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1. 发明申请

WO2006050807A1 METHOD FOR SATURATING CAVITIES PRESENT IN A MASS OF SOIL OR IN A BODY IN GENERAL 审中-公开
标题翻译：在一般土壤中或在一个体内饱和的方法
公开(公告)号：WO2006050807A1
公开(公告)日：2006-05-18
申请号：PCT/EP2005/011388
申请日：2005-10-24
申请人： URETEK S.R.L. , CANTERI, Carlo
发明人： CANTERI, Carlo
IPC分类号： E02D3/12 , E21B33/138
CPC分类号： E21F15/005
摘要： A method for saturating cavities present in a mass of soil or in a body in general, comprising at least one step for at least partial filling of the cavity (1) by introducing into the cavity (1) a filler material (3) in the solid state or in the fluid state and capable of setting. At least one step of saturating the cavity (1) is then performed by introducing into the cavity (1) a fluid synthetic substance (4) which expands and sets by chemical reaction. The synthetic substance (4) is adapted to generate, as a consequence of its expansion, at least the saturation of the cavity (1) and a compaction and/or loading of the filler material (3) introduced into the cavity in the filling step., creating an optional state of permanent tension on the walls (2) that delimit the cavity (1), to the point of producing, if necessary, a deformation of the walls (2).
摘要翻译：一种通常在土体或体内存在的饱和空腔的方法，包括至少一个步骤，用于通过将空腔（1）中的填充材料（3）引入到空腔（1）中来至少部分地填充空腔（1）固态或处于流体状态并能够固化。然后通过将通过化学反应膨胀和凝固的流体合成物质（4）引入空腔（1）中来进行至少一个饱和空腔（1）的步骤。合成物质（4）适于由于其膨胀而产生空腔（1）的至少饱和以及在填充步骤中引入空腔中的填充材料（3）的压实和/或加载在限定空腔（1）的壁（2）上产生永久张力的可选状态，如果需要，产生壁（2）的变形。

2. 发明申请

WO03046296A8 METHOD FOR CONSOLIDATING SOILS OR LIFTING STRUCTURES WITH PRE SSURES LARGER THAN 500 KPA 审中-公开
标题翻译：用于综合土壤或提升结构的方法，具有超过500 KPA
公开(公告)号：WO03046296A8
公开(公告)日：2004-06-10
申请号：PCT/EP0213325
申请日：2002-11-26
申请人： URETEK SRL , CANTERI CARLO
发明人： CANTERI CARLO
IPC分类号： E02D3/08 , E02D3/12 , E02D35/00
CPC分类号： E02D35/00 , E02D3/12 , E02D2250/003
摘要： A method for consolidating foundation soils or for lifting very heavy or very large structures requiring the application of a pressure of more than 500 kPa, which consists in injecting into the soil to be consolidated or into the soil below the foundations of the structure to be lifted substances which expand as a consequence of a chemical reaction and are suitable to generate, during expansion, a pressure of more than 500 kPa.
摘要翻译：一种用于固结地基土或用于提升非常重或非常大的结构的方法，其需要施加超过500kPa的压力，其包括将待固结的土壤注入要被提升的结构的地基下方的土壤中作为化学反应的结果而膨胀并且适于在膨胀期间产生大于500kPa的压力的物质。

3. 发明申请

WO2004027177A1 METHOD FOR REPAIRING, WATERPROOFING, INSULATING, REINFORCING, RESTORING OF WALL SYSTEMS 审中-公开
标题翻译：修复，防水，绝缘，增强，墙体系统恢复的方法
公开(公告)号：WO2004027177A1
公开(公告)日：2004-04-01
申请号：PCT/EP2003/008790
申请日：2003-08-07
申请人： URETEK S.R.L. , CANTERI, Carlo
发明人： CANTERI, Carlo
IPC分类号： E04B1/64
CPC分类号： E04G23/0203 , E04B1/648 , E04G23/02 , E04G23/0211 , E04G23/0218
摘要： A method for repairing and/or waterproofing and/or insulating and/or reinforcing and/or restoring the structural integrity of wall systems, which it consists in providing spaced injection holes (3) within a wall system in a manner suitable to pass through cavities (2) that exist in the wall system (1), inserting injection tubes (4) in these holes (3), and then inserting a substance (5) that expands after injection as a consequence of a chemical reaction so that the substance (5) reaches the cavities (2) connected to the injection holes (3) or are proximate thereto, the injection tubes (4) being, preferably gradually retracted along the injection holes (3) in the opposite direction with respect to insertion, to allow the substance (5) diffusing in cavities crossed by the injection holes (3) or proximate thereto.
摘要翻译：一种用于修复和/或防水和/或绝缘和/或加强和/或恢复墙壁系统的结构完整性的方法，其包括以适合于穿过空腔的方式在壁系统内提供间隔开的喷射孔（3）（2）存在于壁系统（1）中，在这些孔（3）中插入注入管（4），然后插入由于化学反应而在注射后膨胀的物质（5），使得物质（ 5）到达连接到喷射孔（3）或邻近喷射孔（3）的空腔（2），喷射管（4）优选地沿喷射孔（3）相对于插入方向相反的方向逐渐缩回，以允许所述物质（5）在由所述注射孔（3）或靠近所述注射孔穿过的空腔中扩散。

4. 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。

5. 发明申请

WO2005045137A1 METHOD FOR INCREASING THE STRENGTH OF A VOLUME OF SOIL, PARTICULARLY FOR CONTAINING AND SUPPORTING EXCAVATION FACES 审中-公开
标题翻译：增加土壤强度的方法，特别是用于包含和支持的挖掘面
公开(公告)号：WO2005045137A1
公开(公告)日：2005-05-19
申请号：PCT/EP2004/009973
申请日：2004-09-07
申请人： URETEK, S.R.L. , CANTERI, Carlo
发明人： CANTERI, Carlo
IPC分类号： E02D3/12
CPC分类号： E02D3/12
摘要： A method for increasing the strength of a volume of soil, particularly for containing and supporting excavation faces, which comprises at least one reinforcement step that consists in producing a plurality of mutually spaced reinforcement holes arranged substantially vertically or inclined with respect to a vertical direction in the volume of soil to be strengthened; reinforcement elements are then inserted in the reinforcement holes and are locked within the soil by injecting in the reinforcement holes a synthetic locking substance that expands by chemical reaction. The method can optionally also comprise a step for consolidation of the volume of soil by injecting, in injection holes that are arranged vertically or are inclined with respect to the vertical and are formed beforehand in the soil, a synthetic consolidation substance that expands by chemical reaction.
摘要翻译：一种用于增加土体体积特别是用于容纳和支撑挖掘面的强度的方法，该方法包括至少一个加强步骤，该加强步骤包括在多个相互间隔开的加强孔中，该加强孔基本垂直布置或相对于垂直方向倾斜土壤量要加强; 然后将加固元件插入加强孔中，并通过在加强孔中注入通过化学反应而膨胀的合成锁定物质而将其锁定在土壤中。该方法还可以包括通过在垂直方向排列或相对于垂直方向倾斜并且预先在土壤中形成的注射孔中注入土壤体积的步骤，通过化学反应膨胀的合成固结物质。

6. 发明申请

WO2003046296A1 METHOD FOR CONSOLIDATING FOUNDATION SOILS OR FOR LIFTING VERY HEAVY OR VERY LARGE STRUCTURES REQUIRING THE APPLICATION OF A PRESSURE OF MORE THAN 500 kPa 审中-公开
标题翻译：综合基础土壤或提供非常重的或非常大的结构要求应用压力超过500 kPa的方法
公开(公告)号：WO2003046296A1
公开(公告)日：2003-06-05
申请号：PCT/EP2002/013325
申请日：2002-11-26
申请人： URETEK S.R.L. , CANTERI, Carlo
发明人： CANTERI, Carlo
IPC分类号： E02D35/00
CPC分类号： E02D35/00 , E02D3/12 , E02D2250/003
摘要： A method for consolidating foundation soils or for lifting very heavy or very large structures requiring the application of a pressure of more than 500 kPa, which consists in injecting into the soil to be consolidated or into the soil below the foundations of the structure to be lifted substances which expand as a consequence of a chemical reaction and are suitable to generate, during expansion, a pressure of more than 500 kPa.
摘要翻译：一种用于固结地基土或用于提升非常重或非常大的结构的方法，其需要施加超过500kPa的压力，其包括将待固结的土壤注入要被提升的结构的地基下的土壤中作为化学反应的结果而膨胀并且适于在膨胀期间产生大于500kPa的压力的物质。

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