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    • 3. 发明授权
    • Stepwise repeated destabilization and stabilization of highly collapsible soil mass by ‘soil nailing technique’ used for construction of railway/road underpass
    • 用于建设铁路/公路地下通道的“土钉技术”逐步反复破坏和稳定高度可塌陷的土体
    • US09359725B2
    • 2016-06-07
    • US14415553
    • 2013-07-17
    • Council of Scientific & Industrial Research
    • Kanwar SinghPulikanti Subramanya PrasadSudhir MathurFarhat AzadSubhamay Gangopadhyay
    • E01C1/04E02D3/12E21D21/00E02D7/06E02D31/08E21D23/03E21D23/24E02D17/20
    • E01C1/04E02D3/12E02D7/06E02D17/20E02D31/08E21D21/0026E21D23/03E21D23/24
    • The excavations of side vertical walls for building and underpasses must be shored so that the excavations adjacent to the neighboring properties do not cave in during the constructions. A Soil Nailing system has been used for stabilization of excavations and natural slopes for the last few decades in India and Abroad. Soil Nailing Technique used steel anchor rods inserted directly into the soil mass as a driven nails and when Nails are placed in pre-drilled holes to form grouted nails. In both the cases, it restrained load and the side deformations. In the present study, an innovative technique of ‘Soil Nailing’ has been developed for stepwise vertical de-stabilization and stabilization of compacted collapsible sandy soil for the construction of railway underpasses in live railway loading conditions. This technique is successfully implemented first time in the world for controlled destabilization of vertical cut slope and again stabilization for creating a space for pushing of box for railway underpasses for the length of 22 m and 50 m at two sites, namely Yamuna Bazzar and Apsara border, respectively, in Delhi, India. This Soil Nailing Technique of controlled destabilization of soil and again stabilization in steps has proved a superficial method of stabilization with the other methods for such kind of dynamic loading situations.
    • 用于建筑物和地下通道的侧面垂直墙体的挖掘必须被抓住,使得邻近属性邻近的挖掘工程不会在建筑物中塌陷。 在过去的几十年里,印度和海外,土钉系统被用于稳定发掘和自然坡度。 土钉技术使用直接插入土体中的钢锚杆作为驱动指甲,当钉子放置在预钻孔中以形成灌浆钉时。 在这两种情况下,它限制了载荷和侧面变形。 在本研究中,已经开发了一种“土钉”的创新技术,用于在活铁路装载条件下进行铁路地下通道施工的压实可塌陷砂土的逐步垂直解除稳定和稳定化。 这种技术在世界上第一次成功实施,用于控制不稳定的垂直切割坡度,并再次稳定,为两个地点(即Yamuna Bazzar和Apsara边界)建立了22米和50米长的铁路地下通道的箱子推动空间 ,分别在印度德里。 这种土壤钉扎技术控制了土壤稳定化,再次稳定化,已经证明了这种动态载荷情况下其他方法的稳定化的表面方法。
    • 10. 发明申请
    • ADHESIVE PACKAGE AND USE THEREOF WITH AN ANCHORING ELEMENT
    • 粘合包装,并与其安装元件一起使用
    • US20120282059A1
    • 2012-11-08
    • US13427627
    • 2012-03-22
    • Astrid BUDERKolja WIECZOREK
    • Astrid BUDERKolja WIECZOREK
    • B65D69/00F16B1/00
    • E21D20/026E21D21/0026E21D21/0053
    • An adhesive package and use thereof with an anchoring element is disclosed. The adhesive package includes a tubular foil pouch for receiving a multi-component adhesive mass having at least one hardener component and one reactive resin component that is separate from the hardener component. The reactive resin component has at least one first compound and one second compound which harden at different rates and which are arranged in succession in the tubular foil pouch. The reactive resin component has an additional polymerizable compound which is arranged behind the second compound on an end of the foil pouch that is opposite from the first compound. The additional polymerizable compound hardens more slowly than the second compound and provides a leak protection for the second compound and/or the hardener component.
    • 公开了一种粘合剂包装及其与锚定元件的使用。 粘合剂包装包括用于接收多组分粘合剂块的管状箔袋,其具有至少一种硬化剂组分和与该固化剂组分分开的一种反应性树脂组分。 反应性树脂组分具有至少一种第一化合物和一种第二化合物,其以不同的速率硬化并且连续排列在管状箔袋中。 反应性树脂组分具有另外的可聚合化合物,其在第二化合物的后面布置在箔袋的与第一化合物相反的一端上。 另外的可聚合化合物比第二化合物更硬化,并为第二化合物和/或硬化剂组分提供泄漏保护。