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1. 发明授权

US11384502B2 Concrete inside interface processing structure and method for secant pile construction 有权
公开(公告)号：US11384502B2
公开(公告)日：2022-07-12
申请号：US17581911
申请日：2022-01-22
申请人： QINGDAO UNIVERSITY OF TECHNOLOGY , Qingdao Green Technology Geotechnical Engineering Co., Ltd. , Zhongqing Jian'an Construction Group Co., Ltd.
发明人： Yonghong Wang , Bo Han , Jian Huang , Qijun Zhang , Jiangbin Wu , Wengang Zhang , Peiyuan Lin , Junning Xiang , Jun Yan , Bin Wang , Wenzhuo Liu , Chengyue Jia , Xiang Fang , Xin Wang , Zuodong Liang
IPC分类号： E02D17/04 , E02D5/46 , E02D5/30 , E02D19/18
摘要： A concrete inside interface processing structure for secant pile construction, including secant concrete pile, formed plain concrete pile, rotary jet grouting piles, steel mesh sheet, ribbed steel bar, Y-shaped connecting piece, reinforced concrete pile, and U-shaped connecting piece; drilled holes are arranged at intervals along axis of the formed plain concrete pile; the ribbed steel bar is anchored in each drilled hole; the steel mesh sheet is formed by connecting longitudinal bars and transverse bars, and driven into a soil body between the formed plain concrete piles; the concrete layer is formed by spraying concrete on the steel mesh sheet; the reinforced concrete pile is cast at outside of the formed plain concrete pile, and tangent to the formed plain concrete pile, and interlocked with the rotary jet grouting piles; the rotary jet grouting piles are tangent to the formed plain concrete pile or secant concrete pile.

2. 发明申请

US20050232702A1 Contamination diffusion preventing structure in contaminated area 失效
标题翻译：污染区域污染扩散防治结构
公开(公告)号：US20050232702A1
公开(公告)日：2005-10-20
申请号：US10517290
申请日：2003-04-14
申请人： Koji Fujita
发明人： Koji Fujita
IPC分类号： B09C1/00 , B09C1/08 , E02D19/18 , B09B1/00 , E02D31/00
CPC分类号： B09C1/00 , B09C1/002 , B09C1/08 , B09C2101/00 , E02D19/18
摘要： In order to effectively prevent diffusion of a harmful substance to a non-polluted soil side with a relatively simple and inexpensive construction without requiring a large-scale system, a pollution diffusion preventive wall member is installed underground for partitioning between a polluted soil side and a non-polluted soil side, the wall member being formed of wall forming material having water-permeability and containing a rare earth compound carried therein.
摘要翻译：为了有效地防止有害物质以相对简单且廉价的结构扩散到无污染的土壤侧面，而不需要大规模的系统，将污染扩散防止壁构件安装在地下用于在污染土壤侧和无污染的土壤侧，壁构件由具有透水性的壁形成材料形成，并含有载持在其中的稀土化合物。

3. 发明授权

US06854935B2 Method of reducing ground disturbance during freeze-thaw cycles and a subsurface insulation material 有权
标题翻译：降低冻融过程中地面扰动的方法和地下保温材料
公开(公告)号：US06854935B2
公开(公告)日：2005-02-15
申请号：US10393719
申请日：2003-03-19
申请人： Maxwell Andrews
发明人： Maxwell Andrews
IPC分类号： E01C3/06 , E02D3/12 , E02D19/18 , E02D31/14 , E02D3/00 , E01C3/00
CPC分类号： E02D31/14 , E01C3/06 , E02D3/12 , E02D19/18
摘要： A method of reducing ground disturbance during freeze-thaw cycles. The steps include excavating soil from an area affected by ground disturbance due to subsurface flow and subsequent freezing of water. A subsurface layer of thermal insulation is then laid over the affected area, thereby thermally insulating the affected area from freezing. The subsurface layer of thermal insulation has a top surface and a bottom surface. A subsurface layer of wick material capable of drawing water away from the affected area by capillary action is also laid parallel to one of the top surface or the bottom surface of the subsurface layer of thermal insulation positioned in a path of the subsurface flow of water.
摘要翻译：一种在冷冻 - 融化循环中降低地面干扰的方法。这些步骤包括从受地下流动影响的地区挖掘土壤，并随后冻结水。然后将受热区域的地下层放置在受影响的区域上，从而使受影响的区域与结冰隔热。隔热层的下表面具有顶面和底面。能够通过毛细管作用将水从受影响区域吸走的芯材的地下层也平行于位于地下水流路径中的保温层的下表面或下表面之一。

4. 发明授权

US06851890B2 Advanced containment system 失效
标题翻译：高级遏制系统
公开(公告)号：US06851890B2
公开(公告)日：2005-02-08
申请号：US10412491
申请日：2003-04-03
申请人： Kevin M. Kostelnik , Hideki Kawamura , John G. Richardson , Masaru Noda
发明人： Kevin M. Kostelnik , Hideki Kawamura , John G. Richardson , Masaru Noda
IPC分类号： G21F9/06 , B09B1/00 , B09C1/00 , E02D19/18 , E02D31/00 , G21F9/24 , G21F9/34
CPC分类号： B09B1/00 , B09C1/002 , E02D19/185 , E02D31/006
摘要： An advanced containment system for containing buried waste and associated leachate. The advanced containment system comprises a plurality of casing sections with each casing section interlocked to an adjacent casing section. Each casing section includes a complementary interlocking structure that interlocks with the complementary interlocking structure on an adjacent casing section. A barrier filler substantially fills the casing sections and may substantially fill the spaces of the complementary interlocking structure to form a substantially impermeable barrier. Some of the casing sections may include sensors so that the casing sections and the zone of interest may be remotely monitored after the casing sections are emplaced in the ground.
摘要翻译：一个包含埋藏废物和相关渗滤液的先进遏制系统。先进的封闭系统包括多个壳体部分，每个壳体部分互锁到相邻的壳体部分。每个壳体部分包括互补的互锁结构，其在相邻的壳体部分上与互补的互锁结构互锁。阻挡填料基本上填充壳体部分，并且可以基本上填充互补互锁结构的空间以形成基本上不可渗透的屏障。一些套管部分可以包括传感器，使得在壳体部分被放置在地面中之后，可以远程监视壳体部分和感兴趣区域。

5. 发明授权

US5915884A Arcuate end corrugated paper form void 失效
标题翻译：拱形瓦楞纸形状无效
公开(公告)号：US5915884A
公开(公告)日：1999-06-29
申请号：US763765
申请日：1996-12-11
申请人： Robert C. Gates , Michael L. Turner
发明人： Robert C. Gates , Michael L. Turner
IPC分类号： E02D19/18 , B28B7/16 , E02D5/34 , E02D5/38
CPC分类号： E02D19/185
摘要： An arcuate end form void for providing a space between a poured concrete structure and an underlying expansive soil adjacent a round pier is formed of corrugated paper to provide temporary support of wet concrete, and conforms to the pier radius to prevent passage of wet concrete between the pier and form void.
摘要翻译：在浇筑的混凝土结构与邻近圆墩的下面的膨胀土之间提供空间的弧形端形成空隙，由波纹纸形成，以提供湿混凝土的临时支撑，并符合墩半径以防止湿混凝土在码头并形成空白。

6. 发明授权

US5827362A Modified organoclays 失效
标题翻译：改性有机粘土
公开(公告)号：US5827362A
公开(公告)日：1998-10-27
申请号：US753228
申请日：1996-11-22
申请人： Neil Andrew McLeod
发明人： Neil Andrew McLeod
IPC分类号： B09C1/00 , B09C1/08 , B09C1/10 , E02D3/12 , E02D5/18 , E02D19/18 , C04B14/04
CPC分类号： E02D19/18 , B09C1/002 , B09C1/08 , B09C1/10 , E02D3/12 , E02D5/18 , B09C2101/00 , Y10S210/909
摘要： The invention provides a range of modified organoclays comprising intercalated moieties to provide an effective mechanism for attracting organic compounds into the interlamellar spaces in close proximity to other intercalated reactants. The intercalated moieties provide three functions, namely (a) pillaring to create adequate interlamellar spacing to provide access for larger molecules, e.g. polychlorinated biphenyls and poly aromatic hydrocarbons, (b) organophilic attraction of like polarity organic compounds, and (c) a reactive environment in which the organic substrates can be permanently bonded to the clay surfaces and pillaring agents. The invention also resides in methods of treating soil or other materials with such modified organoclays in order to remove or bind hazardous organic molecules.
摘要翻译：本发明提供了一系列改进的有机粘土，其包括插层部分，以提供有效的机制，用于将有机化合物吸引到邻近其它嵌入反应物的层间空间中。插层部分提供三个功能，即（a）支柱以产生足够的层间间隔以提供更大分子的通路，例如。多溴联苯和聚芳香烃，（b）类似极性有机化合物的亲有吸引力，和（c）有机基质可以永久性结合到粘土表面和支柱剂的反应环境。本发明还涉及用这种改性有机粘土处理土壤或其它物质以除去或结合有害有机分子的方法。

7. 再颁专利

USRE34576E Casting of structural walls 失效
标题翻译：结构墙铸造
公开(公告)号：USRE34576E
公开(公告)日：1994-04-05
申请号：US794362
申请日：1991-11-13
申请人： Paul Camilleri
发明人： Paul Camilleri
IPC分类号： E02D5/18 , E02D19/18 , E02F3/08 , E02F3/10 , E04G11/34 , E02D5/20
CPC分类号： E02D19/18 , E02D5/18 , E02F3/085 , E02F3/10 , E04G11/34
摘要： A machine (13) for the continuous casting of structural concrete walls (10) has a chassis (19) mounted on tracks (20). A telescopic boom (26) is mounted for buffing movement on a work platform (21) mounted for slewing movement relative to the chassis (19). A work head (30) has a work head unit (38) mounted for movement in three axes relative to the boom (26). The work head unit (38) has a continuous bucket excavator which digs a trench as the work head unit (38) is advanced and a continuous formwork (46) which supports the sides of the trench and defines the structural wall (10) which is cast as the work head unit (38) is advanced, pressurized concrete being supplied to the cavity defined by the formwork (46) by a pipe (14). Sensors on the work head (30) detect the beams from rotating laser and a fixed laser which defines the datum and line for the wall and the operation of the machine ( 13) is controlled by a computer which controls the orientation and advance of the work head unit (38) and the advance of the machine (13).
摘要翻译： PCT No.PCT / AU85 / 00050 Sec。 371日期：1985年11月12日 102（e）日期1985年11月12日PCT提交1985年3月12日PCT公布。公开号WO85 / 04210 1985年9月26日，一种用于连续铸造结构混凝土墙（10）的机器（13）具有安装在轨道（20）上的底盘（19）。安装伸缩臂（26）用于在安装成相对于底架（19）进行回转运动的工作平台（21）上的抛光运动。工作头（30）具有安装成相对于起重臂（26）在三个轴线上运动的工作头单元（38）。工作头单元（38）具有连续斗式挖掘机，其随着工作头单元（38）前进而挖掘沟槽，并且连续的模板（46）支撑沟槽的侧面并限定结构壁（10）当工作头单元（38）被推进时，加压混凝土通过管道（14）供给到由模板（46）限定的空腔。工作头（30）上的传感器检测来自旋转激光器的光束和定义墙壁的基准线和线的固定激光器，并且机器（13）的操作由控制工件的取向和工作的计算机控制头部单元（38）和机器（13）的前进。

8. 发明授权

US4943189A Method of contructing a vertical barrier wall in the ground, as well as apparatus for applying this method 失效
标题翻译：构造地面垂直隔墙的方法以及应用该方法的装置
公开(公告)号：US4943189A
公开(公告)日：1990-07-24
申请号：US347462
申请日：1989-05-04
申请人： Alexander J. Verstraeten
发明人： Alexander J. Verstraeten
IPC分类号： E02D17/13 , E02D19/18
CPC分类号： E02D17/13 , E02D19/18
摘要： A method of constructing a vertical barrier wall in the ground (1,3) wherein two spaced apart, deep wells (2) are excavated in the ground. The walls (2) are interconnected near the bottom thereof by a substantially horizontally extending canal (7). Subsequently, there are provided in the wells (2) and the canal (7) a looped, closed chain (11) carrying excavators (12). The two ends of the chain are interconnected above the ground level. The closed chain loop is then driven in a direction of circulation and moved simultaneously upwards. The soil material 1 present between the wells (2) is thus "sawn through", thereby forming a narrow trench (26),which is filled with a supporting fluid (4).
摘要翻译：在地面（1,3）中构造垂直阻挡壁的方法，其中在地面中挖出两个间隔开的深井（2）。壁（2）通过大致水平延伸的管（7）在其底部相互连接。随后，在井（2）和运河（7）中设置有承载挖掘机（12）的环形闭合链（11）。链的两端在地平面上相互连接。然后闭合的链环在循环方向上被驱动并同时向上移动。因此，存在于井（2）之间的土壤材料1“通过”锯切，从而形成填充有支撑流体（4）的窄沟槽（26）。

9. 发明授权

US4927297A Leak prevention structure, method and apparatus 失效
标题翻译：防漏结构，方法和装置
公开(公告)号：US4927297A
公开(公告)日：1990-05-22
申请号：US253238
申请日：1988-10-04
申请人： William Simpson
发明人： William Simpson
IPC分类号： E02D19/18
CPC分类号： E02D19/18
摘要： The invention relates to a barrier for soil structures. The barrier is formed by creating a trench in a soil structure extending from the soil surface to an impervious layer in the soil. The trench is lined with a sheet of impervious material, which may be a fabric carrying a substantially dehydrated sodium-bentonite clay. The trench is especially well-suited for installation around the perimeter of a waste site from which contaminated fluids may be emanating. The barrier and the method of forming the barrier allow a toxic waste site to be easily and completely isolated from adjacent groundwater systems.
摘要翻译：本发明涉及一种土壤结构的屏障。通过在从土壤表面延伸到土壤中不渗透层的土壤结构中形成沟槽形成屏障。沟槽衬有不透水材料片，其可以是携带基本脱水的钠 - 膨润土粘土的织物。沟槽特别适合安装在污染流体可能发生的废物场所的周边周围。屏障和形成屏障的方法允许有毒废物地点容易和完全地与相邻的地下水系统分离。

10. 发明授权

US4838980A Method and apparatus for introducing and joining diaphragms in slotted walls 失效
标题翻译：用于在开槽壁中引入和连接隔膜的方法和装置
公开(公告)号：US4838980A
公开(公告)日：1989-06-13
申请号：US37082
申请日：1987-04-10
申请人： Eberhard Glaser , Eberhard Beitinger , Manfred Nussbaumer
发明人： Eberhard Glaser , Eberhard Beitinger , Manfred Nussbaumer
IPC分类号： B29C65/00 , B29C65/20 , B29C65/34 , E02D5/18 , E02D5/20 , E02D19/18 , E02D29/16
CPC分类号： E02D29/16 , E02D19/185 , E02D5/18 , E02D5/20 , Y10T156/1788 , Y10T156/1798
摘要： A method and apparatus of introducing and joining diaphragms in slotted walls. The slotted inner connecting pipe of one diaphragm is introduced into the slotted outer connecting pipe of another diaphragm. An apparatus for fusing together the two connecting pipes is placed within the interior of the inner pipe and can move through the latter. The apparatus has a heating device for heating and fusing the two connecting pipes together.
摘要翻译：在开槽壁中引入和连接隔膜的方法和装置。一个隔膜的开槽内连接管被引入到另一隔膜的开槽外连接管中。用于将两个连接管熔接在一起的装置被放置在内管的内部并且可以移动通过内管。该装置具有用于将两个连接管加热和熔合在一起的加热装置。

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