfiker
设计人： William K. Hilfiker
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公开(公告)号：US07281882B2
公开(公告)日：2007-10-16
申请号：US11433861
申请日：2006-05-11
CPC分类号： E02D29/0241
摘要： A soil reinforced retaining wall for an earthen formation is provided by embedding planar soil reinforcing mats in the formation at vertically spaced intervals and securing face mats between the soil reinforcing mats. The face mats include fingers extending distally from the edges thereof for engagement with opposite sides of a complimental face mat, whereby the mats are held in general vertical alignment. Certain of the fingers are of a gently curved configuration to frictionally hold edge portions of the face mats in spaced relationship for compression toward one another to accommodate settlement of the earthen formation, without bulging of the face mats. An L-shaped starter mat is engaged within a recess formed at the foot of the formation to provide an upstanding portion engaged with the lowermost is face mat to hold the mat in a generally vertical orientation. A tail is provided on the uppermost face mat for embedment within the backfill to cap the wall.
摘要翻译： 通过在地层中以垂直间隔的间隔嵌入平坦的土壤加强垫，并将面垫固定在土壤加强垫之间，提供土壤加固的土层形成挡土墙。 面垫包括从其边缘向远侧延伸的手指，用于与补充面垫的相对侧接合，由此垫保持一般垂直对齐。 某些手指具有轻微弯曲的构造，以相互间隔的方式摩擦地保持面垫的边缘部分，以相互压缩以适应土层的沉降，而不会使面垫隆起。 L形起子垫被接合在形成在地层的脚部的凹部内，以提供与最下面的面垫接合的直立部分，以将垫保持在大致垂直的方向。 尾部设置在最上面的面垫上，用于嵌入回填物中以覆盖墙壁。
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7.发明授权Wire earthen retention wall with separate face panel and soil reinforcement elements 失效线土保留墙与独立的面板和土壤增强元素
公开(公告)号：US5722799A
公开(公告)日：1998-03-03
申请号：US652321
申请日：1996-05-23
申请人： William K. Hilfiker
发明人： William K. Hilfiker
CPC分类号： E02D29/0241
摘要： A retaining wall for an earthen formation uses welded wire face mats having upright portions secured to one another and spanning the distance between successive lifts of the wall at the face of the formation. Elongate welded wire soil reinforcing mats with bent-up ends of a height less than the distance between successive lifts are secured to the face mats so as to extend partially over the upright portions and into the earthen formation. The bent-up ends of the soil reinforcing mats are formed with kinks which extend through the upright portions of the face mats. Rods extend through these kinks to secure the upright portions of the face mats against separation from the bent-up ends of the soil reinforcing mats. In a preferred embodiment, the face mats have a width greater than the width of the soil reinforcing mats and the soil reinforcing mats at each lift of the wall are spaced from one another and span adjacent face mats.
摘要翻译： 用于土地形成的挡土墙使用具有彼此固定的直立部分并跨越在地层表面的连续升降机之间的距离的焊接钢丝网垫。 具有小于连续升降机之间的距离的弯曲端部的细长的焊接钢筋土壤增强垫被固定到面垫上，以便部分地延伸到直立部分上并进入土层。 土壤增强垫的弯曲端部形成有延伸穿过面垫的直立部分的扭结。 杆延伸通过这些扭结，以将面垫的直立部分与土壤加强垫的弯曲端部分离。 在一个优选实施例中，面垫的宽度大于土壤增强垫的宽度，并且在墙的每个提升处的土壤增强垫彼此间隔开并跨越相邻的面垫。
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公开(公告)号：US4661023A
公开(公告)日：1987-04-28
申请号：US814926
申请日：1985-12-30
申请人： William K. Hilfiker
发明人： William K. Hilfiker
CPC分类号： E02D29/0241
摘要： A retaining system for an earthen formation is disclosed. The earthen formation is reinforced against slippage by embedding an array of anchor members within the formation. The face of the formation is defined by a plurality of the elongated panels stacked in a vertical arrangement. The anchor members are secured to the panels via a support bar. The support bar includes an array of holes through which the ends of the anchor members are received and upset to define a rivet head. The support bars are engaged between the upper and lower edges of the face panels to provide support and maintain vertical alignment of the face panels.
摘要翻译： 公开了一种用于土层的保持系统。 通过在地层中嵌入锚定构件的阵列来增强土层的滑动。 地层的表面由垂直布置堆叠的多个细长板限定。 锚定构件通过支撑杆固定到面板上。 支撑杆包括孔阵列，锚固构件的端部通过该孔阵列穿过，并且不稳定以限定铆钉头。 支撑杆接合在面板的上边缘和下边缘之间以提供支撑并保持面板的垂直对准。
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公开(公告)号：USD288616S
公开(公告)日：1987-03-03
申请号：US628413
申请日：1984-07-06
申请人： William K. Hilfiker
设计人： William K. Hilfiker
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公开(公告)号：US4154554A
公开(公告)日：1979-05-15
申请号：US893707
申请日：1976-04-05
申请人： William K. Hilfiker
发明人： William K. Hilfiker
CPC分类号： E02D29/0266
摘要： A first embodiment employs precast cementitious stretchers provided with cast in place connectors for anchor rod ends. A second embodiment employs stretcher panels fabricated of resilient sheet material and secured together by straps which reinforce to panels and provide connectors for anchor rod ends. Both embodiments incorporate deadman anchors formed with slot-like openings through which end plates on the rods may pass and which serve to secure the plates against removal from anchors when the rods are secured to the connectors of the stretchers.
摘要翻译： 第一实施例采用预制水泥质担架，其设有用于锚杆端部的适当的连接器。 第二实施例使用由弹性片材制成的担架板，并通过加强到面板并提供用于锚杆端部的连接器的带固定在一起。 两个实施例都包括形成有狭缝状开口的死板锚，杆上的端板通过该锚定孔可以通过，并且当杆被固定到担架的连接器时用于固定板以防止从锚固件中移除。
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