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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：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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3.发明申请公开(公告)号：US20190257051A1
公开(公告)日：2019-08-22
申请号：US16281340
申请日：2019-02-21
摘要： A connection structure for connecting a seabed anchor to a superstructure for electrical power engineering has a horizontally encircling, vertically extending wall, which bounds a spatial region inside the connection structure. A first connecting section is configured for connection to the superstructure. A second connecting section is configured for connection to the seabed anchor.
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公开(公告)号：US10294626B2
公开(公告)日：2019-05-21
申请号：US14764458
申请日：2014-01-24
IPC分类号： E02D27/42 , E02D27/16 , E02D27/50 , E02D27/52 , F03D13/20 , F03D13/10 , F03D13/40 , F03D13/25
摘要： Method for installation of an offshore tower, which comprises: providing a tower mast, piles, anchoring means, a platform with securing means, and buoyancy means with securing means; fastening piles to platform; fastening mast to platform in the use position; providing actuation and/or braking means between piles and platform; providing a platform between lower zone and upper zone; anchoring means to piles and to platform; launching buoyancy means; launching base assembly (platform, mast, piles, anchoring means); securing base assembly to buoyancy means using securing means; transferring transport assembly to tower location; actuating actuation and/or braking means until piles are fixed in the seabed; fastening piles to seabed; actuating actuation and/or braking means until platform is on a level with pile upper zone; mounting wind turbine on mast; removing securing means and withdrawing buoyancy means from platform; and tensioning anchoring means.
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公开(公告)号：US20170159257A1
公开(公告)日：2017-06-08
申请号：US15430807
申请日：2017-02-13
发明人： David J. White
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：US09435096B2
公开(公告)日：2016-09-06
申请号：US14548447
申请日：2014-11-20
发明人： Hee Jeong Shin , Young Jun Lee , Seong hwan Kim
CPC分类号： E02D27/425 , E02B17/02 , E02B2017/0065 , E02B2017/0091 , E02D27/10 , E02D27/16 , E02D27/50 , E02D27/525
摘要： Disclosed is a construction method of a foundation for an underwater support structure, which is capable of rapidly installing the foundation of a large-scale structure on a sea floor, and also sufficiently ensuring a horizontal load supporting capability. The construction method includes installing a pile having a head part, in which a catching groove is formed, in a sea floor G; fabricating the foundation for the underwater support structure, in which a buried guide tube is formed to protrude downwardly from a lower surface of the foundation for an underwater support structure, and settling the foundation for the underwater support structure on the sea floor, such that the head part of the pile is inserted into the guide tube; and anchoring the pile into the guide tube using an elastically protruding settlement device formed in the guide tube.
摘要翻译： 本发明公开了一种水下支撑结构的基础施工方法，其能够在海底上快速地安装大型结构的基础，并且还能够充分确保水平承载能力。 施工方法包括在海底G中安装具有形成有捕获槽的头部的桩; 制造水下支撑结构的基础，其中形成埋设的导管从用于水下支撑结构的基础的下表面向下突出，并且将用于水下支撑结构的基础沉积在海底上，使得 桩的头部插入导管中; 并使用形成在引导管中的弹性突出的沉降装置将桩固定到引导管中。
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公开(公告)号：US20150139739A1
公开(公告)日：2015-05-21
申请号：US14403150
申请日：2013-05-21
申请人： SKINEARTH CO., LTD.
发明人： Ki Yong Song
CPC分类号： E02D5/36 , E02D3/08 , E02D3/12 , E02D5/28 , E02D5/30 , E02D5/48 , E02D17/02 , E02D27/16 , E02D27/32 , E02D2250/0023 , E02D2250/003 , E02D2300/002 , E02D2300/0029
摘要： The present invention relates to a foundation structure vertically installed on the ground, and comprising: an upper support layer 10 formed on the ground in the vertical direction; and a lower support layer 20 formed so as to extend downward from the upper support layer 10 and such that the width thereof is less than that of the upper support layer 10. The disclosed upper support layer 10 and the lower support layer 20 are structures formed from soil solidified by means of feeding and mixing an earth and soil-solidifying agent therein, and therefore are efficient and prevent overload due to boring equipment.
摘要翻译： 本发明涉及垂直安装在地面上的基础结构，包括：在垂直方向上形成在地面上的上支撑层10; 以及从上支撑层10向下延伸并且其宽度小于上支撑层10的宽度的下支撑层20.所公开的上支撑层10和下支撑层20是形成的结构 来自通过在其中进料和混合土壤和土壤固化剂而固化的土壤，因此是有效的并且防止由于镗孔设备而导致的过载。
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8.发明申请METHOD FOR BUILIDING A FOUNDATION, IN PARTICULAR A FOUNDATION FOR A WIND TURBINE TOWER 有权基础设施的方法，特别是风力发电机塔的基础公开(公告)号：US20090235597A1
公开(公告)日：2009-09-24
申请号：US12479654
申请日：2009-06-05
申请人： Aloys Wobben
发明人： Aloys Wobben
IPC分类号： E02D27/16
CPC分类号： E02D27/42 , F03D13/22 , Y02B10/30 , Y02E10/728 , Y02P70/523 , Y10S416/06
摘要： A foundation for a structure comprises a plurality of segments. To build the foundation, a foundation bed is excavated, and a stable, substantially level and horizontal subbase is built in the foundation bed. A foundation segment of the structure is set down on the subbase, such that at least three vertically adjustable support poles fixedly attached to the foundation segment contact reinforced points of support on the subbase. A remainder of the foundation bed is then filled with foundation mass to a level above a bottom rim of the foundation segment.
摘要翻译： 结构的基础包括多个段。 为了建立基础，挖掘了一个基础床，在基础床上建立了一个稳定的，基本水平和水平的底座。 结构的基础部分设置在底座上，使得至少三个可固定地连接到基座段的可垂直调节的支撑杆接触底座上的支撑点。 然后将基础床的剩余部分填充到基础部分的底部边缘以上的水平面上。
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公开(公告)号：US5746544A
公开(公告)日：1998-05-05
申请号：US517876
申请日：1995-08-24
申请人： Hovik Baghoomian
发明人： Hovik Baghoomian
摘要： Compression of soft subsoils to support loads such as roadways, widened roadways, etc. with conventionally accomplished product piling surcharge onto the subsoils for a time long enough to compress them. The speed and undesirable compression (which often causes interference with aquifers) can be avoided by installing isolation slabs supported at or near the grade of the subsoil by caps resting on piles driven to sufficient depths to support the intended load. Fill can then be placed on the isolating slabs without the undesirable compression of the subsoil.
摘要翻译： 压缩软底土以支撑诸如道路，加宽的道路等载荷，通常将产品打桩附加在底土上一段时间以使其压缩。 通过安装在驱动到足够深度以支撑预期载荷的桩上的盖子安装支撑在底土等级附近的隔离板，可以避免速度和不期望的压缩（其通常导致与含水层的干扰）。 然后可以将填充物放置在隔离板上，而不会不希望地压缩底土。
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公开(公告)号：US5713170A
公开(公告)日：1998-02-03
申请号：US676489
申请日：1996-07-08
CPC分类号： E01F8/0029 , E01C3/00 , E01F15/0476 , E01F8/0017 , E01F8/0023 , E02D27/16 , E02D27/18 , E02D29/02
摘要： A system and method for widening a highway and supporting a sound wall is provided that includes a single row of caissons for providing the sole foundation of a breast wall and a sound wall. The caissons include a vertically-oriented network of reinforcing steel, an upper portion of which is integrated into the steel reinforcing network of a cast-in-place breast wall. The sound wall is mounted on and supported by the top ends of the caissons and serves to obstruct the transmission of sound from the highway. The vertically-oriented reinforcing members of the caissons are spaced away from the center portion of each caisson in two opposing groups in order to maximize its bending strength in a direction orthogonal to the highway, which is the primary direction in which cut earth, compacted fill material, and winds apply bending moments to the breast wall and sound wall. The use of a single row of caissons having a high bending strength in a direction orthogonal to the highway minimizes the labor and materials necessary to support the breast wall and the sound wall, and advantageously minimizes the amount of space necessary to excavate and construct the foundation.
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