公开(公告)号：US20180216305A1

公开(公告)日：2018-08-02

申请号：US15739281

申请日：2015-07-27

申请人： Takao NAKANO

发明人： Takao NAKANO

IPC分类号： E02D5/48 ,  E02D5/50

CPC分类号： E02D5/48 ,  E02D5/50

摘要： Provided is a method for burying a precast pile in which a borehole and a buried precast pile are strongly integrated, the end bearing capacity and the circumferential frictional force of the precast pile are increased, and the extraction resistance strength thereof is improved. Provided is a method for burying a precast pile in which a foaming agent having an expanding effect is added to the cement milk or mortar in advance, whereby the soil cement formed around the base of the precast pile in the borehole is caused to expand.

公开(公告)号：US07390144B2

公开(公告)日：2008-06-24

申请号：US11345802

申请日：2006-02-02

申请人： Ronald M. Fedrick

发明人： Ronald M. Fedrick

IPC分类号： E02D5/30 ,  E02D5/50

CPC分类号： E02D7/24 ,  E02D5/32 ,  E02D5/48 ,  E02D5/50 ,  E02D7/26

摘要： A method for installing a pre-cast/pre-stressed concrete and steel pile used in the construction of pile foundations and the resulting installed pile that has its distal end anchored to bedrock is disclosed. After the pile is located on bedrock, a first hole is drilled into bedrock that is of sufficient depth to accommodate a lower portion of the steel pipe that extends below the concrete pile and contains a plurality of orifices. A second hole is drilled into bedrock that is below and concentric to the first hole and has a diameter than that is usually less than that of the first hole. The second hole forms an anchoring socket to accommodate an anchoring anchor. Grout is injected into the steel pile and anchoring socket until the grout fills the voids in the interior of the steel pipe. Grout also seeps through the orifices in the lower end of said steel pipe and fills the second hole, and an annular space between the outer circumference of the steel pipe and the walls of the first hole.

摘要翻译： 公开了一种用于安装桩基施工中使用的预制/预应力混凝土和钢桩的方法，以及将其末端锚定到基岩的所得安装桩。 在桩位于基岩之后，将第一个孔钻入基岩中，该基岩具有足够的深度以容纳在混凝土桩下方延伸的钢管的下部并且包含多个孔。 在与第一孔相同并且与第一孔同心的基岩中钻出第二孔，其直径小于第一孔的直径。 第二孔形成一个锚固插座以容纳锚固锚。 灌浆被注入钢桩和锚固插座，直到灌浆填充钢管内部的空隙。 灌浆也通过所述钢管的下端的孔口渗漏并填充第二孔，并且在钢管的外周和第一孔的壁之间形成环形空间。

公开(公告)号：US20050117977A1

公开(公告)日：2005-06-02

申请号：US10502286

申请日：2003-01-22

申请人： Henning Rasumussen

发明人： Henning Rasumussen

IPC分类号： E02D5/44 ,  E02D5/50 ,  E02D5/54 ,  E02D7/14 ,  E02D5/74

CPC分类号： E02D5/44 ,  E02D5/50 ,  E02D5/54

摘要： The invention concerns a reinforcement unit for reinforcing a footing element by laying pile foundation with a foundation pile with at least one through-going longitudinal cavity, where the reinforcement unit includes a number of shaped and articulated reinforcement members that are pivotably connected to a centrally arranged, annular element, so that the reinforcement unit has a folded mounting and an extended position of use, and that the reinforcement unit is connected to the foundation pile by one or more tension members. The invention also concerns a method for placing a foundation pile and reinforcing a footing element with a reinforcement unit.

摘要翻译： 本发明涉及一种加强单元，用于通过用具有至少一个贯穿的纵向空腔的基础桩铺设桩基来加强基础元件，其中加强单元包括多个成形和铰接的加强构件，其可枢转地连接到中心布置 环形元件，使得加强单元具有折叠安装和延伸使用位置，并且加强单元通过一个或多个张力构件连接到基础桩。 本发明还涉及一种用于放置基础桩并加强具有加强单元的基础元件的方法。

公开(公告)号：US4293242A

公开(公告)日：1981-10-06

申请号：US947184

申请日：1978-09-29

申请人： Stanley Merjan

发明人： Stanley Merjan

IPC分类号： E02D5/44 ,  E02D5/50 ,  E02D5/72 ,  E02D27/50 ,  E02D31/12

CPC分类号： E02D5/72 ,  E02D27/50 ,  E02D31/12 ,  E02D5/44 ,  E02D5/50

摘要： During the driving of a pile having an enlarged tip, uplift capacity is provided by pouring concrete into the annular space around the pile stem.

摘要翻译： 在具有扩大的顶部的桩的驱动期间，通过将混凝土浇注到桩杆周围的环形空间中来提供隆起能力。

公开(公告)号：US4127002A

公开(公告)日：1978-11-28

申请号：US854726

申请日：1977-11-25

申请人： Arthur W. DeWitt

发明人： Arthur W. DeWitt

IPC分类号： E02D5/50 ,  E02D5/52

CPC分类号： E02D5/50 ,  E02D5/523

摘要： A process for building-up a pre-formed concrete piling while the piling is in place in terrain to form a finished piling foundation of uniform height above reference terrain level having a pre-formed portion and a cast-in-place portion.

摘要翻译： 一种在地层中建立预制混凝土桩的方法，以形成具有预成形部分和现浇部分的高于基准地形水平的均匀高度的成品桩基础。

公开(公告)号：US3913337A

公开(公告)日：1975-10-21

申请号：US30370672

申请日：1972-11-06

申请人： MERJAN STANLEY

发明人： MERJAN STANLEY

IPC分类号： E02D5/30 ,  E02D5/50 ,  E02D5/54 ,  E02D5/72 ,  E02D27/14 ,  E02D3/08 ,  E02D5/44

CPC分类号： E02D5/54 ,  E02D5/30 ,  E02D5/50 ,  E02D5/72 ,  E02D27/14

摘要： A concrete pile fitted with a special slightly tapered concrete tip of larger area. The tip has a central open socket for receiving concrete poured in after the pile is in place.

公开(公告)号：US2952130A

公开(公告)日：1960-09-13

申请号：US57259556

申请日：1956-03-19

申请人： LUDWIG MUELLER

发明人： LUDWIG MUELLER

IPC分类号： E02D5/50 ,  E02D5/62

CPC分类号： E02D5/62 ,  E02D5/50

公开(公告)号：USRE18893E

公开(公告)日：1933-07-11

申请号：US18893D

IPC分类号： E02D5/50

CPC分类号： E02D5/50

公开(公告)号：US1706002A

公开(公告)日：1929-03-19

申请号：US2334925

申请日：1925-04-15

申请人： SIPE GEORGE B

发明人： SIPE GEORGE B

IPC分类号： E02D5/40 ,  E02D5/50 ,  E02D7/28 ,  E21D1/08

CPC分类号： E02D7/28 ,  E02D5/40 ,  E02D5/50 ,  E21D1/08

公开(公告)号：US20180073487A1

公开(公告)日：2018-03-15

申请号：US15553963

申请日：2016-02-23

申请人： WOBBEN PROPERTIES GMBH

发明人： Hugo Rodrigo Beramendi Ortega ,  Britta Randel ,  Roy Kersien

IPC分类号： F03D13/20 ,  E02D5/50 ,  E02D5/22 ,  E02D27/42

CPC分类号： F03D13/22 ,  E02D5/223 ,  E02D5/285 ,  E02D5/30 ,  E02D5/50 ,  E02D27/425 ,  E02D2200/1685 ,  E02D2250/0023 ,  E02D2300/002 ,  F05B2230/60 ,  F05B2280/1071

摘要： A wind power installation foundation having a cylindrical central unit, a plurality of steel carriers which are arranged radially around the central unit and which respectively have a first and a second end, and a plurality of foundation piles. The first ends of the steel carriers are fixed to the central unit so that the second ends of the steel carriers are in the form of free ends. The second free ends of the steel carriers are respectively placed on one of the foundation piles.