Patent Application
20240011237
The invention relates to a method of extending a manhole from an initial grade or elevation to an increased grade or elevation when the existing grade is raised. This is a common occurrence in levee construction and maintenance.
Earthen levees are common along rivers and other bodies of water for flood control. The levee typically includes buried piping such as parallel drain tiles, storm water and sanitary sewer pipelines that serve these specific utilities. Located along the various pipelines are manhole structures that provide access to the pipelines for inspection and maintenance. The manhole walls are usually made of brick or concrete and are capped with a metal casting and lid residing at the upper grade of the levee. Brick and concrete manholes deteriorate over time, and thus need repair, reinforcement, and/or rehabilitation. At times, it becomes necessary to increase the height of the levee, which then places the existing manhole below the new, raised grade or height of the rebuilt levee. Trenching or excavating for a new manhole is time-consuming and expensive. Therefore, a simpler, less expensive alternative is needed for increasing the height of the existing manhole.
Accordingly, a primary objective of the present invention is the provision of a method for increasing the height of a manhole in the levee without trenching or excavation.
Another objective of the present invention is the provision of a trenchless method of installing a new, poured in place manhole liner to rehabilitate an existing buried manhole and to extend the manhole above an existing grade to a higher pre-determined elevation.
A further objective of the present invention is the provision of a method for modifying a manhole in a levee to meet a raised height of the levee.
Still another objective of the present invention is the provision of a method for rehabilitating and increasing the height of a manhole in the levee while minimizing disturbance of the soil in the levee.
These and other objections become apparent from the following description of the invention.
A method is provided for modifying a manhole in an earthen levee, when the levee has a beginning grade or height, and is being raised to a new grade height. The existing manhole has a floor, with a barrel extending upwardly from the floor, and capped with a casting having a lid or cover residing at the initial levee grade. Soil is removed from the levee down to the barrel, and then the casting and the cap are removed. A concrete forming system is set up inside the barrel of the manhole and extending upwardly to the new finished grade of the levee. Where the forming systems extends above the existing manhole barrel, an external form is installed, creating an even annular space. Concrete is poured between the forming system and existing manhole and external form to create a new liner or wall adjacent the original inside wall of the manhole barrel, and extending upwardly to the new height. The extended height can be poured in one or two stages. Then a new casting with a cover is installed on top of the extended manhole liner or wall, and then soil is added to the levy to reach the new finished grade.
The levee 10 includes a manhole 22 having a base or floor 24 and a side wall 26 extending upwardly from the floor. The side wall 26 typically has a cylindrical shape. The manhole 20 includes an upper conical section 28, which may be concentric or eccentric, and is topped with a chimney or casting 30 with a removable lid. Preferably, the lid resides at or near the top of the levee 10, as shown in
Sometimes, the initial grade 20 of the levee 10 must be raised to accommodate changing flood conditions. In such situations, the existing manhole 22 will be below the new raised grade 32. Rather than excavating and installing a new manhole prior to creation of the new grade 32, or excavating and installing a new manhole after the new grade 22 is created, the present invention provides a method of increasing the height of the manhole 22 from the initial grade 20 to the finished, raised grade 32, without excavation or trenching of the existing manhole prior additional soil added to the levee.
The process utilizes the Hydro-Klean Monoform system, which creates a new monolithic concrete wall 34 adjacent the interior of the manhole side wall 26. With the Monoform system, custom forms, such as that disclosed in Applicant's co-pending patent application U.S. Ser. No. 17/248,635, FIG. 3, are erected inside the manhole 22 to create an annular space to be filled with a high-strength ready-mix concrete adjacent the manhole side wall 26. The forms of the Monoform system have various diameters to fit different existing manholes, including those having concentric and eccentric cone configurations. The finished, rehabilitated manhole has a similar design and life expectancy to that of installing a new, precast manhole, but without excavation.
In the process of the invention, the first step is to determine the existing profile, diameter, and depth of the existing manhole 22, as well as the point wherein the sidewall or barrel 26 intersects and transitions into the cone reducer section 28. Soil may be removed to expose the conical section 28. Then, the casting 30 and conical section 28 are removed, so as to expose an upper edge 36 of the barrel sidewall 26. If needed, a new floor can be provided on the floor 24 to rebuild and/or repair the existing manhole, while maintaining or providing smooth flow lines for the pipe 18.
Then, the Monoform system can be assembled within the manhole 22, to achieve an annular space with a predetermined thickness for the new wall 34, as determined by soil density load calculations. The inlet piping and outlet piping will be blocked out or slipped with PVC inserts butted to the base form, while extending slightly into the host pipe connections to maintain the full diameter of the pipes 18 through the new liner wall 34 annulus. The forming system preferably is erected to an elevation extending at least 6 inches above the edge 36 of the manhole sidewall 26. An exterior concrete pour tube 38 is positioned around the forms 40 of the model form system on the top edge 36 of the manhole 22. The tube 38 may be braced, for example with a 2×4 lumber 42, if desired. Then, ready mix concrete can be poured into the annulus between the sidewall 26 and the forms 40 and between the tube 38 and the forms 40, and allowed to harden so as to create the new sidewall 34 to the desired height. Preferably, the ready mix concrete is a high strength, fiber-reinforced composition. After the concrete has cured, the forms 40 are disassembled and removed. Then, a new casting 44 with a lid 46 can be installed on top of the new wall 34, as shown in
In an alternative methodology, the new extended sidewall can be formed in two stages, as shown in
The new casting 44 preferably is set upon a sealing gasket (not shown) on the top of the new sidewall 34 and secured with stainless steel anchor bolts (not shown). The new cover 46 is preferably a bolt-down style, and secured with stainless steel bolts.
The invention has been shown and described above with the preferred embodiments, and it is understood that many modifications, substitutions, and additions may be made which are within the intended spirit and scope of the invention. From the foregoing, it can be seen that the present invention accomplishes at least all of its stated objectives.
