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公开(公告)号：US12000106B2
公开(公告)日：2024-06-04
申请号：US16877661
申请日：2020-05-19
发明人： John Verdin , Kord J. Wissmann
摘要： Apparatuses for constructing displacement aggregate piers are disclosed. In one example, a mandrel is provided comprising a tamper head that has cutting teeth on the leading edge thereof. In another example, hydrojet nozzles are provided within one or more of the cutting teeth of the tamper head. In yet another example, the mandrel comprises grout tubes (or grout injection lines) and/or grout inspection lines. In yet another example, the mandrel and/or tamper head can comprise cutting teeth, hydrojet nozzles, grout tubes (or gout injection lines), grout inspection lines, and any combinations thereof.
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公开(公告)号：US20230121538A1
公开(公告)日：2023-04-20
申请号：US17979927
申请日：2022-11-03
申请人： Alexander Degen , Wilhelm Degen
发明人： Alexander Degen , Wilhelm Degen
摘要： A vibrator assembly comprising a feed pipe that has a longitudinal axis as well as a first end and a second end. The vibrator assembly may further comprise a vibrator unit that is mechanically coupled to the feed pipe, and a filling assembly which extends into the feed pipe at the first end and is designed to pick up material and direct same into the feed pipe. The feed pipe may have at least two separate channels from the first end to the second end and parallel to the longitudinal axis.
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3.发明授权公开(公告)号：US11512435B2
公开(公告)日：2022-11-29
申请号：US16706915
申请日：2019-12-09
发明人： David J. White
IPC分类号： E01B2/00 , E02D5/46 , E02D3/08 , E01B1/00 , E02D5/22 , E02D5/34 , E02D5/48 , E02D5/56 , E02D7/02
摘要： A system for and method of stabilizing rail track structures using a load transfer apparatus is disclosed. The load transfer apparatus includes a vertical load transfer element and a top load transfer element, wherein the top load transfer element is used to transfer applied locomotive and rail car loads to the vertical load transfer element. In one embodiment, the top load transfer element includes helical flights. In another embodiment, the top load transfer element includes a flared top. In yet another embodiment, the top load transfer element includes a load transfer cap. In a further embodiment, the top load transfer element includes two or more support legs each with a top support attached thereto. The railroad stabilization system can comprise any one type or any combinations of types of the aforementioned load transfer apparatuses.
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公开(公告)号：US11479935B2
公开(公告)日：2022-10-25
申请号：US17114829
申请日：2020-12-08
发明人： David J. White , Kord J. Wissmann , Lake Carter
IPC分类号： E02D3/08 , E02D7/28 , E02D5/60 , E02D27/18 , E02D23/00 , E02D27/20 , E02D27/16 , E02D7/02 , E02D7/30
摘要： Extensible shells and related methods for constructing a support pier are disclosed. An extensible shell can define an interior for holding granular construction material and define a first opening at a first end for receiving the granular construction material into the interior and a second opening at a second end. The extensible shell can be flexible such that the shell expands when granular construction material is compacted in the interior of the shell. A method may include positioning the extensible shell in the ground and filling at least a portion of the interior of the shell with the granular construction material. The granular construction material may be compacted in the interior of the extensible shell to form a support pier.
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公开(公告)号：US20220315882A1
公开(公告)日：2022-10-06
申请号：US17310779
申请日：2021-05-21
申请人： HAINAN UNIVERSITY
发明人： Jun Hu , Hui Zeng , Dongling Zeng , Zhixin Wang , Lin Jia
摘要： The present invention discloses an equal energy deformation composite foundation using microorganism to solidify aggregate and a construction method thereof, the composite foundation comprises a pile body and a cushion layer, wherein the pile body is provided with several piles, the cushion layer is arranged at the top of the pile body, the pile body is connected into an integral structure through the cushion layer, and the pile body and the cushion layer are filled with aggregate solidified by microorganism. The method comprises the following steps: step 1, leveling the site; Step 2, construction preparation; Step 3, the pile driver in place; Step 4, forming a hole by hammering; Step 5, filling aggregate into the hole; Step 6, repeating the work of step 5; Step 7, forming an equal energy deformation compaction pile using microorganism to solidify aggregate; Step 8, moving to the next pile; Step 9, tamping the ground; Step 10, until the cushion is flush with the surface. Beneficial effects: using local materials, turning waste into wealth, being environmental friendly, saving project cost and conforming to the concept of green development.
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公开(公告)号：US20210388569A1
公开(公告)日：2021-12-16
申请号：US17215054
申请日：2021-03-29
申请人： Alexander Degen , Wilhelm Degen
发明人： Alexander Degen , Wilhelm Degen
摘要： A vibrator assembly comprising a feed pipe that has a longitudinal axis as well as a first end and a second end. The vibrator assembly may further comprise a vibrator unit that is mechanically coupled to the feed pipe, and a filling assembly which extends into the feed pipe at the first end and is designed to pick up material and direct same into the feed pipe. The feed pipe may have at least two separate channels from the first end to the second end and parallel to the longitudinal axis.
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公开(公告)号：US11105061B1
公开(公告)日：2021-08-31
申请号：US16976767
申请日：2019-08-20
申请人： ZHEJIANG UNIVERSITY
发明人： Yanguo Zhou , Kai Liu , Qiang Ma , Xinhui Zhou
摘要： The disclosure discloses a high-performance liquefaction mitigation method forstone columns for protecting the existing buildings during earthquakes. Specifically, a small equipment is used to dig trenches in the soil around the existing building. Then, a spiral driller is used to drill a series of boreholes in the trenches according to the optimized borehole design. Next, two or three layers of optimized gravel material with high permeability are filled into the boreholes to work as the inverted layer. Finally, geotextile is arranged around the trench and the trench is filled with the optimized gravel. Compared with current liquefaction mitigation methods for existing buildings, the disclosure is suitable for liquefaction mitigation in large cities, and has the advantages of low disturbance to the overlaid building, simple construction process, high construction efficiency, low construction cost, long service life and the construction material could be easily obtained.
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公开(公告)号：US20200299917A1
公开(公告)日：2020-09-24
申请号：US16825390
申请日：2020-03-20
摘要： Soil inclusions (30) comprising an elongated, cured cementitious columnar body (72) are located within the soil (32) and include a tubular perforate structural reinforcement (56a, 56b) embedded within the body (72), with portions of the body exuded through the perforations (57) of the structural reinforcement (56a, 56b). The inclusions (30) are formed by driving a tubular mandrel (44) through vibratory means into the soil (32), with a flexible, tubular, perforate reinforcement (56a, 56b) about the exterior surface of the mandrel (44). When the mandrel (44) is fully driven, it is withdrawn, and simultaneously cementitious material (70) is injected into the mandrel (44). The material (70) exudes through the perforations (57) to complete the inclusion (30), which is deformation compliant. The inclusions may be installed in vertical or non-vertical orientations.
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公开(公告)号：US20200256028A1
公开(公告)日：2020-08-13
申请号：US16756078
申请日：2018-10-15
申请人： Shachar Magali
发明人： Shachar Magali
摘要： A mallet is described that has at least one cleft, in such a structure that the stress wave created during impact has longer travel way than the length of the mallet as measured along the impact line. This mallet induces longer-lasting and weaker stress wave(s) in the anvil as compared to a solid mallet having the same outer dimensions and more or less the same weight. The Cleft-Mallet increases the effectiveness of the strike, while decreasing the stresses in the anvil.
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公开(公告)号：US10513831B2
公开(公告)日：2019-12-24
申请号：US15430807
申请日：2017-02-13
发明人： David J. White
IPC分类号： E02D3/08 , E02D7/28 , E02D5/60 , E02D27/20 , E02D23/00 , E02D27/18 , E02D27/16 , E02D7/02 , E02D7/30
摘要： Extensible shells and related methods for constructing a support pier are disclosed. An extensible shell can define an interior for holding granular construction material and define a first opening at a first end for receiving the granular construction material into the interior and a second opening at a second end. The extensible shell can be flexible such that the shell expands when granular construction material is compacted in the interior of the shell. A method may include positioning the extensible shell in the ground and filling at least a portion of the interior of the shell with the granular construction material. The granular construction material may be compacted in the interior of the extensible shell to form a support pier.
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