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METHOD AND DEVICE FOR DRAINING THE SHORES OF ANY STABILIZED AREA OF CIVIL ENGINEERING, OR SHORES OF CONSTRUCTION

机译：排水任何稳定的土木工程或建筑工程面积的方法和设备

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摘要

P ACCORDING TO THIS METHOD, AND USING THE CORRESPONDING DEVICE, A VERTICAL DRAINING ELEMENT WITH A FILTERING ENVELOPE WITH THE BACKGROUND CONTAINING A DRAINAGE PIPE OR A DRAINAGE PIPE IS PLACED WITHIN A FLOOR TRENCH IN THE SOIL. SINK OF FLOW. / P P ON THE BACK OF AN EXCAVATOR OR OTHER SIMILAR MACHINE, A BAND 14 OF FILTER MATERIAL IS DRIVEN AND INTRODUCED INSIDE THE BLEEDING 27 PRACTICED IN THE SOIL CONFORMING IT IN THE FORM OF A GUTTER KIND. While retaining one and the other upper edges of this gutter, it is filled with a granular material in bulk, able to constitute a filtering sandstone. THEN WE REST THE UPPER EDGES OF THIS GUTTER ON THE TOP OF THE MASSIVE SO CONSISTS OF MAKING A CLOSED ENVELOPE AROUND THIS MASSIVE. THE DEVICE USED INCLUDES A INSTALLATION HOUSING 3 FOLLOWED BY A HOPPER 5 FIT TO ENSURE THE FILLING OF THE GUTTER FORMED IN THE INTERIOR OF THE HURT PRACTICED IN THE SOIL. / P P THIS METHOD AND THIS DEVICE MAY BE USED FOR DRAINING THE SHORES OF ALL STABILIZED AREAS OF CIVIL ENGINEERING AND THE SHORES OF ALL CONSTRUCTIONS. / P

机译：

根据此方法，并使用相应的设备，将垂直排水元件（带有过滤包膜，背景为排水管或排水管）放置在土壤的地面沟槽内。流水。

在挖掘机或其他类似机器的背面，驱动并引入了带状过滤材料14，该带状过滤材料是在27种实践中以流水线形式渗入土壤的。在保留该排水沟的一个和另一个上边缘的同时，将其填充成颗粒状物料，能够构成过滤砂岩。然后，我们将此肠板的上边缘搁在大量的顶部，这样就可以使该周围形成封闭的包络。使用的设备包括安装外壳3，然后是装料斗5装配件，以确保填充的腐殖土充填在土壤中实践的内部。

此方法和此设备可用于排挤所有土木工程稳定区域和所有建筑的土地。展开▼

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公开/公告号FR2606435A1

专利类型
公开/公告日1988-05-13

原文格式PDF
申请/专利权人 FOURNIER CHRISTIAN;FOURNIER CHRISTIAN;
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申请/专利号FR19860015633
发明设计人
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申请日1986-11-10
分类号E02B11/00;E02F5/10;
国家 FR
入库时间 2022-08-22 06:51:01

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