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11. 发明授权

US4755080A Device for inserting a drainage wick into the ground 失效
标题翻译：将排水管插入地面的装置
公开(公告)号：US4755080A
公开(公告)日：1988-07-05
申请号：US933183
申请日：1986-11-21
申请人： Nico G. Cortlever , Nic G. Cortlever
发明人： Nico G. Cortlever , Nic G. Cortlever
IPC分类号： E02D3/10 , E02B11/00
CPC分类号： E02D3/103
摘要： In inserting a drainage wick into the ground, a tube containing the drainage wick is plunged into the ground with continuous downward driving force, whereafter the tube is withdrawn leaving the wick embedded in the ground.
摘要翻译：将排水芯插入地面时，将排水管的管子以连续向下的驱动力冲入地下，然后将管子取出，将芯吸入地面。

12. 发明授权

US3814184A Well-points for de-watering ground 失效
标题翻译：用于去水地面的井点
公开(公告)号：US3814184A
公开(公告)日：1974-06-04
申请号：US34845973
申请日：1973-04-05
申请人： SYKES LTD HENRY
发明人： ALLEN R , POTTER E
IPC分类号： E02D3/10 , E02D19/10 , E03B3/18 , E21B7/18 , E21B7/20 , E21B43/08
CPC分类号： E21B7/18 , E02D3/103 , E02D19/10 , E03B3/18 , E21B7/20 , E21B43/084
摘要： A disposable wellpoint for dewatering ground comprises a body of spirally-corrugated perforated tubing formed of plastics material and covered by a filter sleeve of nylon fabric, and a suction pipe of spirally corrugated tubing enters the top end of the body. The body, the sleeve, and the suction pipe can be severed as lengths from supply reels on site, and the assembled wellpoints can be introduced into the ground in a tubular casing provided with water lances.
摘要翻译：用于脱水地面的一次性井点包括由塑料材料形成并被尼龙织物的过滤套筒覆盖的螺旋状波纹多孔管体，并且螺旋状波纹管的吸入管进入主体的顶端。主体，套筒和吸入管可以从现场的供应卷轴切断，并且组装的井点可以在设有水枪的管状套管中引入地面。

13. 发明授权

US3793844A System for increasing the load-bearing capacity of soil 失效
标题翻译：增加土体承载能力的系统
公开(公告)号：US3793844A
公开(公告)日：1974-02-26
申请号：US3793844D
申请日：1972-08-14
申请人： BOLT ASSOCIATES INC
发明人： CHELMINSKI S
IPC分类号： E02D3/10 , E02D5/38 , E02D5/44 , E02D15/04 , E02D7/20
CPC分类号： E02D15/04 , E02D3/103 , E02D3/106 , E02D5/385 , E02D5/44
摘要： Process and system for increasing the load-bearing capacity of soil by producing load-bearing columns formed of densely compacted granular material, such as sand or gravel or of concrete. For producing each column, the granular material or concrete is fed down through a hollow member, and an air gun supported at the lower end of a pipe assembly extending down coaxially through the hollow member is actuated to produce powerful impulses to impel the soil outwardly away from the lower end of the hollow member to compact the soil and then to impel the granular material or concrete outwardly to distribute it into the resulting cavity formed in the compacted soil. When sufficient material has been distributed and compaced by the powerful impulses from the air gun, the hollow member and pipe assembly are withdrawn an increment of distance, and then the steps are repeated to distribute and compact more of the desired material at a level above the first deposit, and so forth, to create a column of such material. If desired to create an encased concrete column, the pipe assembly is withdrawn from the interior of the hollow member, which is then filled with concrete. To facilitate the initial insertion of the hollow member into the soil, water is jetted down through it while the air gun is actuated producing powerful impulses to impel the soil away from the lower end, and to compact the soil cylindrically about the descending member to enhance lateral support. A novel air gun energy source is adapted to be operated while embedded in soil, poured concrete, sand, grit, and similar hostile environments. Columns of more coarsely granular material can be produced in the soil to enable ground water to percolate up, the ground water being released by intense, repeated air gun impulses.
摘要翻译：通过生产由致密压实的颗粒材料（例如沙子或砾石或混凝土）形成的承重柱来增加土壤的承载能力的过程和系统。为了生产每个柱，粒状材料或混凝土通过中空构件被向下馈送，并且支撑在同轴地延伸穿过中空构件的管组件的下端处的气枪被致动以产生强大的脉冲以将土壤向外推开从中空构件的下端压紧土壤，然后向外推动颗粒状材料或混凝土，将其分配到形成在压实土壤中的所形成的空腔中。当足够的材料已经通过来自气枪的强力脉冲分配和补充时，中空构件和管道组件被撤回了距离的增量，然后重复步骤以将更多的所需材料分配并压缩在高于首次存款等等，以创建一列这样的材料。如果需要创建一个包住的混凝土柱，管道组件从空心构件的内部抽出，然后填充混凝土。为了便于将中空构件初始插入土壤中，当气枪被致动时，水被向下喷射，产生强大的脉冲以推动土壤远离下端，并且围绕下降的构件压缩圆柱形的土壤以增强横向支持。一种新型的气枪能量源适用于嵌入土壤，浇注混凝土，沙粒，砂砾和类似的恶劣环境中。可以在土壤中产生更粗糙的颗粒材料的柱，以使地下水渗透，地下水被强烈的，重复的气枪冲击释放。

14. 发明授权

US3778876A Method of making well-points for de-watering ground 失效
标题翻译：制造防水地坪的方法
公开(公告)号：US3778876A
公开(公告)日：1973-12-18
申请号：US3778876D
申请日：1973-01-03
申请人： SYKES LTD HENRY
发明人： ALLEN R , POTTER E
IPC分类号： E02D3/10 , E02D19/10 , E03B3/18 , E21B7/18 , E21B7/20 , E21B43/08 , B23P15/16
CPC分类号： E02D19/10 , E02D3/103 , E03B3/18 , E21B7/18 , E21B7/20 , E21B43/084 , Y10T29/49604 , Y10T29/49789 , Y10T29/49826
摘要： A disposable wellpoint for dewatering ground comprises a body of spirally-corrugated perforated tubing formed of plastics material and covered by a filter sleeve of nylon fabric, and a suction pipe of spirally corrugated tubing enters the top end of the body. The body, the sleeve, and the suction pipe can be severed as lengths from supply reels on site, and the assembled wellpoints can be introduced into the ground in a tubular casing provided with water lances.
摘要翻译：用于脱水地面的一次性井点包括由塑料材料形成并被尼龙织物的过滤套筒覆盖的螺旋状波纹多孔管体，并且螺旋状波纹管的吸入管进入主体的顶端。主体，套筒和吸入管可以从现场的供应卷轴切断，并且组装的井点可以在设有水枪的管状套管中引入地面。

15. 发明申请

US20090196691A1 DRAIN BOARD INSTALLING DEVICE WITHOUT ANCHOR PLATE 失效
标题翻译：排水板安装没有固定板的设备
公开(公告)号：US20090196691A1
公开(公告)日：2009-08-06
申请号：US12335455
申请日：2008-12-15
申请人： Gan-Joo KIM , Gyo-Byum Jin , Jae-Ok Lee , Dae-Gwang Yoon
发明人： Gan-Joo KIM , Gyo-Byum Jin , Jae-Ok Lee , Dae-Gwang Yoon
IPC分类号： E02B11/00
CPC分类号： E02D3/103
摘要： A drain board installing device without an anchor plate is disclosed. A drain board temporary clamp device 146 comprises a protrusion body 321 provided at the center part of an inner wall of the through hole below the drain casing; a plate shaped arm 333 provided with a slit to allow the arm to ascend and descend at a predetermined length along a longitudinal direction of the drain casing within the through hole of the drain casing under the guide of the protrusion; and a T shaped rod 335 fixed to a lower part of the plate shaped arm, wherein, when the plate shaped arm 333 and the T shaped rod 335 descend toward the lower end of the drain casing within the maximum range by means of their load, a lower end part 333a of the plate shaped arm descends to the part where a lower end part 204a of the drain casing is located, and when the plate shaped arm 333 and the T shaped rod 335 move toward the upper end of the drain casing within the maximum range by means of their load, a T shaped end part 335a of the rod is caught in a slit 154 formed in the lower end part of the drain casing.
摘要翻译：公开了一种没有锚板的排水板安装装置。排水板临时夹紧装置146包括：突出体321，其设置在排水壳体下方的通孔的内壁的中心部; 设置有狭缝的板状臂333，用于允许臂在突出部的引导件的排水壳体的通孔内沿着排水壳体的纵向方向以预定长度上升和下降; 以及固定在板状臂的下部的T字型杆335，其中，当板状臂333和T形杆335借助于其负载在最大范围内朝向排水套筒的下端下降时，板状臂的下端部333a下降到排水壳体的下端部204a所在的部分，当板状臂333和T形杆335朝向排水壳体的上端移动时，通过其负载的最大范围，杆的T形端部335a被卡在形成在排水壳体的下端部的狭缝154中。

16. 发明授权

US06612778B1 System and method for preventing bluff erosion 有权
标题翻译：防止虚张声势侵蚀的系统和方法
公开(公告)号：US06612778B1
公开(公告)日：2003-09-02
申请号：US10136078
申请日：2002-05-01
申请人： Gary A. Jackson
发明人： Gary A. Jackson
IPC分类号： E02B1100
CPC分类号： E02D17/20 , E02D3/103 , Y02A10/24
摘要： A system is provided for preventing erosion of a bluff or hillside having a face extending between a toe at a bottom thereof and a crest at a top surface thereof, and a failure shear plane. The bluff or hillside is subject to excess water accumulation contributing to land mass degradation. The invention is improved by at least one horizontal wick drain positioned behind the failure shear plane in a water saturated zone substantially parallel to the crest of the bluff or hillside for the purpose of controlling drainage of the excess water accumulation. The horizontal wick drain is installed from the top surface of the bluff or hillside so as not to impair the structural integrity and cause land mass degradation of the face thereof.
摘要翻译：提供一种系统，用于防止具有在其底部的趾部和其顶部表面之间延伸的面的虚张声势或山坡的侵蚀以及失效剪切平面。虚张声势或山坡受到过度积水，导致土地质量退化。本发明通过位于基本上平行于虚张声势或山坡顶部的水饱和区域中的故障剪切平面后面的至少一个水平排水芯排水来改善，目的是控制多余水分积聚的排水。从虚张声势或山坡的顶面安装水平排水芯，以免损害其结构完整性，并导致其表面的土地质量下降。

17. 发明授权

US4745979A Method and apparatus for driving drain board 失效
标题翻译：驱动排水板的方法和装置
公开(公告)号：US4745979A
公开(公告)日：1988-05-24
申请号：US828779
申请日：1986-02-12
申请人： Tatsuo Morimoto
发明人： Tatsuo Morimoto
IPC分类号： E02D3/10 , E02B11/00
CPC分类号： E02D3/103
摘要： This invention relates to a method and apparatus for simultaneously driving a plurality of drain boards, radially aligned about a common center, to stabilize and improve terrestrial and submarine foundation soils and submarine soils. This method, using standard width drain boards, can cover a wide absorption and drain area with a relatively small number of drain board driving operations.
摘要翻译：本发明涉及一种用于同时驱动多个排水板的方法和装置，其围绕公共中心径向对准，以稳定和改善陆地和潜艇基础土壤和海底土壤。使用标准宽度排水板的这种方法可以以较少数量的排水板驱动操作来覆盖宽的吸收和排出区域。

18. 发明授权

US4455105A Procedure and means for creating a vertical drain 失效
标题翻译：创建垂直排水的程序和方法
公开(公告)号：US4455105A
公开(公告)日：1984-06-19
申请号：US346053
申请日：1982-01-20
申请人： Mauno O. Juhola
发明人： Mauno O. Juhola
IPC分类号： E02B11/00 , E02D3/10
CPC分类号： E02D3/103 , E02B11/00 , Y10T83/739 , Y10T83/8858
摘要： A procedure for creating a vertical drain by pushing into the ground an insertion tube (7) housing within itself a so-called prefabricated drain (9), by pulling out the insertion tube and cutting off the prefabricated drain. The prefabricated drain is cut off with a cross-cutting means located within the insertion tube (7) at such height, or in such a layer as for instance a sand stratum (3) which accepts the water conveyed by the prefabricated drain.
摘要翻译： PCT No.PCT / FI81 / 00035 Sec。 371日期1982年1月20日 102（e）1982年10月20日日期PCT提交1981年5月21日PCT公布。公开号WO81 / 03354 日期：1981年11月26日。一种用于通过将插入管拉出并切断预制排水管（9），将其内部容纳所谓的预制排水管（9）的插入管（7）推入地面来产生垂直排水。在这样的高度处或在例如接受由预制排水口输送的水的砂层（3）的层中切割具有位于插入管（7）内的横切装置的预制排水管。

19. 发明授权

US4428699A Procedure and means for providing a vertical drain in the bottom of a water body 失效
标题翻译：在水体底部提供垂直排水的程序和方法
公开(公告)号：US4428699A
公开(公告)日：1984-01-31
申请号：US447931
申请日：1982-12-08
申请人： Mauno O. Juhola
发明人： Mauno O. Juhola
IPC分类号： E02D3/10 , E21B19/00
CPC分类号： E02D3/103
摘要： Procedure and means for making a vertical drain in the bottom of a water body, e.g. a sea or lake, from a raft on the surface of the water body. A conveying member, carried by the raft movably in vertical direction, is brought to be close to the bottom of the water body. A push tube, carried by the conveying member movably in vertical direction, is pushed into the soil layer on the bottom of the water body to desired depth, whereby the push tube carries along the prefabricated drain, provided with an anchor on its lower end, located therewith in. Thereafter, the push tube is pulled up, the strip drain remaining in its place in the soil layer by the aid of the anchor. The aim of the invention is to reduce the consumption of prefabricated drain material, to reduce the time consumed in the operation and to reduce energy consumption. The invention teaches to pull the push tube up above the lower end of the conveying member. Another anchor is affixed to the prefabricated drain by the aid of an affixing means, located on the lower end of the conveying member.
摘要翻译：在水体底部进行垂直排水的方法和方法，例如海水或湖泊，从水体表面的木筏。由垂直方向移动的筏承载的输送构件靠近水体的底部。由输送构件在垂直方向可移动地承载的推动管被推入水体底部的土层中以达到期望的深度，由此推管沿着预制排水管运送，在其下端设有锚固件，此后，推动管被拉起，借助于锚杆，带状排水管保持在其位于土壤层中的位置。本发明的目的是减少预制排水材料的消耗，减少操作所消耗的时间并降低能耗。本发明教导了将推管拉到输送构件的下端上方。借助于位于输送构件的下端上的固定装置将另一锚固件固定在预制排水口上。

20. 发明授权

US3928979A Flexible sand drain formed in a casing 失效
标题翻译：柔性沙漏形成在套管中
公开(公告)号：US3928979A
公开(公告)日：1975-12-30
申请号：US52923174
申请日：1974-12-03
申请人： CHIYODA CHEM ENG CONSTRUCT CO
发明人： TERASHIMA OSAMU , OKABAYASHI IKUO
IPC分类号： E02B11/00 , E02D3/10 , E02D5/40
CPC分类号： E02D3/08 , E02B11/00 , E02D3/103
摘要： A flexible sand drain formed in a casing driven into so poor a subsoil that holes cannot be formed therein by an auger comprises a sand pillar, a protector for holding the sand pillar, and a pair of lugs disposed diametrically opposite each other and extending outward from the outer periphery of the protector along the full length of the protector. The protector is made of a plain woven fabric formed by interlacing, at right angles with each other, warps and wefts constituted of monofilaments having a fineness of 300 to 500 denier, so as to leave interfilament meshes large enough to allow sand to be flowed out therethrough. When packed with sand, the protector has a diameter of 5 to 15 cm. The protector has a lengthwise tensile strength of 80 to 120 kg and crosswise tensile strength of 60 to 80 kg per 5 cm width of the protector as measured when it is flattened. The lugs serve to prevent the protector from being twisted when the protector is lowered into the casing. During the withdrawal of the casing the protector packed with sand is prevented from being broken or pulled back by the casing since sand passed through the interfilament meshes of the protector is accumulated in a clearance defined between the casing and the protector to serve as a lubricant. As a result, a sand drain is assuredly formed down to a predetermined depth. The sand drain can be sufficiently flexed according to the movement of the surrounding poor subsoil caused by external forces.
摘要翻译：在被驱动到如此差的底土中的柔性沙漏中，其中不能通过螺旋钻在其中形成孔，包括砂柱，用于保持砂柱的保护器和一对彼此径向相对延伸并从保护器的外周沿保护器的全长。保护器由平纹编织物制成，通过交织成直角，由具有300至500旦尼尔细度的单丝构成的经纱和纬纱形成，以便留下足够大的足够的网格以允许沙子流出通过。当用沙子包装时，保护器的直径为5至15厘米。保护器的长度拉伸强度为80至120kg，横向拉伸强度为60至80kg / 5cm宽度的保护器，当其被压平时测量。当保护器下降到壳体中时，凸耳用于防止保护器扭曲。在壳体抽出期间，防止了包装有沙子的保护器被壳体破坏或拉回，因为穿过保护器的丝网的砂通过在壳体和保护器之间限定的间隙中积聚以用作润滑剂。结果，可靠地形成排水到预定的深度。根据由外力引起的周围的不良底土的运动，可以使排水沟充分弯曲。

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