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1. 发明申请

US20150117963A1 CANTILEVERED WING WALL 有权
标题翻译：。ED。
公开(公告)号：US20150117963A1
公开(公告)日：2015-04-30
申请号：US14064836
申请日：2013-10-28
申请人： Oldcastle Precast, Inc.
发明人： Steven C. Hiester
IPC分类号： E02D29/02
CPC分类号： E02D29/0266 , B28B1/14 , E02D29/0275
摘要： The present invention relates generally to precast cantilevered retaining walls. More specifically, the present invention relates to a cantilevered concrete retaining wall having a base shear key and blockouts for receiving a material that substantially impedes the wing wall from sliding or other inadvertent movement.
摘要翻译：本发明一般涉及预制悬臂式挡土墙。更具体地说，本发明涉及一种悬臂式混凝土挡土墙，该悬臂式混凝土挡土墙具有基础剪切键和用于接收基本上阻碍翼壁滑动或其他无意移动的材料的封闭件。

2. 发明授权

US06443666B1 Reinforced concrete panel and method of manufacture 失效
标题翻译：钢筋混凝土板及其制造方法
公开(公告)号：US06443666B1
公开(公告)日：2002-09-03
申请号：US09396466
申请日：1999-09-15
申请人： William H. Smith
发明人： William H. Smith
IPC分类号： E04C508
CPC分类号： E02B3/102 , B28B7/082 , B28B23/043 , B28B23/06 , E02D29/0275 , E02D2300/0034
摘要： A reinforced concrete panel is formed by embedding a stretched steel chain link mesh unit within concrete. The panel can be used to form a building or a flood dyke, or an earth reinforcing wall. The earth reinforcing wall is formed by digging a trench in the soil. Vertical posts are positioned in the trench, the posts spaced apart by a distance corresponding to a width of a panel. The panels are lowered between adjacent pairs of posts, and the edges of each panel slide within grooves formed in the posts. Finally, the trench is filled with concrete to encase the panels and posts.
摘要翻译：钢筋混凝土板是通过将拉伸的钢链接网单元嵌入到混凝土内而形成的。该面板可用于形成建筑物或洪水堤坝或地面加固墙。地面加固墙是通过在土壤中挖沟而形成的。垂直柱位于沟槽中，柱之间隔开与面板宽度相对应的距离。板在相邻的柱对之间降低，并且每个板的边缘在形成在柱中的槽内滑动。最后，沟渠里充满了混凝土，以便装饰板和柱子。

3. 再颁专利

USRE28977E Method for the construction of a retaining wall 失效
标题翻译：挡土墙施工方法
公开(公告)号：USRE28977E
公开(公告)日：1976-09-28
申请号：US436446
申请日：1974-01-25
申请人： Edward E. Mason
发明人： Edward E. Mason
IPC分类号： E02D5/18 , E02D5/76 , E02D29/02
CPC分类号： E02D5/76 , E02D29/0233 , E02D29/0275 , E02D5/18
摘要： A retaining wall for supporting the embankment of a cut excavation. The wall structure consists of a skin of concrete, an array of rows and columns of dowels or tendons extending from the skin into the cut embankment and rows of wale beams at the juncture of dowels and the face of the skin tying the components together. The retaining wall is built as the cut proceeds. A cut to a selected depth is covered by a skin of pneumatically applied concrete. The dowels are formed as reinforcing, grout-filled boreholes and the wale beams are formed as reinforced concrete members pneumatically sprayed against the skin.

4. 发明授权

US3779021A Method of making a headwall 失效
标题翻译：制作头巾的方法
公开(公告)号：US3779021A
公开(公告)日：1973-12-18
申请号：US3779021D
申请日：1971-12-27
申请人： GREEN R
发明人： GREEN R
IPC分类号： E01F5/00 , E02D27/46 , E02D29/02 , E02D5/20
CPC分类号： E02D29/0275 , E01F5/005 , E02D27/46
摘要： The expression ''''headwall'''' refers to the reinforced concrete structure which supports one end of a large pipe and retains earth fill on one side. Instead of building concrete forms on the site the headwall is poured into a form made from two identical lightweight plastic concave sections which are made to shape and size by vacuum forming identical plastic sheets placed back-toback to produce the mold which is a shell having the two sections attached together by plastic strips or the like. Each concave plastic section is vacuum formed with an intricate shape to produce an outwardly extending base and an upright retaining wall which may have a circular or oval-shaped hole passing through the walls to accommodate the drainage pipe. The plastic walls around the hole may be weak so as to distort around the pipe or may be split. The completed form has openings at the top through which concrete is poured. The bottom may be open so that concrete can come into contact with the irregular terrain or soil.
摘要翻译： “顶墙”一词是指钢筋混凝土结构，其支撑大管道的一端并在一侧保持地层填充。不是在现场建造混凝土形式，而是将墙壁倒入由两个相同的轻质塑料凹形部分制成的形状中，该形状通过真空成形相同的塑料片而形成和尺寸，所述相同的塑料片背靠背放置以产生壳体将两个部分用塑料条等连接在一起。每个凹形塑料部分是真空形成的，具有复杂的形状，以产生向外延伸的基部和直立的保持壁，该保持壁可以具有通过壁的圆形或椭圆形的孔以容纳排水管。孔周围的塑料壁可能很弱，从而在管道周围变形，或者可能会分裂。完成的形式在顶部具有开口，通过该开口倾倒混凝土。底部可能是敞开的，以使混凝土与不规则的地形或土壤接触。

5. 发明授权

US3747353A Novel low pressure back-fill and process therefore 失效
标题翻译：新的低压背压及其过程
公开(公告)号：US3747353A
公开(公告)日：1973-07-24
申请号：US3747353D
申请日：1971-12-13
申请人： MONAHAN E
发明人： MONAHAN E
IPC分类号： E02D17/18 , E02D27/36 , E02D27/46 , E02D29/02 , E02D31/02 , E02D29/00
CPC分类号： E02D17/18 , E02D27/36 , E02D27/46 , E02D29/0275 , E02D31/02
摘要： There is provided a novel form of back-fill for vertical retaining walls and a method of producing the same. The novel form of back-fill comprises a layer of moderately rigid, synthetic, polymeric foam located between the interface of a retaining wall and the soil which it is intended to retain. This plastic layer replaces sand or soil customarily used for this purpose. The novel back-fill makes possible the use of retaining walls of considerably lower strength than have been needed heretofore. The novel back-fill also permits easier drainage of the space behind the retaining wall.
摘要翻译：提供了一种用于垂直挡土墙的新型填充形式及其制造方法。

6. 发明授权

US3638435A Method for the construction of a retaining wall 失效
标题翻译：保留墙的构造方法
公开(公告)号：US3638435A
公开(公告)日：1972-02-01
申请号：US3638435D
申请日：1970-04-01
申请人： EDWARD E MASON
发明人： MASON EDWARD E
IPC分类号： E02D5/18 , E02D5/76 , E02D29/02 , E02D5/36
CPC分类号： E02D5/18 , E02D5/76 , E02D29/0233 , E02D29/0275
摘要： A retaining wall for supporting the embankment of a cut excavation. The wall structure consists of a skin of concrete, an array of rows and columns of dowels or tendons extending from the skin into the cut embankment and rows of wale beams at the juncture of dowels and the face of the skin tying the components together. The retaining wall is built as the cut proceeds. A cut to a selected depth is covered by a skin of pneumatically applied concrete. The dowels are formed as reinforcing, grout-filled boreholes and the wale beams are formed as reinforced concrete members pneumatically sprayed against the skin.
摘要翻译：用于支撑切割开挖路堤的挡土墙。墙体结构由混凝土皮肤组成，一排排的榫钉或腱柱从皮肤延伸到切割的堤坝中，并且在榫钉的接合处和皮肤表面上的一系列纵行横梁捆绑在一起。挡土墙是随着切割进行而建成的。切割到选定的深度被气动施加的混凝土的皮肤覆盖。榫钉形成为加强的灌浆钻孔，并且纵梁形成为气动喷涂在皮肤上的钢筋混凝土构件。

7. 发明授权

US10053833B2 Pre-cast decorative retaining wall system 有权
公开(公告)号：US10053833B2
公开(公告)日：2018-08-21
申请号：US14604583
申请日：2015-01-23
申请人： ECO CONCRETE SOLUTIONS, INC.
发明人： Russel W. Baumgartner , Richard K. Taylor , Lizzy N. Baumgartner
IPC分类号： E02D29/02
CPC分类号： E02D29/0283 , E02D29/02 , E02D29/0266 , E02D29/0275
摘要： The present invention is directed to a Pre-cast Decorative Retaining Wall consisting of concrete walls constructed on a horizontal surface normally at a manufacturing facility, on rolling platforms, or preferably built on the construction site where after curing to 3000 psi the pre-fabricated walls can be shipped to and installed at a building site. In the flat state the panels can have a wide variety of decorative elements readily applied to both the upper and lower downside reflection surface. A unique feature is the buttress system that is added to the back of the wall system when elevated retention is required. By pouring the buttress portion on top of the footing pier or caisson, and tying into the pre-decorated wall with reinforcement, an eco-friendly, design optional retaining wall system is accomplished which can be rapidly and safely installed.

8. 发明授权

US10000903B1 Casing assembly for forming CIP retaining wall and method for forming CIP retaining walls using the casing assembly 有权
公开(公告)号：US10000903B1
公开(公告)日：2018-06-19
申请号：US15815704
申请日：2017-11-17
申请人： HAN JOO ENGINEERING & CONSTRUCTION CO., LTD.
发明人： Mun Ki Kang
IPC分类号： E02D5/30 , E02D5/38 , E02D29/02 , E02D5/60 , E02D29/09
CPC分类号： E02D5/60 , E02D5/30 , E02D5/38 , E02D29/0275 , E02D29/06
摘要： A casing assembly for forming a cast-in-place pile (CIP) retaining wall based on a CIP method. The assembly comprising: a hollow elongate cylinder having a hollow cylindrical inner space defined therein; a H-beam guide received within the hollow cylindrical inner space of the hollow elongate cylinder; and a first H beam having a vertical column form and inserted into the H-beam guide, wherein the H-beam guide includes: a hollow beam-guide frame having a rectangular cross-section such that the first H beam is insertably guided in and along the hollow beam-guide frame; and an outer rounded frame coupled to an outer face of the hollow beam-guide frame, wherein an outer face of the outer rounded frame conforms to an inner face of the hollow elongate cylinder, wherein a top portion of the outer rounded frame is fixed to a top portion of the hollow elongate cylinder via a fastening flange.

9. 发明授权

US08920068B1 Process for slip forming reinforced bridge coping with exposed rebars 有权
标题翻译：应对暴露钢筋的成型加固桥的工艺
公开(公告)号：US08920068B1
公开(公告)日：2014-12-30
申请号：US14071629
申请日：2013-11-04
申请人： Patrick Free , Eric C. Kontos
发明人： Patrick Free , Eric C. Kontos
IPC分类号： E01D21/00 , E01C19/48
CPC分类号： E01C19/4886 , E01D21/00 , E02D29/0275
摘要： A process for slip forming of concrete structures, specifically, concrete structural components, for road and bridge construction. This process has particular application for slip forming of monolithic structures having multiple component/functional parts, wherein the resultant slip formed monolithic, structure has exposed rebars bar the later integration with additional concrete structures arid/or mechanical structural elements, c,g. noise walls, barricades, guard rails and the like. This invention also includes a system adapted for the formation of these unique, monolithic slip formed structures with exposed rebars, including the tunnel mold assembly, which is utilized in this slip forming process; and, the resultant to slip molded monolithic structural component with exposed rebus.
摘要翻译：混凝土结构的滑移成型工艺，特别是道路和桥梁施工的混凝土结构件。该方法特别适用于具有多个部件/功能部件的整体式结构的滑移成形，其中所形成的滑块形成的整体式结构具有暴露的钢筋，以便随后与其它混凝土结构和/或机械结构元件一体化。隔音墙，路障，护栏等。本发明还包括适于形成具有暴露的钢筋的这些独特的整体式滑动成形结构的系统，其包括在该滑移成形过程中使用的隧道模具组件; 并且所得到的具有暴露的接合的滑模成型的单块结构部件。

10. 发明申请

US20140215959A1 METHOD FOR FORMING A RETAINING WALL, AND CORRESPONDING RETAINING WALL 有权
标题翻译：形成保持墙的方法和相应的保持墙
公开(公告)号：US20140215959A1
公开(公告)日：2014-08-07
申请号：US13821153
申请日：2012-09-27
申请人： Maurice Garzon , Lavih Garzon
发明人： Maurice Garzon , Lavih Garzon
IPC分类号： E02D29/02 , E02D27/26 , E02D3/046
CPC分类号： E02D29/0275 , E02D3/046 , E02D27/26 , E02D29/02
摘要： A method for forming a cementitious retaining wall is described. The method includes the step of defining on an earth surface an outline of the wall to be formed. The outline delimits an area of earth to be excavated. The method also includes the step of compacting the area. After compaction, the earth underneath and adjacent to the area is densified, which provides stability to the earth during excavation and after the wall is formed. The method also includes the step of excavating the earth from the area compacted to an initial depth, thereby creating a wall cavity. The method further includes the step of compacting the bottom surface of the wall cavity and subsequently excavating the earth from the compacted bottom surface. This step can be repeated as much as required, under a final depth of the wall cavity is reached. Once the final depth is reached, the wall cavity can be filled at least partially a cementitious material so as to form the retaining wall.
摘要翻译：描述了一种用于形成水泥质挡土墙的方法。该方法包括在地球表面上限定要形成的壁的轮廓的步骤。大纲划定了要挖掘的地球区域。该方法还包括压实该区域的步骤。压实后，该区域下方和附近的地球致密化，这在开挖期间和墙体形成后为地球提供了稳定性。该方法还包括从压实到初始深度的区域挖掘地球的步骤，从而形成壁腔。该方法还包括压实壁腔的底面并随后从压实的底面挖掘土的步骤。该步骤可以根据需要重复，在达到最终深度的壁腔。一旦达到最终深度，壁腔可以至少部分地填充水泥质材料，以形成挡土墙。

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