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11. 发明申请

WO1986003532A1 GROUT STABILISATION 审中-公开
标题翻译： GROUT稳定
公开(公告)号：WO1986003532A1
公开(公告)日：1986-06-19
申请号：PCT/EP1985000668
申请日：1985-12-05
申请人： GKN KELLER GMBH , ESTERS, Klaus , SAMOL, Herbert
发明人： GKN KELLER GMBH
IPC分类号： E02D03/12
CPC分类号： E02D27/48 , E02D3/12
摘要： A method of jet grouting in which a monitor tube (25) is used to make a bore (31) and is then withdrawn to make a grouted panel (29). Before the grout in the bore (31) has set an apertured (13) grouting tube (12) is inserted into the bore. When the grout in the bore (31) has solidified, further grout is supplied to the tube (12) under such pressure as to fracture the grout in the bore (31) and so as to permeate into the surrounding ground.

12. 发明申请

WO1997025486A1 METHOD OF DISINTEGRATING AND MIXING SOIL AND APPARATUS THEREFOR 审中-公开
标题翻译：消毒和混合土壤及其装置的方法
公开(公告)号：WO1997025486A1
公开(公告)日：1997-07-17
申请号：PCT/JP1997000022
申请日：1997-01-09
申请人： KOMATSU LTD. , KOMORIYA, Yoichi , YOSHIDA, Yasuhiro , FUJINO, Taneaki
发明人： KOMATSU LTD.
IPC分类号： E02D03/12
CPC分类号： E02F7/04 , E01C21/00 , E02D3/12 , E02F5/226 , E02F7/02
摘要： The present invention relates to a method of disintegrating and mixing soil, and an apparatus therefor, by which soil in soft ground and a soil improving agent can be efficiently disintegrated and mixed with each other to provide an improved soil. In the method, when mixed by a disintegrator (7), soil and a soil improving agent conveyed are mixed with each other while cut and disintegrated in a primary cutting, disintegrating and mixing, and the soil and the soil improving agent after the primary cutting, disintegrating and mixing are mixed with each other while strikingly disintegrated in a secondary cutting, disintegrating and mixing. The apparatus comprises a disintegrator (7) having a rotary cutter (13) provided on an upper side thereof and a rotary striker (10B) provided on a lower side thereof in an interior thereof, and a conveyor (8) provided on a vehicle body (3) for conveying soil and a soil improving agent into the disintegrator (7).
摘要翻译：本发明涉及一种土壤的分解和混合方法及其设备，通过该方法可以将软土中的土壤和土壤改良剂相互有效地分解和混合，从而提供改良的土壤。在该方法中，当通过粉碎机（7）混合时，输送的土壤和土壤改良剂相互混合，在主切割，分解和混合中切割分解，并且主切割后的土壤和土壤改良剂，在二次切割，分解和混合中明显分解，彼此混合并分散。该装置包括：具有设置在其上侧的旋转切割器（13）和设置在其内侧的下侧的旋转撞击器（10B）的破碎机（7），以及设置在车身上的输送机（3）将土壤和土壤改良剂输送到破碎机（7）中。

13. 发明申请

WO1996001927A1 REINFORCED PILLAR OF STABILIZED SOIL AND INVESTIGATION OF ITS PHYSICAL PROPERTIES 审中-公开
标题翻译：加固土体稳定支柱及其物理特性的调查
公开(公告)号：WO1996001927A1
公开(公告)日：1996-01-25
申请号：PCT/SE1995000838
申请日：1995-07-07
申请人： STABILATOR AB , MASSARSCH, Rainer , LUNDAHL, Björn
发明人： STABILATOR AB
IPC分类号： E02D03/12
CPC分类号： E02D5/36 , G01N3/30 , G01N2203/001 , G01N2203/0019 , G01N2203/0021 , G01N2203/0039
摘要： The invention relates to a process for reinforcing a pillar of stabilized soil. According to the invention, at least one reinforcing member (5) is inserted axially into the pillar (7) in connection with the making thereof or after the making thereof, but before the pillar (7) has hardened to such a degree that the insertion of the reinforcing member (5) is appreciably impeded. The reinforcing member (5) consists of a rod, a pipe, a line or a similar elongated means and has at least at one end thereof an anchoring means (6) for anchoring against the pillar (7). According to the invention, the pillar (7) is tested for strength, either with the aid of vibration sensors (10) placed at predetermined locations on the anchoring member (5), or with the aid of a torque-transmitting means, with the aid of which the pillar (7) can be subjected to torsional loads.
摘要翻译：本发明涉及一种加固稳定土壤支柱的方法。根据本发明，至少一个加强构件（5）与其制造或制造之后轴向插入柱（7）中，但在柱（7）已经硬化到使得插入的加强构件（5）受到明显阻碍。加强构件（5）由杆，管，线或类似的细长装置组成，并且至少在其一个端部具有用于锚固在支柱（7）上的锚固装置（6）。根据本发明，通过借助于放置在锚定构件（5）上的预定位置处的振动传感器（10）或借助于扭矩传递装置来测试支柱（7）的强度，支柱（7）可以承受扭转载荷。

14. 发明申请

WO1995002091A1 SIMPLIFIED GROUND-STABILIZATION METHOD 审中-公开
标题翻译：简化程序，土壤稳定化
公开(公告)号：WO1995002091A1
公开(公告)日：1995-01-19
申请号：PCT/EP1994002144
申请日：1994-06-30
申请人： HENKEL KOMMANDITGESELLSCHAFT AUF AKTIEN
发明人： HENKEL KOMMANDITGESELLSCHAFT AUF AKTIEN , VON TAPAVICZA, Stephan , BÖTTCHER, Heinz , RITTER, Wolfgang
IPC分类号： E02D03/12
CPC分类号： E02D17/20 , E01C3/04 , E02D3/12
摘要： The invention concerns a method for the stabilization in depth of soil and/or sand against for instance erosion by wind and/or rain, to prevent landslips on slopes and/or to provide a stable foundation for a surface covering or other structure by installing earth-reinforcing elements of high mechanical strength which are at least largely covered over by earth. The method is characterized in that the reinforced elements are inserted into the earth initially in the form of liquid material, at least in part by the use of injection lances, and the material allowed to solidify in situ. The liquid material is preferably introduced into the earth using an injection-shot technique.
摘要翻译：本发明涉及一种用于土壤和/或砂（接地）的深稳定的过程中，例如由风和/或雨侵蚀，在斜坡上滑动和/或作为用于通过与土壤覆盖包含至少基本上施加覆盖层，结构等的固化垫稳定加强元件提高的机械强度。该方法的特征在于，至少部分地矛状方式的，该增强元件和在可流动的材料到土壤中的预成形注册被带到原位在其中固化。优选地，所述液体材料的入口发生子弹状喷射。

15. 发明申请

WO1993002257A1 TOOL FOR INTRODUCING SOIL STABILIZING MATERIAL 审中-公开
标题翻译：介绍土壤稳定材料的工具
公开(公告)号：WO1993002257A1
公开(公告)日：1993-02-04
申请号：PCT/SE1992000526
申请日：1992-07-20
申请人： BPA BYGGPRODUKTION AB
发明人： BPA BYGGPRODUKTION AB , HOLMQVIST, Lars
IPC分类号： E02D03/12
CPC分类号： B01F7/0025 , E02D3/126
摘要： Tool for introducing and mixing of soil consolidating or stabilizing agent in the ground in order to create an essentially cylindrical stabilized ground material body, including a rotatable hollow shaft (1) having wing or arm like extensions (2) and ejection openings (4) for ground consolidating agent supplied through the shaft. The new is that a number of set wings are arranged at the shaft in screw thread shaped paths essentially parallel with the intended pitch of the tool having such mutual distance that each wing (2) follows a specific screw thread shaped path and that the wings (2) at at least either the upper or the lower side have at least one pair of obliquely arranged cams or fins (5) essentially parallel with the shaft.
摘要翻译：用于在地面中引入和混合土壤固结剂或稳定剂的工具，以便形成基本上圆柱形的稳定化的地面材料体，包括具有机翼或臂状延伸部（2）和喷射开口（4）的可旋转空心轴（1），用于通过轴提供的地面固结剂。新的是在轴处以螺纹形状的路径布置多个设置的翼，基本上与工具的预期间距平行，具有每个翼（2）遵循特定螺纹形状的路径相互间隔的距离，并且翼 2）在上侧或下侧的至少任一侧具有基本上与轴平行的至少一对倾斜布置的凸轮或翼片（5）。

16. 发明申请

WO1998024982A1 METHOD FOR INCREASING THE BEARING CAPACITY OF FOUNDATION SOILS FOR BUILDINGS 审中-公开
标题翻译：用于增加建筑物基础土壤承载能力的方法
公开(公告)号：WO1998024982A1
公开(公告)日：1998-06-11
申请号：PCT/EP1997006619
申请日：1997-11-27
申请人： URETEK S.R.L. , CANTERI, Carlo
发明人： URETEK S.R.L.
IPC分类号： E02D03/12
CPC分类号： E02D3/12
摘要： A method for increasing the bearing capacity of foundation soils for buildings consisting in providing a plurality of holes (1) spaced from each other deep in the soil, and in injecting into the soil, through the holes (1), a substance (3) which expands as a consequence of a chemical reaction, with a potential increase in volume of at least five times the volume of the substance before expansion; the expansion of the substance (3) injected into the soil producing compaction of the contiguous soil.
摘要翻译：一种用于增加建筑物的基础土壤的承载能力的方法，包括在土壤中提供彼此间隔开的多个孔（1），并通过孔（1），物质（3）注入土壤，其作为化学反应的结果而膨胀，在膨胀前体积的至少5倍体积的潜在增加; 注入土壤的物质（3）的膨胀产生连续土壤的压实。

17. 发明申请

WO1997017497A1 PROCESS AND DEVICE FOR GROUND STABILISATION 审中-公开
标题翻译：方法和装置巩固土壤
公开(公告)号：WO1997017497A1
公开(公告)日：1997-05-15
申请号：PCT/EP1996003774
申请日：1996-08-27
申请人： SIDLA UND SCHÖNBERGER ERDBAUGESELLSCHAFT MBH
发明人： SIDLA UND SCHÖNBERGER ERDBAUGESELLSCHAFT MBH , SCHÖNBERGER, Helmut , KRAUTER, Edmund
IPC分类号： E02D03/12
CPC分类号： E02D3/12 , E01B2/006 , E02D3/123 , E02D5/18 , E02D17/13 , E02F3/10 , E02F3/143 , E02F9/16
摘要： In a process for ground stabilisation using a device (1) movable forwards in a working direction (V), with a cutter arm (4) to which cutting tools (13) are secured on an endless cutting chain (12) which can be driven in the longitudinal direction of the cutter arm (4), in which a ground stabilising medium can be taken to the region of the circulating cutting tools (13) via a supply line (61) and mixed with the loosened ground into a mixture remaining behind the cutter arm (4), the stabilizing medium is introduced in the region of the lower half of the cutter arm (4) or in the lower region of the cutter arm (4) in the space (63a, 63b) bounded by the rotating cutting tools (13).
摘要翻译：在用于使用位于工作方向（V）vorbewegbaren装置接地固结的方法（1）用研磨臂（4）在其上切割器上的循环链铲刀（12）（13）所连接的（在切割起重臂的长度方向 4）沿圆周方向驱动，其中（通过供给线61的装置）与地面的圆周铣削工具（13）的区域固化剂被供给和剩下的混合物与松开土壤到（切断动臂4）的后面混合，在该范围的固化剂是（63A，63B）引入的切削动臂（4）或在切割起重臂的下部区域的下半部分（4）限定在周向由所述铣刀（13），空间中。

18. 发明申请

WO1995011348A1 DEVICE FOR INJECTING A FLUID MEDIUM, IN PARTICULAR A SETTING BUILDING MATERIAL 审中-公开
标题翻译： DEVICE烧成流动介质的，尤其是硬化的建材
公开(公告)号：WO1995011348A1
公开(公告)日：1995-04-27
申请号：PCT/DE1994001233
申请日：1994-10-18
申请人： SUSPA SPANNBETON GMBH , DYNAMIT NOBEL AKTIENGESELLSCHAFT , REUBER, Martin , GRIES, Egon , EICH, Johannes
发明人： SUSPA SPANNBETON GMBH , DYNAMIT NOBEL AKTIENGESELLSCHAFT
IPC分类号： E02D03/12
CPC分类号： E02D3/12
摘要： A device for injecting a fluid medium, in particular a setting building material, has a pipe (5) for receiving a propelling charge (11) and the fluid medium to be injected (10). A movable expelling piston (12) that seals the areas of the propelling charge and the medium is arranged between the propelling charge (11) and the medium (10). After the medium (10) to be injected is expelled, the expelling piston (12) is caught in the muzzle area of the pipe (5), substantially sealing said muzzle area. The shot signature, i.e. the muzzle flash and blast, is thus drastically reduced.
摘要翻译：本发明涉及一种用于点火的可流动介质，特别是硬化的结构材料，具有用于接收推进剂装料（11）的管（5）和各种后流动介质（10），其中，所述推进剂装料（11）和介质之间（ 10）的推进剂装料的区域和介质密封地移动的排出活塞（12）布置，并且其中的驱逐到各种后介质（10后的排出活塞（12））是夹在管的孔区域（5），使得管口的基本上是密封的。这导致急剧减少启动签名，即枪口爆炸和枪口闪光。

19. 发明申请

WO1991003605A1 METHOD OF RE-USING SLURRY IN GROUND IMPROVING CONSTRUCTION WORK 审中-公开
标题翻译：在改善施工工作的地面中重新使用浆料的方法
公开(公告)号：WO1991003605A1
公开(公告)日：1991-03-21
申请号：PCT/JP1990001100
申请日：1990-08-30
申请人： KAJIMA CORPORATION , NEC CORPORATION , SUMITOMO CEMENT COMPANY LTD. , CHEMICAL GROUTING COMPANY LTD. , SHOEI YAKUHIN CO., LTD. , YOSHIDA, Hiroshi , TSUTAOKA, Takanori , IMAI, Toshio , YOSHIHARA, Masahiro , SHIBAZAKI, Mitsuhiro , KUBO, Hiroaki , JINBO, Toshitsugu , MIYAZAKI, Hiroshi
发明人： KAJIMA CORPORATION , NEC CORPORATION , SUMITOMO CEMENT COMPANY LTD. , CHEMICAL GROUTING COMPANY LTD. , SHOEI YAKUHIN CO., LTD.
IPC分类号： E02D03/12
CPC分类号： C09K17/04 , E02D3/12 , E21B21/065
摘要： A method of re-using a slurry, which is discharged at the time of ground improving construction work, as a grout (hardening material). The method comprises adding a magnetically permeable substance to the hardening material to be injected; measuring a physical quantity indicative or magnetic permeability of the hardening material to which said substance is added; calculating the quantity of the hardening material from said measured physical quantity; recovering slurry discharged when executing the ground improving construction work; calculating the quantity of the recovered hardening material after measuring the above-defined physical quantity in recovered slurry; calculating the difference in quantity between the injected hardening material required for ground improvement and the recovered hardening material; and injecting the hardening material in a quantity corresponding to said difference. With the measurement of the physical quantity of the substance contained in the recovered slurry and indicative of magnetic permeability, the quantity of the hardening material recovered and a quantity thereof to be added are calculated. In this way, the quantity of the hardening material recovered is calculated at the same time as the recovery of slurry and, therefore, the quantity of the hardening material to be injected additionally can be controlled in real time.

20. 发明申请

WO1990008855A1 A PROCESS FOR BUILDING A CONCRETE STRUCTURE IN LOOSE MATTER, FROM GROUND LEVEL, AND EQUIPMENT FOR CARRYING OUT SAID PROCESS 审中-公开
标题翻译：一种从地下水平构建松散物质混凝土结构的工艺流程和设备实施过程的设备
公开(公告)号：WO1990008855A1
公开(公告)日：1990-08-09
申请号：PCT/NO1990000025
申请日：1990-02-01
申请人： HOKSRUD, Lars, O.
IPC分类号： E02D03/12
CPC分类号： E21B43/29 , E02D3/12
摘要： A process for building a concrete structure in loose matter, from ground level, by use of a rotatable erosion head (2a), and a rotatable grouting head (3a) provided with drill bits (2b and 3b), which form components of an erosion unit (2), and a grouting unit (3), respectively, which are drilled into ground (A) simultaneously and in parallel with a mutual center distance (C) to a desired depth. Erosion head (2a) is raised during simultaneous erosion of the bore hole (4) walls at the same time as grouting head (3a) is raised slightly displaced downwards relative to erosion head (2a) during supply of grouting material, e.g. concrete (D), under pressure for grouting the expanded bore hole (4a) and simultaneous expulsion of the eroded loose material (E).
摘要翻译：用于通过使用可旋转侵蚀头（2a）从地面构建松散物质的混凝土结构的方法以及设置有钻头（2b和3b）的可旋转灌浆头（3a），其形成侵蚀成分单元（2）和灌浆单元（3），它们分别同时地并入相互中心距离（C）到达所需深度的地面（A）。侵蚀头（2a）在同时侵蚀钻孔（4）壁的同时，在灌浆头（3a）在供给灌浆材料期间相对于侵蚀头（2a）略微向下移位时同时被冲破，例如，混凝土（D），在压力下用于灌浆膨胀的钻孔（4a）并同时排出侵蚀的松散材料（E）。

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