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公开(公告)号：US12116746B2
公开(公告)日：2024-10-15
申请号：US17811841
申请日：2022-07-11
Inventor： Zhichao Zhang , Xuefeng Tang , Kan Liu , Longzhen Ye , Yunlin Yang , Zhaoxu Guo , Changguang Qi , Rufa Huang
CPC classification number: E02D17/202 , A01G20/00 , E02D5/34 , E02D5/808 , E02D17/207 , E02D2200/1685 , E02D2250/0023 , E02D2250/003 , E02D2300/0004 , E02D2300/0034 , E02D2600/30
Abstract: 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.
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公开(公告)号：US11819750B2
公开(公告)日：2023-11-21
申请号：US17247979
申请日：2021-01-04
Applicant: Indian Industries, Inc.
Inventor： Robert W. Cornell
CPC classification number: A63B71/023 , A63B63/083 , E02D5/801 , E02D5/808 , E02D27/42 , A63B2071/024 , E02D2250/0023 , E02D2300/002 , E02D2600/30 , E02D2600/40
Abstract: A system and process for installing in-ground base and basketball systems allows the systems to be installed without needing to wait for concrete to cure. During installation, concrete is poured and anchor bolts are positioned in the wet concrete, a brace is placed over the upper face of the concrete base and the protruding anchor bolt ends. The brace includes a plurality of outwardly extending lateral legs. The legs extend horizontally beyond the edges of the concrete base and into/over the adjacent ground. A stake is placed through each leg. The basketball goal system is then mounted to the anchor bolts and brace. The brace assists in holding the basketball goal system in the correct position while the concrete cures.
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公开(公告)号：US20150132068A1
公开(公告)日：2015-05-14
申请号：US14605139
申请日：2015-01-26
Applicant: ANCREST S.A.
Inventor： Christian Meline
CPC classification number: E21D20/028 , E02D1/02 , E02D5/801 , E02D5/808 , E02D7/22 , E02D27/50 , E21D20/003 , E21D20/021 , E21D20/025
Abstract: A method for anchoring a device in multilayer soil includes analyzing the soil to determine the depth, hardness and density of at least two layers of soils. The anchoring device is prepared for positioning by attaching a self-drilling bit to a bottom end of a hollow rod, attaching a drilling disc to the rod at a position above the self-drilling bit, attaching at least one helical disc to the rod above the drilling disc, and attaching a positioning plate to the rod at a distance from the drilling disc such that the distance from the bottom of the drilling disc to the bottom of the positioning plate is approximately equal to the depth of a first layer of soil. The anchoring device is drilled into the soil until the drilling disc rests on top of the second layer and the positioning plate rests on top of the first layer.
Abstract translation: 将装置固定在多层土壤中的方法包括分析土壤以确定至少两层土壤的深度，硬度和密度。 通过将自钻钻头连接到中空杆的底端，将锚定装置准备好定位，将钻孔盘在自钻孔上方的位置处连接到杆上，将至少一个螺旋盘连接到杆上方 钻孔盘，并且将定位板附接到与钻孔盘一定距离处的杆，使得从钻孔底部到定位板的底部的距离近似等于第一层土壤的深度。 将锚固装置钻入土壤中，直到钻盘落在第二层的顶部上，并且定位板搁置在第一层的顶部。
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4.发明授权公开(公告)号：US08956074B2
公开(公告)日：2015-02-17
申请号：US13864949
申请日：2013-04-17
Applicant: Robert K. Barrett
Inventor： Robert K. Barrett
Abstract: A system and method provides for repair/reconstruction of bridge and culvert constructions. Geosynthetically confined soils are used in combination with soil nails. The soil nails provide additional tensile strength below the areas reinforced with the geosynthetically confined soils. The soil nails may include both horizontal and vertical soil nails. Various forms of vertical tensioning support can be provided to include soil nails, micro-piles, sheet piling, and the like. The confined soils are installed at locations under and adjacent to the man made constructions, and can be provided in both symmetrical and asymmetrical configurations. For bridge constructions, the confined soils may be installed at a desired depth under the bridge girders, and under other primary support members of the bridge. Horizontal nails may be installed under and adjacent to the confined soils. According to the method, incremental excavation can take place so that the manmade construction being repaired may remain partially open to accommodate public travel or other intended uses, thereby limiting the impact of the repair/reconstruction effort.
Abstract translation: 一种系统和方法提供桥涵结构的修复/重建。 土工合成土壤与土钉结合使用。 土钉在土工合成土壤强化区域以下提供额外的拉伸强度。 土钉可能包括水平和垂直的土钉。 可以提供各种形式的垂直张紧支撑件，以包括土钉，微桩，打桩等。 受限的土壤安装在人造建筑物的下方和邻近的地方，并且可以以对称和不对称的构造提供。 对于桥梁结构，受限的土壤可以安装在桥梁下的期望深度处，并且在桥的其他主要支撑构件下方。 水平指甲可以安装在密闭的土壤下面并且靠近受限的土壤。 根据该方法，可以进行增量挖掘，以便修理的人造建筑物可能保持部分开放，以适应公共出行或其他预期用途，从而限制修理/重建工作的影响。
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公开(公告)号：US20140310893A1
公开(公告)日：2014-10-23
申请号：US13864949
申请日：2013-04-17
Applicant: Robert K. Barrett
Inventor： Robert K. Barrett
Abstract: A system and method provides for repair/reconstruction of bridge and culvert constructions. Geosynthetically confined soils are used in combination with soil nails. The soil nails provide additional tensile strength below the areas reinforced with the geosynthetically confined soils. The soil nails may include both horizontal and vertical soil nails. Various forms of vertical tensioning support can be provided to include soil nails, micro-piles, sheet piling, and the like. The confined soils are installed at locations under and adjacent to the man made constructions, and can be provided in both symmetrical and asymmetrical configurations. For bridge constructions, the confined soils may be installed at a desired depth under the bridge girders, and under other primary support members of the bridge. Horizontal nails may be installed under and adjacent to the confined soils. According to the method, incremental excavation can take place so that the manmade construction being repaired may remain partially open to accommodate public travel or other intended uses, thereby limiting the impact of the repair/reconstruction effort.
Abstract translation: 一种系统和方法提供桥涵结构的修复/重建。 土工合成土壤与土钉结合使用。 土钉在土工合成土壤强化区域以下提供额外的拉伸强度。 土钉可能包括水平和垂直的土钉。 可以提供各种形式的垂直张紧支撑件，以包括土钉，微桩，打桩等。 受限的土壤安装在人造建筑物的下方和邻近的地方，并且可以以对称和不对称的构造提供。 对于桥梁结构，受限的土壤可以安装在桥梁下的期望深度处，并且在桥的其他主要支撑构件下方。 水平指甲可以安装在密闭的土壤下面并且靠近受限的土壤。 根据该方法，可以进行增量挖掘，以便修理的人造建筑物可能保持部分开放，以适应公共出行或其他预期用途，从而限制修理/重建工作的影响。
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Patent Agency Ranking
公开(公告)号：US20140250806A1
公开(公告)日：2014-09-11
申请号：US13784871
申请日：2013-03-05
Applicant: Karsten Schibsbye
Inventor： Karsten Schibsbye
CPC classification number: E04H12/20 , E02D5/80 , E02D5/808 , E02D27/42 , E02D27/425 , E04H12/16 , F03D13/20 , F03D13/22 , F03D80/70 , F05B2240/9121 , Y02E10/728
Abstract: A wind turbine tower arrangement (10), having: a concrete tower (12) including an upper portion(14) and a base portion (16); a footer (22) beneath the base portion; a plurality of tendons (30), each tendon spanning an entire height of the concrete tower, at least a portion of each tendon arranged external to concrete (42) forming the concrete tower, and each tendon is pre-stressed to provide compressive force to the concrete in the concrete tower; and a plurality of pilings (28). The tendons are secured by the plurality of pilings.
Abstract translation: 一种风力涡轮机塔架（10），具有：包括上部部分（14）和基部部分（16）的混凝土塔架（12）。 在所述基部下面的页脚（22）; 多个腱（30），每个腱横跨混凝土塔的整个高度，每个腱的至少一部分布置在形成混凝土塔的混凝土（42）的外部，并且每个腱被预应力以提供压缩力 混凝土在混凝土塔中; 和多个桩（28）。 腱由多个桩固定。
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公开(公告)号：US20130209177A1
公开(公告)日：2013-08-15
申请号：US13586683
申请日：2012-08-15
Applicant: Colby BARRETT , Timothy Allen Ruckman
Inventor： Colby BARRETT , Timothy Allen Ruckman
Abstract: A subsurface support comprises a soil nail having an outer member and an inner member placed within the outer member. Features are provided to maintain a uniform spaced relationship between the inner and outer members. The spaced relationship may be achieved by crimping the outer member, or by use of an insert installed between the inner and outer members. In another embodiment, the support is made of composite construction materials, and having a self-drilling capability. The outer member may be fiberglass, and a metallic drill bit may be secured to a distal end of the soil nail. The inner member is preferably steel. A method is also provided to improve pull-out capacity by galvanizing the inner and outer members.
Abstract translation: 地下支撑件包括具有外部构件的土钉和设置在外部构件内部的内部构件。 提供特征以保持内部和外部构件之间的均匀间隔的关系。 间隔的关系可以通过压接外部构件或通过使用安装在内部构件和外部构件之间的插入件来实现。 在另一个实施例中，支撑件由复合结构材料制成，并且具有自钻孔能力。 外部构件可以是玻璃纤维，并且金属钻头可以固定到土钉的远端。 内部构件优选为钢。 还提供了一种通过镀锌内部和外部构件来提高拉出能力的方法。
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公开(公告)号：US08458986B2
公开(公告)日：2013-06-11
申请号：US13592475
申请日：2012-08-23
Applicant: Jaime Reyes , Hanming You
Inventor： Jaime Reyes , Hanming You
Abstract: A reinforcing system for a guy anchor used in a guyed or additionally guyed tower includes a concrete structure formed around the guy anchor. The concrete structure has a top surface slightly above grade level. The reinforcing system further includes a supplemental anchor shaft. The supplemental anchor shaft is attached to the existing anchor head and extends down into the concrete structure, where it is retained and encased therein. The concrete structure preferably has a base and at least one wall that extends down from the base and has a surface that faces the tower to resist horizontal forces. The reinforcing system is sufficiently strong to keep the guy anchor in place even if the original anchor shaft completely corrodes. The supplemental anchor shaft does not generally come into contact with soil. It therefore resists corrosion and is expected to provide a long service life.
Abstract translation: 用于家具或附属的塔中的家具锚的加强系统包括形成在家具锚附近的混凝土结构。 混凝土结构的顶面略高于档次。 增强系统还包括补充锚杆。 补充锚杆连接到现有的锚头，并向下延伸到混凝土结构中，并保持在其中。 混凝土结构优选地具有基部和至少一个从基部向下延伸的壁，并且具有面向塔的表面以抵抗水平力。 加固系统足够坚固，即使原始锚杆完全腐蚀，也可以将船锚固定在适当位置。 辅助锚杆通常不会与土壤接触。 因此，它可以抵抗腐蚀，并且预期可提供长使用寿命。
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公开(公告)号：US08250817B2
公开(公告)日：2012-08-28
申请号：US12890565
申请日：2010-09-24
Applicant: Jaime Reyes , Hanming You
Inventor： Jaime Reyes , Hanming You
Abstract: A reinforcing system for a guy anchor used in a guyed or additionally guyed tower includes a concrete structure formed around the guy anchor. The concrete structure has a top surface slightly above grade level. The reinforcing system further includes a supplemental anchor shaft. The supplemental anchor shaft is attached to the existing anchor head and extends down into the concrete structure, where it is retained and encased therein. The concrete structure preferably has a base and at least one wall that extends down from the base and has a surface that faces the tower to resist horizontal forces. The reinforcing system is sufficiently strong to keep the guy anchor in place even if the original anchor shaft completely corrodes. The supplemental anchor shaft does not generally come into contact with soil. It therefore resists corrosion and is expected to provide a long service life.
Abstract translation: 用于家具或附属的塔中的家具锚的加强系统包括形成在家具锚附近的混凝土结构。 混凝土结构的顶面略高于档次。 增强系统还包括补充锚杆。 补充锚杆连接到现有的锚头，并向下延伸到混凝土结构中，并保持在其中。 混凝土结构优选地具有基部和至少一个从基部向下延伸的壁，并且具有面向塔的表面以抵抗水平力。 加固系统足够坚固，即使原始锚杆完全腐蚀，也可以将船锚固定在适当位置。 辅助锚杆通常不会与土壤接触。 因此，它可以抵抗腐蚀，并且预期可提供长使用寿命。
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公开(公告)号：US20120005970A1
公开(公告)日：2012-01-12
申请号：US12890565
申请日：2010-09-24
Applicant: Jaime REYES , Hanming You
Inventor： Jaime REYES , Hanming You
Abstract: A reinforcing system for a guy anchor used in a guyed or additionally guyed tower includes a concrete structure formed around the guy anchor. The concrete structure has a top surface slightly above grade level. The reinforcing system further includes a supplemental anchor shaft. The supplemental anchor shaft is attached to the existing anchor head and extends down into the concrete structure, where it is retained and encased therein. The concrete structure preferably has a base and at least one wall that extends down from the base and has a surface that faces the tower to resist horizontal forces. The reinforcing system is sufficiently strong to keep the guy anchor in place even if the original anchor shaft completely corrodes. The supplemental anchor shaft does not generally come into contact with soil. It therefore resists corrosion and is expected to provide a long service life.
Abstract translation: 用于家具或附属的塔中的家具锚的加强系统包括形成在家具锚附近的混凝土结构。 混凝土结构的顶面略高于档次。 增强系统还包括补充锚杆。 补充锚杆连接到现有的锚头，并向下延伸到混凝土结构中，并保持在其中。 混凝土结构优选地具有基部和至少一个从基部向下延伸的壁，并且具有面向塔的表面以抵抗水平力。 加固系统足够坚固，即使原始锚杆完全腐蚀，也可以将船锚固定在适当位置。 辅助锚杆通常不会与土壤接触。 因此，它可以抵抗腐蚀，并且预期可提供长使用寿命。
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