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71. 发明授权

KR100991208B1 개량된 흙막이 가시설용 프리스트레스 강재띠장 및 이의 시공방법 有权
标题翻译：用于接地保护的预制复合材料及其构造技术
公开(公告)号：KR100991208B1
公开(公告)日：2010-11-01
申请号：KR1020100066700
申请日：2010-07-12
申请人： 노윤근 , 박근화 , 노경범
发明人： 노윤근 , 박근화 , 노경범
IPC分类号： E02D17/04 , E02D17/08
CPC分类号： E02D17/04 , E02D19/06 , E02D19/12 , E02D17/08 , E02D2220/00 , E02D2250/0046 , E02D2300/0029
摘要： PURPOSE: An improved prestressed steel wale for a temporary retaining wall and a construction method thereof are provided to improve construction performance and safety by preventing a PS steel support from buckling. CONSTITUTION: A construction method of an improved prestressed steel wale for a temporary retaining wall is as follows. PS steel materials(300) are tensed in L-shaped PS anchor brackets(200) of a prestressed steel wale(W), and prestress force is applied to the PS steel materials. Or, prestress force is applied to the PS steel materials by displacing a movable bracket of a PS steel support(400) using a hydraulic jack. The PS steel support is composed of a fixed bracket and the movable bracket.
摘要翻译：目的：提供一种用于临时挡土墙的改进的预应力钢条和其施工方法，以通过防止PS钢支架屈曲来提高施工性能和安全性。构成：用于临时挡土墙的改进的预应力钢筋的施工方法如下。 PS钢材（300）在预应力钢丝（W）的L形PS锚固支架（200）中张紧，并且对PS钢材料施加预应力。或者，通过使用液压千斤顶移动PS钢支架（400）的可移动支架，将预应力施加到PS钢材料上。 PS钢支架由固定支架和可移动支架组成。

72. 发明授权

EP1315584B1 GAS MOVEMENT APPARATUS 有权
标题翻译：安排运动气体
公开(公告)号：EP1315584B1
公开(公告)日：2009-02-25
申请号：EP01963270.2
申请日：2001-09-07
申请人： Permavoid Limited
发明人： SHUTTLEWORTH, Andrew, Bryan
IPC分类号： B09B1/00 , B09C1/00 , E02D3/10 , E02D7/30
CPC分类号： B09B1/006 , B09B1/00 , B09C1/005 , E02D3/10 , E02D19/12 , E02D31/00 , E02D2300/001 , E02D2300/0076 , E02D2450/105
摘要： Apparatus (10) suitable for venting and dispensing gas from an area of ground. The apparatus (10) comprising a passage arrangement (14) locatable in the ground extending generally horizontally and formed from a plurality of self-supporting open units (16). One or more columns (22) extends downwardly from the passage (14), the columns (22) being formed of a core material (24) having an open permeable structure. The or each column (22) has a fluid permable exterior, and is in communication with the passage (14).

73. 发明授权

EP1342852B1 Verfahren zum Abstützen und Abdichten von Erdreich 有权
标题翻译： Verfahren zumAbstützenund Abdichten von Erdreich
公开(公告)号：EP1342852B1
公开(公告)日：2004-11-03
申请号：EP02004994.6
申请日：2002-03-06
申请人： BVV Spezialtiefbautechnik Vertriebs GmbH
发明人： Hudelmaier, Klaus, Dipl.-Ing. (FH)
IPC分类号： E02D7/24 , E02D19/12
CPC分类号： E02D19/12 , E02D7/24 , E02D19/16

74. 发明公开

EP1315584A1 FLUID MOVEMENT APPARATUS 有权
标题翻译：安排运动气体
公开(公告)号：EP1315584A1
公开(公告)日：2003-06-04
申请号：EP01963270.2
申请日：2001-09-07
申请人： Permavoid Limited
发明人： SHUTTLEWORTH, Andrew, Bryan
IPC分类号： B09B1/00 , B09C1/00 , E02D3/10 , E02D7/30
CPC分类号： B09B1/006 , B09B1/00 , B09C1/005 , E02D3/10 , E02D19/12 , E02D31/00 , E02D2300/001 , E02D2300/0076 , E02D2450/105
摘要： Apparatus (10) suitable for venting and dispensing gas from an area of ground. The apparatus (10) comprising a passage arrangement (14) locatable in the ground extending generally horizontally and formed from a plurality of self-supporting open units (16). One or more columns (22) extends downwardly from the passage (14), the columns (22) being formed of a core material (24) having an open permeable structure. The or each column (22) has a fluid permable exterior, and is in communication with the passage (14).

75. 发明授权

EP0795061B1 DISPOSITIF DE MUR DRAINANT IMPLANTE DANS UN SOL 失效
标题翻译：设备土壤排水墙
公开(公告)号：EP0795061B1
公开(公告)日：2000-04-19
申请号：EP96930210.8
申请日：1996-09-04
申请人： COMMISSARIAT A L'ENERGIE ATOMIQUE
发明人： RICHARD, Serge , CHAUDON, Luc , OLLAGNIER, Marc , FARGIER, Eric , GAZAL, Louis-Paul , USSEGLIO-POLATERA, Jean-Marc , BOISSON, Marc
IPC分类号： E02D31/02 , E02D19/12 , E02B11/00
CPC分类号： E02B11/00 , E02D19/12 , E02D31/02
摘要： A drainage wall device prevents an underground flow of water from penetrating in a ground or underground area (11) and essentially comprises drainage wells (6) connected at their ends to each other by a counter-balancing drainage gallery (8). The assembly is installed opposite the underground flow of water (10) and an axial drainage gallery (13) is added to direct the collected flow downstream of the area to be protected or of another system for hydraulically removing the water from said wall. The distance between each drainage well (6) can be relatively large. The invention is useful for protecting municipal grounds from pollution, for insulating building foundations and for storing nuclear waste in vertical storage wells.

76. 发明公开

EP0979900A1 Dichtwandkammersystem 有权
公开(公告)号：EP0979900A1
公开(公告)日：2000-02-16
申请号：EP99115564.9
申请日：1999-08-06
申请人： Bilfinger + Berger Bauaktiengesellschaft
发明人： Wisinger, Falk , Völkner, Reinhold
IPC分类号： E02D19/12 , E02D19/18 , B09C1/00
CPC分类号： E02D19/12 , B09C1/002 , E02D19/18
摘要： Vorgeschlagen wird ein Verfahren zur Herstellung einer hydraulischen Verbindung von Dichtwandkammern eines Dichtwandkammersystems bestehend aus parallel zueinander verlaufenden Dichtwänden und Querschotts, die in Abständen zwischen den Dichtwänden angeordnet sind. Erfindungsgemäß wird dazu zunächst eine Bohrung in das Querschott (11) abgeteuft und danach ein Hydroventil (5) in die Bohrung eingebaut.
摘要翻译：首先，在构成液压阀（1）的十字舱壁（11）中沉入孔（10）。然后，在腔室系统的密封壁中沉入孔，并且在其中安装液压调节阀。制造一个孔，其中管（2）安装有与其焊接的室叶片（3）。管设置有一个或多个叠加的间隔开的过滤器部分（4）。

77. 发明公开

EP0882845A1 Partition structure having a screen 失效
标题翻译：离婚壁与水可渗透的表面
公开(公告)号：EP0882845A1
公开(公告)日：1998-12-09
申请号：EP97108880.2
申请日：1997-06-03
申请人： Nagaoka, Tadayoshi
发明人： Nagaoka, Tadayoshi , Nakamura, Takuzo, c/o Nakamura Bussan Yugen K.
IPC分类号： E02D3/10 , E02D19/12
CPC分类号： E02D3/10 , E02D19/12 , E02D19/18
摘要： A partition structure having a screen includes a pair of main wall members (2, 2') disposed in parallel to each other with a predetermined interval, a pair of side wall members (3, 3') connected at end portions thereof to the end portions of the pair of main wall members (2, 2') to connect said main wall members to each other and provide a partition space (4) defined by said main wall members (2, 2') and said side wall members (3, 3'), and one or more spacer members (9) disposed in said partition space (4) and fixed to said main wall members (2, 2') to hold the main wall members (2, 2') in positon. At least a part of at least one of the main wall members (2, 2') and the spacer members (9) being a screen (5). The partition structure may further include a top member and a bottom member closing the partition space, and a communicating tube communicating with the partition space through the top plate.

78. 发明公开

EP0121808A2 Isolierung von Schadstoffen in Bodenschichten 失效
标题翻译：在土层污染物的分离。
公开(公告)号：EP0121808A2
公开(公告)日：1984-10-17
申请号：EP84102726.1
申请日：1984-03-13
申请人： HÜLS AKTIENGESELLSCHAFT
发明人： Burkhardt, Rudolf, Dr. , Hass, Hansjürgen, Dr.
IPC分类号： E02D19/12 , C09K17/00
CPC分类号： C09K17/42 , E02D19/12 , Y10S422/90
摘要： Flüssige oder wasserlösliche Schadstoffe, die in wasserdurchlässige Bodenschichten gelangt sind, werden an der Ausbreitung und Grundwasserverunreinigung gehindert, indem der Schadensbereich durch vertikale Abdichtungen allseitig umschlossen und nach unten durch eine horizontale Injektionssohle abgeschlossen wird, die nicht nur gegen Wasser, sondern auch gegen die vorhandenen Schadstoffe abdichtet. Die Schadstoffresistenz der Sohle wird durch Verwendung von Injektionsmitteln auf Silicatbasis erreicht, die Trialkoxysilane der allgemeinen Formel R-Si(OR') 3 enthalten.
摘要翻译：液体或水溶性污染物，所述污染物已经进入可渗透土壤层从由垂直密封封闭在所有侧面上的损害面积扩展和地下水污染预防和在底部由现有不仅水而且针对污染物的水平注射鞋底关闭密封。鞋底的污染物电阻是通过使用注射的基于硅酸盐来实现，所述通式的三烷氧基硅烷包括R-的Si（OR“）3

79. 发明授权

US09938684B1 Guide assembly for guiding a casing used in forming a sheathing wall in a ground and a method for forming a sheathing wall in a ground using the same 有权
公开(公告)号：US09938684B1
公开(公告)日：2018-04-10
申请号：US15640584
申请日：2017-07-03
申请人： Han Ju Kang
发明人： Han Ju Kang
IPC分类号： E02D19/12 , E02D17/08 , E02D31/02
CPC分类号： E02D17/08 , E02D19/12 , E02D31/02
摘要： There is provided a guide assembly for guiding a cylindrical casing used in forming a sheathing wall in a ground. The guide assembly includes: a first guide-body having first inner and outer vertical faces and first top and bottom horizontal faces extending in a length-direction thereof; a second guide-body having second inner and outer vertical faces and top and bottom horizontal faces extending in a length-direction thereof, wherein the second inner face faces away the first inner face; at least one first coupling unit configured to couple the first and second guide-bodies to each other at the first and second top faces thereof; and at least one second coupling unit configured to couple the first and second guide-bodies to each other at lower positions of the first and second inner faces thereof.

80. 发明授权

US09080300B2 Polymer grouting method for constructing ultra-thin anti-seepage wall 有权
标题翻译：建立超薄防渗墙的聚合物灌浆方法
公开(公告)号：US09080300B2
公开(公告)日：2015-07-14
申请号：US13866025
申请日：2013-04-19
申请人： Henan Polytech Infrastructure Rehabilitation LTD.
发明人： Fuming Wang , Mingsheng Shi , Wenting Liu , Yanhui Zhong , Xiaoliang Wang
IPC分类号： E02D3/00 , E02D19/18 , E02D15/04 , E02D19/12 , E02D19/16
CPC分类号： E02D3/00 , E02D15/04 , E02D19/12 , E02D19/16 , E02D19/18
摘要： A polymer grouting method for constructing an ultra-thin anti-seepage wall meeting requirements of anti-seepage designs of dams, includes the following steps of: forming continuous slots on a body of the dam and the foundation which need seepage-proofing and reinforcing; and injecting two-component expansive polymer grouting materials to the slots through grouting pipes, a volume rapidly expands after the polymer grouting materials reacts and the slots are filled to form a polymer ultra-thin body, the polymer ultra-thin bodies which are adjacent are cemented together to form a continuous, uniform, and regular cementing ultra-thin polymer anti-seepage wall; this invention is different from the conventional anti-seepage wall technology whatever through the material, the mechanism or the construction methods, which has the advantages such as speediness, ultra-thinness, minimally invasive, lightness, high toughness, economy, and durability, applied in reinforcement projects of a number of the dams and dikes.
摘要翻译：一种满足坝体防渗设计要求的超薄防渗墙的聚合物灌浆方法，包括以下步骤：在坝体和基础上形成连续槽，需要防渗和加固; 并通过灌浆管将双组分膨胀聚合物灌浆材料注入槽中，在聚合物灌浆材料反应后，容积迅速膨胀，填充槽形成聚合物超薄体，邻近的聚合物超薄体为粘结在一起形成连续，均匀，规则的固井超薄聚合物防渗墙; 本发明不同于传统的防渗墙技术，无论通过材料，机理或施工方法，具有快速，超薄，微创，轻便，高韧性，经济性和耐用性等优点，应用于在一些水坝和堤坝的加固项目中。

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