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1. 发明公开

EP0216751A3 In situ method for making impervious or sealing or decontaminating old disposals, i.e. consolidated waste disposals, so-called old deposits, and contaminated sites 失效
标题翻译：用于制造不正确或密封或去除旧处理的现场方法，I.E. 综合废物处置，被征收的旧沉积物和污染场地
公开(公告)号：EP0216751A3
公开(公告)日：1987-12-02
申请号：EP86890259
申请日：1986-09-19
申请人： ÖMV Aktiengesellschaft
发明人： Hippmann, Franz, Dipl.-Ing.
IPC分类号： E02D31/00 , E02D03/12 , B09B01/00
CPC分类号： E02D31/006 , B09B1/00 , B09C1/08 , E02D3/12
摘要： Gegenstand der Erfindung ist ein Verfahren zur nachträg lichen in-situ-Abdichtung bzw. Nachdichtung bzw. Sanierung von Altdeponien, sog. Altlasten und kontaminierten Standor ten. Aufgabe der Erfindung ist die nachträgliche Abdichtung bzw. Sanierung solcher alter Müll- u.dgl. -Deponien, wobei insbesondere das Austreten von Sickerwässern, Sickergasen u.dgl., aus solchen Altlasten und kontaminierten Standorten minimiert bis ganz verhindert und damit Gefährdungen von Grundwässern, Oberflächenwässern und angrenzenden Grundstücken unterbunden werden sollen. Dies wird erfindungsgemäß dadurch erreicht, daß zunächst mittels an sich bekannter Methoden, vorzugsweise geoelektrischer Meßmethoden, die Gestalt, dh Form und Tiefe, der Deponiesohle (1) und der Böschungsbereiche (1a) festgestellt wird, daß daraufhin Rohre (3) mit Öffnungen nahe bzw. an ihrem unteren Ende bzw. im unteren Bereich perforier te Rohre, über die Deponiefläche verteilt bis zu dieser Deponiesohle (1) und diesen Böschungsbereichen (1a) eingebracht werden und daß schließlich durch diese Rohre (3) Dichtmassen (4) zur Bildung einer dichten Wanne in die Sohlen- und Böschungsbereiche des Deponiekörpers (2) eingebracht werden.

2. 发明公开

EP0081620A3 Grout injection method and apparatus 有权
标题翻译： GROUT注射方法和装置
公开(公告)号：EP0081620A3
公开(公告)日：1983-07-20
申请号：EP82100809
申请日：1982-02-04
申请人： NIHON Soil Engineering Co. Ltd. , NIHON Sogo-Bosui Co. Ltd. , YAMAGUCHI Kikai Kogyo Co. Ltd.
发明人： Tokoro, Takehiko , Kashima, Shoichi , Murata, Mineo c/o Yamaguchi Kikai Kogyo Co. Ltd.
IPC分类号： E02D03/12
CPC分类号： E02D3/12
摘要： A grout injection method and apparatus, characterized in that a grout comprised of two liquids and curable when the two liquids are combined are supplied, in a grout injection operation, to an injection pump, introduced through separate passages formed concentrically in the pipe, respectively, into an annular chamber formed within the pipe, and uniformly combined, contacted and mixed with each other in the annular mixing chamber before injection into the soil. The passages of the liquids communicating with the annular mixing chamber are blocked when the grout injection is not carried out.

3. 发明公开

EP0257382A3 Method for stabilizing the soil 失效
标题翻译：用于稳定土壤的方法
公开(公告)号：EP0257382A3
公开(公告)日：1988-10-12
申请号：EP87111297
申请日：1987-08-05
申请人： Claus, Hermann
发明人： Claus, Hermann
IPC分类号： E02D03/12 , E02D17/20 , E02D29/02
CPC分类号： E02D17/20 , E02D3/12 , E02D29/0266

4. 发明公开

EP0236560A3 Grout impregnation method 有权
标题翻译：灌浆浸渍法
公开(公告)号：EP0236560A3
公开(公告)日：1987-10-14
申请号：EP86116563
申请日：1986-11-28
申请人： NITTO CHEMICAL INDUSTRY CO., LTD. , NIHON Soil Engineering Co. Ltd. , YAMAGUCHI Kikai Kogyo Co. Ltd. , NIHON Sogo-Bosui Co. Ltd.
发明人： Tazawa, Shunsuke , Takeuchi, Kenji , Horiba, Akiyoshi , Ishida, Mitsuji , Kashima, Shouichi , Murata, Mineo c/o YAMAGUCHI KIKAI KOGYO Co. Ltd.
IPC分类号： E02D03/12
CPC分类号： E02D3/12
摘要： An improved grout impregnation method which uses an injection tube for contacting and mixing different kinds of materials supplied thereinto separately to prepare a grout and impregnates the grout into the earth through an injecting opening provided at a tip end of the tube. In this method, a first pressure-holding valve is provided"within a higher-pressure path for one of the materials which is supplied under a higher pressure, a mixing section is provided downstream the first pressure-holding valve but in the vicinity thereof for contacting and mixing said one of the materials with another one which is supplied under a lower pressure, and a second pressure-holding valve is provided downstream the mixing section; said one of the materials is passed through the first pressure-holding valve, which reduces the pressure of said one of the materials, and then contacted and mixed with said another one at the mixing section; the contacting and mixing is carried out under a pressure exceeding an atmospheric pressure and determined by the second pressure-holding valve; and the grout resulting from the contacting and mixing and passed through the second pressure-holding valve is impregnated into the earth through the injection opening.
摘要翻译：一种改进的灌浆灌注方法，其使用注入管将分别供入其中的不同种类的材料分开接触和混合以制备灌浆并通过设置在管的尖端处的灌注开口将灌浆灌入地中。在这种方法中，第一压力保持阀设置在“在较高压力下供应的材料中的一种材料的较高压力路径内，混合部分设置在第一压力保持阀下游但在其附近使所述一种材料与另一种在较低压力下供应的材料接触并混合，并且在混合段下游提供第二压力保持阀;所述材料中的所述一种穿过第一压力保持阀，所述一种材料的压力，然后在所述混合部分与所述另一种材料接触并混合;所述接触和混合在超过大气压的压力下进行并由所述第二压力保持阀确定;并且所述水泥浆由于接触和混合而产生并通过第二压力保持阀的压力通过注入口渗入地中。

5. 发明公开

EP0286234A3 Liquid chemical grouting apparatus and valve switching arrangement in conduit system for supplying liquid chemicals to the apparatus 失效
标题翻译：用于向液体化学品供应的管道系统中的液体化学设备和阀门开关装置
公开(公告)号：EP0286234A3
公开(公告)日：1988-11-30
申请号：EP88301963
申请日：1988-03-07
申请人： Chida, Shouhei , NITTOC CONSTRUCTION CO.LTD. , OSAKA BOUSUI CONSTRUCTION CO., LTD. , KASHIYAMA KOGYO CO.LTD.
发明人： Chida, Shouhei , Yamamoto, Naoki , Miyazaki, Yasuo , sato, Yasunori
IPC分类号： E02D03/12
CPC分类号： E02D3/12 , E02D3/126
摘要： A grouting rod 1 is formed with a first channel 2, a second channel (or channels) 3 surrounding the first channel and a third channel 6 which is normally in communication with the first channel. A piston valve 10 is vertically movable received in an upper portion of the third channel. When the piston valve is raised, upper lateral communication holes 7 and upper discharge holes 9 which are formed in the upper peripheral wall of the third channel are closed by the piston valve and concurrently the second channels are permitted to communicate with a lower portion of the third channel through lower lateral communication holes 8 also formed in the upper peripheral wall of the third channel. When the piston valve is lowered, the upper lateral communication holes and upper discharge holes are opened and concurrently the second channel (or channels) is prevented from communicating with the lower portion of the third channel through the lower lateral communication holes. The grouting rod has a boring cutter 4 at its lower end.
摘要翻译：灌浆杆1形成有第一通道2，围绕第一通道的第二通道（或通道）3和通常与第一通道连通的第三通道6。活塞阀10在第三通道的上部可垂直移动。当活塞阀升高时，形成在第三通道的上周壁上的上横向连通孔7和上排气孔9被活塞阀关闭，并且允许第二通道与第三通道的下部连通第三通道通过也形成在第三通道的上周壁中的下横向连通孔8。当活塞阀下降时，上部横向连通孔和上部排放孔打开，并且同时第二通道（或通道）被阻止通过下部横向连通孔与第三通道的下部连通。灌浆杆在其下端具有镗刀4。

6. 发明公开

EP0188282A3 Impervious sealing and production method for creating self-supporting and excavatable ground masses for the realization of subterranean constructions such as hollow structures or the like 无效
标题翻译：用于创建自支撑和可挖掘的地面质量的不正确的密封和生产方法，用于实现地下结构，如中空结构或类似的
公开(公告)号：EP0188282A3
公开(公告)日：1988-03-16
申请号：EP86100467
申请日：1986-01-15
申请人： KELLER GRUNDBAU GmbH
发明人： Esters, Klaus, Dipl.-Ing.
IPC分类号： E02D19/16 , E02D29/00 , E02D31/02 , E02D05/18 , E02D03/12
CPC分类号： E02D19/12 , E02D3/12 , E02D5/18 , E02D19/16 , E02D29/00 , E02D31/00 , E02D31/02 , E21D9/001

7. 发明申请

WO1994013889A1 A METHOD AND MEANS FOR SOIL CONSOLIDATION AND THEIR USE 审中-公开
标题翻译：一种土壤综合利用方法与手段
公开(公告)号：WO1994013889A1
公开(公告)日：1994-06-23
申请号：PCT/FI1993000533
申请日：1993-12-10
申请人： YIT-YHTYMÄ OY
发明人： YIT-YHTYMÄ OY , PIRHONEN, Reijo , MUNUKKA, Jouko , NUMMINEN, Matti, R.
IPC分类号： E02D03/12
CPC分类号： E02D3/12
摘要： The present invention relates to a method for reinforcing a structure to be formed in soil, wherein a vein-like structure to be reinforced is formed by locally processing the soil and by adding a stabilizing or consolidating additive into said processed soil. Said additive is mixed into the soil to form a consolidated vein (8) or zone. According to the invention a separate shearing and/or tensile forces resistant reinforcement material (13) is further added to the wake (4) comprising soil and consolidated additive mixed therein.
摘要翻译：本发明涉及一种用于加强在土壤中形成的结构的方法，其中通过局部加工土壤并通过在所述加工的土壤中加入稳定或固结的添加剂形成待加强的静脉状结构。将所述添加剂混入土壤中以形成固结的静脉（8）或区域。根据本发明，还包括在尾流（4）中添加单独的剪切和/或抗拉强度增强材料（13），其包含混合在其中的污垢和固结的添加剂。

8. 发明申请

WO1988002419A1 REINFORCED SOIL AND METHOD 审中-公开
标题翻译：强化土壤和方法
公开(公告)号：WO1988002419A1
公开(公告)日：1988-04-07
申请号：PCT/US1987002109
申请日：1987-08-28
申请人： FREED, W., Wayne
IPC分类号： E02D03/12
CPC分类号： E01C7/36 , C09K17/16 , C09K17/40 , E02D3/005 , Y10S106/90
摘要： Composite mixtures comprise soil and from about 0.1 to 5 percent by weight of additive discrete fiber materials. A related method for improving the engineering properties of soil includes the steps of adding from about 0.1 to 5 percent by weight of discrete fiber materials to soil and mixing the materials and soil together to form a blend.

9. 发明申请

WO1988000260A1 METHOD OF PRODUCING ARTIFICIAL GROUND 审中-公开
标题翻译：生产人造地面的方法
公开(公告)号：WO1988000260A1
公开(公告)日：1988-01-14
申请号：PCT/JP1987000425
申请日：1987-06-25
申请人： SUZUKI, Toshiro
IPC分类号： E02D03/12
CPC分类号： E02D3/115 , C04B28/02 , C04B40/0683 , C04B2111/00724 , Y10S106/90 , C04B14/361 , C04B24/383 , C04B38/00
摘要： When preparing an artificial ground material for use in improving the ground or reclamation, such as soil cement, which include a cement material added to gravels, rocks, etc. according to this invention, part or the whole of water to be added is replaced by ice lumps to obtain processed soil. An artificial ground is produced using this processed soil.
摘要翻译：在制备用于改善地面或回填的人造地面材料时，例如根据本发明的包括添加到砾石，岩石等中的水泥材料的土壤水泥，添加的部分或全部水被替换为冰块获得经过处理的土壤。使用这种处理的土壤生产人造地面。

10. 发明公开

EP0151526A3 Method of and apparatus for soil stabilisation 失效
标题翻译：土壤稳定方法与装置
公开(公告)号：EP0151526A3
公开(公告)日：1986-09-17
申请号：EP85300480
申请日：1985-01-24
申请人： KABUSHIKI KAISHA KOBE SEIKO SHO
发明人： Mitani, Takeshi , Aiko, Hideo
IPC分类号： E02D03/12
CPC分类号： E02D3/126
摘要： Soft soil stratum is stabilised by jetting powdery agent into the ground and mixing and agitating the same with the soil, in which a rotary shaft is inserted into the ground, powdery stabilised agent is pneumatically transported by way of transportation tube formed to the inside of the rotary shaft and jetted out from a nozzle disposed adjacent the mixing blade which is integrally attached to and extended from the top end of the shaft, mixed and agitated for solidification with the soil by the rotation of the mixing blade, while the carrier gas jetted into the ground is induced and discharged to the outside of the ground after separation and filtration. The supply of the powdery stabilised agent is always controlled optimally in accordance with a previously set condition. The powdery stabilised agent can be transported smoothly and mixed with the soil uniformly to provide satisfactory soil stabilisation, with no repair and maintenance problems.

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