公开(公告)号：US4523875A

公开(公告)日：1985-06-18

申请号：US453129

申请日：1982-12-27

申请人： Dante DiFiore

发明人： Dante DiFiore

IPC分类号： E02B11/00 ,  E02D31/02 ,  E03F1/00 ,  E04D13/08 ,  E02D19/00

CPC分类号： E03F1/002 ,  E02B11/00 ,  E02D31/02 ,  E04D13/08 ,  E04D2013/082

摘要： An auxiliary drain line is laid in a trench which extends about lower foundation portions of an existing building but at locations preferably spaced several feet from the foundation. The newly laid auxiliary drain line is formed of perforate material which admits surrounding ground water, and is connected to a storm drain line that serves the building so that water which enters the auxiliary drain line is discharged into the storm drain line. A porous reservoir is formed in the trench to (1) duct ground water to the auxiliary drain line, (2) eliminate ground water pressure buildup in the vicinity of the foundation wall, and (3) provide a ground water reservoir during an excessively heavy rainfall when the storm drain line may be incapable of carrying away all of the accumulated waterfall. The auxiliary drain line is laid in the trench at a level below the top of the basement floor of the building. In the event the storm drain line is found to be positioned too high to permit the auxiliary drain line to discharge into it properly, (1) a manhole is constructed, (2) the auxiliary drain line is connected to discharge into the manhole, and (3) a sump pump is provided in the manhole for transferring water from the manhole to the storm drain line. Branch lines may be installed in short underground tunnels to connect the new auxiliary drain line with an existing footer drain line system which surrounds the foundation of the building. The building's downspouts may be rerouted to the auxiliary drain line as needed to bypass clogged storm drain line sections. The building's downspouts are preferably provided with specially configured leaf traps which may be cleaned out at ground level.

摘要翻译： 辅助排水管线铺设在沿现有建筑物的下部基础部分延伸的沟槽中，但是在优选地与地基间隔几英尺的位置处。 新建的辅助排水管线由允许周围地下水的穿孔材料形成，并连接到为建筑物服务的雨水排水管线，使进入辅助排水管线的水排入雨水排放管线。 在沟槽中形成多孔容器，以（1）将地下水输送到辅助排水管线，（2）消除基础墙附近的地下水压力积累，（3）在过重的地方提供地下水库 风雨排水线可能无法带走所有积水瀑布的雨量。 辅助排水管线铺设在沟槽中，位于建筑物地下室顶部的下方。 如果发现风暴排水线位置太高，不能使辅助排水管线正常排放，则（1）构成一个人孔，（2）辅助排水管路连接排入井底，并且 （3）在人孔中设置有一个排水泵，用于将水从井下转移到雨水排放管线。 分支线路可以安装在短的地下隧道中，以将新的辅助排水管线与围绕建筑物基础的现有的脚底排水管线系统相连接。 建筑物的下水道可能会根据需要重新路由到辅助排水管路，以绕过堵塞的雨水排放管路段。 建筑物的下水道优选地设置有特殊配置的叶子捕集器，其可以在地面清洁。

公开(公告)号：US4136500A

公开(公告)日：1979-01-30

申请号：US891685

申请日：1978-03-30

申请人： Dante DiFiore

发明人： Dante DiFiore

IPC分类号： E04B1/70 ,  E04B1/00 ,  E04G21/00

CPC分类号： E04B1/7023

摘要： A method of overcoming the problem of water seeping into the basement of a dwelling or other structure includes procedures for treating a hollow basement wall and for treating the footer drainage tile system which extends perimetrically around the basement wall footer. Wall treatment is effected by pumping a hardenable filler material, in fluid form, into the hollow wall to fill and seal the hollow wall portions as the filler material hardens. The filler material also operates to fill and seal cracks formed in the outer surface of the wall. Drainage tile system treatment is effected by digging a plurality of holes at spaced locations around the perimeter of the basement wall to expose portions of the footer drainage tile system at these locations, by removing portions of the footer drainage tile system at the locations of the holes, by cleaning the interior of the footer drainage tile system, and by reconstructing the removed portions of the footer drainage tile system to provide each of the reconstructed portions with a clean-out branch having a near-ground-level access. Open upper ends of the clean-out branches are capped with novel removable cover structures. Lower regions of the holes are filled with porous particulate material to provide reservoirs for receiving and temporarily retaining water. If the footer drain tile are found to be laid at an unduly high level with respect to the basement floor, selected ones of these tile nearest the main drain conduit are replaced at a lower level and are surrounded by a bed of porous particulate material to provide a reservoir for receiving and temporarily retaining water. In some instances, a sump, a sump pump and/or a backflow prevention system may be added to improve operation of the footer drainage tile system.

摘要翻译： {PG，1一种克服水渗入住宅或其他结构的基底的问题的方法包括处理中空基底壁并处理围绕基底壁脚板周边延伸的页脚排水砖系统的程序。 壁处理是通过将可硬化的填充材料以流体形式泵送到中空壁中来实现的，以填充和密封中空壁部分，因为填料材料变硬。 填充材料还用于填充和密封形成在壁的外表面中的裂纹。 排水瓦系统处理通过在围绕基底壁的周边的间隔位置挖掘多个孔来实现，以在这些位置处暴露出页脚排水瓦系统的部分，通过在孔的位置处移除页脚排水瓦系统的部分 通过清洁页脚排水瓦系统的内部，并且通过重新构建页脚排水瓦系统的去除部分，以向每个重建部分提供具有近地平面通路的清理分支。 打开的清洁部分的上端用新颖的可拆卸盖结构盖住。 孔的下部区域填充有多孔颗粒材料以提供用于接收和临时保留水的储存器。 如果发现页脚排水瓦片相对于地下室地板铺设成过高的高度，则最靠近主排水管道的这些砖瓦中的选定的瓦片在较低的水平被更换并被多孔颗粒材料床包围以提供 用于接收和暂时保留水的水库。 在一些情况下，可以添加贮槽，贮槽泵和/或回流防止系统以改善页脚排水瓦系统的操作。

公开(公告)号：US5699049A

公开(公告)日：1997-12-16

申请号：US495848

申请日：1995-06-28

申请人： Dante Difiore

发明人： Dante Difiore

IPC分类号： E03F7/00 ,  G01F23/36 ,  G01F23/74 ,  G01M3/28 ,  G08B21/00

CPC分类号： G01M3/2807 ,  E03F7/00 ,  G01F23/36 ,  G01F23/74 ,  E03F2201/40 ,  Y10T137/8342

摘要： Abnormal flow of liquid in a non-pressurized conduit such as a drain line of a building is detected by a liquid level sensor unit connected at a conduit location not anticipated to fill with liquid during normal flow, so that liquid backing up at such location will enter a sensor chamber of the unit to cause a liquid level sensor to signal an indicator. A monitoring system uses at least one such sensor to signal at least one local or remote indicator that indicates which sensor has detected abnormal flow. The system can monitor for short times particular drain lines suspected of experiencing abnormal flow, or can serve on a long-term basis to provide an early warning of clogging and blockage in lines selected for monitoring. Each sensor unit preferably uses a small liquid level sensor connected centrally to a mounting member that defines an annular, circumferentially extending mounting flange that can be releasably clamped in place adjacent an end region of a length of conventional pipe that is used to define the sensor chamber of the unit, to thereby provide a simple and inexpensive, easily installed and easily serviced sensor unit that can optionally house a battery and light to provide a local indication of sensed abnormal flow.

摘要翻译： 通过在正常流动期间连接在预期不能充满液体的管道位置处的液位传感器单元来检测在诸如建筑物的排水管线的非加压管道中的液体的异常流动，使得在该位置处的液体备份将 进入设备的传感器室，使液位传感器发出指示信号。 监测系统使用至少一个这样的传感器来发信号通知至少一个本地或远程指示符，其指示哪个传感器检测到异常流。 该系统可以短时间监测疑似流经异常的特定排水管线，或者可以长期服务，为选定的监测线提供堵塞和堵塞的早期警告。 每个传感器单元优选地使用中央连接到安装构件的小液位传感器，该安装构件限定环形的周向延伸的安装凸缘，该安装凸缘可以可释放地夹紧在用于限定传感器室的常规管的一段长度的端部区域 从而提供一种简单且便宜，易于安装和易于维护的传感器单元，其可以可选地容纳电池和光，以提供感测到的异常流的局部指示。

公开(公告)号：US4877350A

公开(公告)日：1989-10-31

申请号：US262731

申请日：1988-10-26

申请人： Dante DiFiore

发明人： Dante DiFiore

IPC分类号： E02D31/02

CPC分类号： E02D31/02

摘要： A method for alleviating seepage of water through the foundation and/or into the basement of a building includes procedures for digging a trench along an exterior wall of the building's foundation, treating the exposed exterior wall surface to diminish its water permeability, providing a properly configured footer drain tile system for ducting water away from the footer of the foundation wall, and carefully filling the trench with an arrangement of selected materials that perform in a synergistic manner to achieve a desired combination of objectives. The footer drain tile system is positioned in the trench at a level below the top of the basement floor of the building. The materials used to fill the trench include a tiered arrangement of gradated stones, clay and topsoil. The stones define a porous reservoir and are arranged in a gradation of sizes, with the largest stones in lower portions of the trench and adjacent the footer drain tile. The top of the porous reservoir of gradated stone is capped by a densely packed layer of relatively impervious material such as clay. The sloped layer of clay is capped by a relatively porous fill of topsoil that also serves to close upper portions of the trench.

摘要翻译： 一种用于减轻通过基础和/或进入建筑物的地下室的水的渗透的方法包括沿着建筑物的基础的外壁挖掘沟槽的步骤，处理暴露的外壁表面以减小其透水性，提供适当配置 页脚排水瓦系统，用于将水从基础墙壁的脚下引导出来，并用协同方式执行的选定材料的布置小心地填充沟槽，以实现所需的目标组合。 页脚排水瓦系统位于建筑物地下室顶部下方的沟槽中。 用于填充沟槽的材料包括分级结石，粘土和表土的分层排列。 石头限定了一个多孔的储层，并且排列成大小的渐变，沟槽的下部最大的石块和靠近页脚排水砖的最大的石块。 分级石头的多孔容器的顶部由相对不透水的材料如粘土的密集堆积层封住。 倾斜的粘土层被相对多孔的表土填充物覆盖，其也用于封闭沟槽的上部。