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51. 发明申请

US20190203441A1 BUILDING ELEMENTS FOR MAKING RETAINING WALLS, AND SYSTEMS AND METHODS OF USING SAME 审中-公开
公开(公告)号：US20190203441A1
公开(公告)日：2019-07-04
申请号：US16172001
申请日：2018-10-26
申请人： EVERGREEN WALLS, INC.
发明人： FELIX P. JAECKLIN
IPC分类号： E02D29/02
CPC分类号： E02D29/0266 , E02D29/0233 , E02D29/025 , E02D2300/0006 , E02D2300/002 , E02D2300/0026 , E02D2300/0029 , E02D2300/0032 , E02D2300/0034 , E02D2600/20 , E02D2600/30
摘要： A building element for coupling with other building elements to erect a retaining wall. Exemplary building elements have receiving spaces for receiving increased weight of fill material to provide increased stability. Optionally, each building element can have an enlarged face profile that provides efficiency in the shipping and assembly process. Optionally, each building element can define alignment voids that receive portions of alignment posts for ensuring vertical alignment between adjacent building elements or portions of building elements.

52. 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。

53. 发明申请

WO2017132425A1 PRECAST HOLLOW BLOCK WALL SYSTEM AND FORMS FOR MANUFACTURING THE SAME 审中-公开
标题翻译：预制空心砌块墙体系统及其制造方法
公开(公告)号：WO2017132425A1
公开(公告)日：2017-08-03
申请号：PCT/US2017/015204
申请日：2017-01-26
申请人： REDI-ROCK INTERNATIONAL, LLC
发明人： MANTHEI, Jacob , HADFIELD, Lance
IPC分类号： B28B7/16 , B28B7/18 , E02D29/02 , E04B2/02 , E04H17/14 , E04H17/16 , E04H17/22
CPC分类号： E04B2/42 , B28B7/002 , B28B7/0041 , B28B7/0044 , B28B7/007 , B28B7/02 , B28B7/183 , B28B7/28 , B28B7/364 , E02D29/0266 , E02D2250/0007 , E02D2250/0023 , E02D2300/0034 , E04B1/04 , E04B2/54 , E04B2103/02 , E04C1/39
摘要： What is provided is a precast hollow block, a precast wall system incorporating the precast hollow block, and forms for manufacturing the precast hollow block and other components of the precast wall system. Each of the hollow blocks has a hollow interior space in the center that adds mass to the cross-section of the assembled wall when filled with reinforcing steel or concrete. The result is the formation of an effectively water-tight wall with greater structural stability that can follow the grade at the top of the wall. The precast wall system may be used for a variety of applications, including wall coping, flood prevention, and force protection.
摘要翻译：提供了一种预制空心砌块，包含预制空心砌块的预制墙体系统，以及用于制造预制墙体系统的预制空心砌块和其他部件的形式。每个空心砌块在中心处具有中空的内部空间，当填充有钢筋或混凝土时，其在组装墙的横截面上增加质量。结果是形成了具有更高结构稳定性的有效防水墙，其可以遵循墙顶部的等级。预制墙体系统可用于各种应用，包括墙体应对，防洪和强制保护。

54. 发明申请

WO99060219A1 REMOVABLE GROUND ANCHORAGE AND METHOD FOR DISASSEMBLING TENSILE WIRES 审中-公开
标题翻译：可拆卸的地面锚固和拆卸拉线的方法
公开(公告)号：WO99060219A1
公开(公告)日：1999-11-25
申请号：PCT/KR1999/000231
申请日：1999-05-11
IPC分类号： E02D5/80 , E02D5/76
CPC分类号： E02D5/765 , E02D2300/0021 , E02D2300/0034
摘要： A removable ground anchorage and a method for disassembling tensile wires (W) are disclosed. The anchorage includes a cylinder (10) in which a separation engaging wall is formed at its inner upper portion, a center through hole (11) is formed at a lower portion of the upper side separation engaging wall (14) at the center portion of the body, and a plurality of radially formed outer through holes (12) formed around the separation engaging wall (14), a corn compresssing ring (27) inserted into an upper portion of the center through hole (11) of the cylinder (10) and having a tapered insertion portion formed at an inner upper side of the same, an anchor disassembling tensile wire (W) engaging corn (20) inserted into the insertion portion of the corn compressing ring (27), wherein the tensile wire (W) is inserted, a plurality of anchor tensile wire (W) engaging corns (20) inserted into an upper portion of the outer through hole for engaging the tensile wires (W1), a spacer inserted between the anchor disassembling tensile wire engaging corn (20) and the anchor tensile wire engaging corn (20), an upper cover for preventing the anchor disassembling tensile wire engaging corn (20) and the anchor tensile wire engaging corn (20) from being escaped, and a cap for protecting the inner sides of the cylinder (10) and preventing a penetration of the mortar, a lower cover engaged to a lower portion of the cylinder (10).
摘要翻译：公开了一种可拆卸的地面锚固件和一种用于拆卸拉伸丝（W）的方法。该锚固件包括在其内部上部形成有分离接合壁的圆筒（10），在上侧隔离接合壁（14）的下部形成有中心通孔（11）主体和形成在分离接合壁（14）周围的多个径向形成的外部通孔（12），插入到气缸（10）的中心通孔（11）的上部的玉米压缩环），并且具有形成在其内侧上侧的锥形插入部分，插入到玉米压缩环（27）的插入部分中的接合玉米（20）的锚固分解拉伸丝（W），其中拉伸丝插入到插入到外部通孔的上部的玉米（20）的多个锚定拉伸丝（W），用于接合拉伸丝（W1）;插入在锚定分解拉伸丝接合玉米（20））和锚拉伸线（20），用于防止锚固件拆卸拉力线接合玉米（20）和锚固拉力线接合玉米（20）的上盖不会逸出;以及盖，用于保护滚筒（10）的内侧和防止砂浆穿透，下盖与气缸（10）的下部接合。

55. 发明授权

US12116746B2 Construction method of fast-setting polymer grouting for rapid control of slope erosion and landslide 有权
公开(公告)号：US12116746B2
公开(公告)日：2024-10-15
申请号：US17811841
申请日：2022-07-11
申请人： Fujian Geological Engineering Survey Institute
发明人： Zhichao Zhang , Xuefeng Tang , Kan Liu , Longzhen Ye , Yunlin Yang , Zhaoxu Guo , Changguang Qi , Rufa Huang
IPC分类号： E02D17/20 , A01G20/00 , E02D5/34 , E02D5/80
CPC分类号： E02D17/202 , A01G20/00 , E02D5/34 , E02D5/808 , E02D17/207 , E02D2200/1685 , E02D2250/0023 , E02D2250/003 , E02D2300/0004 , E02D2300/0034 , E02D2600/30
摘要： A construction method of fast-setting polymer grouting for rapid control of slope erosion and landslide. This solution includes a landslide control method and a slope erosion control method: sorting out an operation platform; drilling and grouting of polymer high-pressure jet grouting piles on the diseased slope; drilling a row of grouting water interception holes densely on the rear edge of the diseased slope; drilling, on the operation platform, a plurality of anchor holes on the diseased slope; inserting a ground anchor into each anchor hole and performing polymer grouting to form a polymer anchorage body; laying a steel wire gauze on the surface of the diseased slope, and connecting and fixing the steel wire gauze with the tail end of each ground anchor; spraying a two-component expandable polymer grouting material onto the steel wire gauze to form a polymer anti-scour layer; drilling a plurality of planting holes on the diseased slope with a backpack drill through meshes of the steel wire gauze; and filling each planting hole with grass seed mixed nutrient soil. The present invention has the advantages of short construction period, ecological and environmental protection, convenient construction, high strength and strong scour resistance.

56. 发明授权

US11846082B1 Foundation system for collapsible soils 有权
公开(公告)号：US11846082B1
公开(公告)日：2023-12-19
申请号：US17840205
申请日：2022-06-14
申请人： Prince Mohammad Bin Fahd University
发明人： Tahar Ayadat , Danish Ahmed
IPC分类号： E02D27/34
CPC分类号： E02D27/34 , E02D2200/1685 , E02D2300/001 , E02D2300/002 , E02D2300/0009 , E02D2300/0034 , E02D2300/0079 , E02D2300/0089
摘要： The foundation system includes a below ground rigid raft foundation to bear a load for an above ground structure, and granular cushions and piles formed below the raft foundation. The granular cushions are configured for uniform load distribution of the raft foundation and the piles are configured to bear a load of the above ground structure and the raft foundation. The foundation system further includes stone columns encapsulated with a non-woven geofabric and configured to stabilize the raft foundation. The raft foundation is disposed adjacent and above the stone columns, the granular cushions are present between neighboring stone columns, and the granular cushions are present between the stone columns and the piles. The stone columns have a cementing agent for stabilization.

57. 发明公开

US20230265635A1 Multi-piece pre-assembled raft foundation and construction method thereof 审中-公开
公开(公告)号：US20230265635A1
公开(公告)日：2023-08-24
申请号：US18170622
申请日：2023-02-17
申请人： Fu-Yuan Lu , Ju-Chuan Ko , Ying-Ying Lu , Chien-Hui Lu , Cheng-Yu Lee , Mei-Hua Chien , Guang-Le Su , Sen Taner
发明人： Fu-Yuan Lu , Ju-Chuan Ko , Ying-Ying Lu , Chien-Hui Lu , Cheng-Yu Lee , Mei-Hua Chien , Guang-Le Su , Sen Taner
IPC分类号： E02D27/08
CPC分类号： E02D27/08 , E02D2300/0034
摘要： A multi-piece pre-assembled raft foundation is provided and includes pre-assemble bottom layer rebars of foundation slab, foundation steel columns, upper layer rebars of the foundation slab, and foundation rebars. The pre-assembled raft foundation is transported to a construction site for final assembly. A construction method of the multi-piece pre-assembled raft foundation is also provided.

58. 发明授权

US11713555B2 Retaining wall system with deadman 有权
公开(公告)号：US11713555B2
公开(公告)日：2023-08-01
申请号：US17501888
申请日：2021-10-14
申请人： SUMMA-MAGNA 1 CORPORATION
发明人： Gale A. Raponi
IPC分类号： E02D29/02
CPC分类号： E02D29/0233 , E02D29/0266 , E02D2300/002 , E02D2300/0034 , E02D2300/0035 , E02D2600/30
摘要： The present invention is directed to a retaining wall system including a retaining wall having with at least one retaining wall rebar extending along a vertical direction, the at least one retaining wall rebar includes an end formed into a first retaining wall rebar hook, at least one deadman spaced from the retaining wall, each deadman including a concrete base extending along the vertical direction, the concrete base including rebar extending past the concrete base and having an end formed into a deadman rebar hook, at least a first hole at a top portion of the retaining wall and extending into the retaining wall to expose the retaining wall rebar hook, and a first cable attached to the retaining wall rebar hook and to the deadman rebar hook to support the retaining wall.

59. 发明授权

US11686062B1 Geofabric-containing foundation system 有权
公开(公告)号：US11686062B1
公开(公告)日：2023-06-27
申请号：US17968918
申请日：2022-10-19
申请人： Prince Mohammad Bin Fahd University
发明人： Tahar Ayadat , Danish Ahmed
IPC分类号： E02D27/34
CPC分类号： E02D27/34 , E02D2200/1685 , E02D2300/001 , E02D2300/002 , E02D2300/0009 , E02D2300/0034 , E02D2300/0079 , E02D2300/0089
摘要： The foundation system includes a below ground rigid raft foundation to bear a load for an above ground structure, and granular cushions and piles formed below the raft foundation. The granular cushions are configured for uniform load distribution of the raft foundation and the piles are configured to bear a load of the above ground structure and the raft foundation. The foundation system further includes stone columns encapsulated with a non-woven geofabric and configured to stabilize the raft foundation. The raft foundation is disposed adjacent and above the stone columns, the granular cushions are present between neighboring stone columns, and the granular cushions are present between the stone columns and the piles. The stone columns have a cementing agent for stabilization.

60. 发明授权

US11661719B2 Building elements for making retaining walls, and systems and methods of using same 有权
公开(公告)号：US11661719B2
公开(公告)日：2023-05-30
申请号：US17482541
申请日：2021-09-23
申请人： Evergreen Walls, Inc.
发明人： Felix P. Jaecklin , Clayton E. Warner , John Koutitsas
IPC分类号： E02D29/02
CPC分类号： E02D29/0266 , E02D29/025 , E02D29/0233 , E02D2300/002 , E02D2300/0006 , E02D2300/0026 , E02D2300/0029 , E02D2300/0032 , E02D2300/0034 , E02D2600/20 , E02D2600/30
摘要： A budding element for coupling with other budding elements to erect a retaining wall. Exemplary building elements have receiving spaces for receiving increased weight of fill material to provide increased stability. Optionally, each building element can have an enlarged face profile that provides efficiency in the shipping and assembly process. Optionally, each building element can define alignment voids that receive portions of alignment posts for ensuring vertical alignment between adjacent building elements or portions of building elements.

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