METHOD AND SYSTEM FOR ENCAPSULATING IN-GROUND ASBESTOS CONCRETE PIPE

Abstract

A process and system is provided to allow rehabilitation of asbestos concrete (AC) pipe to remain in place while rendering the AC pipe harmless, in a manner that protects the ecosystem and saves huge amounts of money lost to bypass, digging, remediation and disposal. The method and system provide for encapsulation of the old AC pipe in place without any digging or disruption to the surrounding area. No dewatering is required, saving the costs required with dewatering. There is minimal disruption to the community's use of the piping system while completing the repair, as such repairs can be done on a manhole-to-manhole basis. Finally, there are no hazardous material disposal requirements, or the costs associated therewith.

Claims

1. A system for insitu linear segmentation and encapsulation of an inground pipeline, comprising: a tow control and reinforcement material supply system; a scribing head; a plurality of scribing blade elements arranged parallel to a longitudinal axis of said scribing head, each of said plurality of scribing blade elements including a plurality of individual sharpened scribing blades arranged in a linear fashion thereon; an application apparatus applying a water activated reinforcement material in liquid form; and a tow cable and reinforcement material supply tether connecting said tow control and reinforcement material supply system to said scribing head and said application apparatus, wherein each of said plurality of scribing blades increase in size along their respective scribing element to progressively create deeper scores in a wall of said inground pipeline until said wall separates into intact linear segments, said reinforcement material, upon exposure to ground water, expanding about an interior and exterior surface of the separated wall and cures to form a shell encapsulating said inground pipeline.

2. The system of claim 1, wherein said scribing elements are affixed to a body of the scribing head using removable fasteners.

3. The system of claim 1, further comprising: water jets positioned to the rear of said application apparatus.

4. The system of claim 1, wherein said application apparatus further tows a pipe lining into said inground pipeline.

5. The system of claim 4, wherein said expanding reinforcement material encapsulates said opened and separated wall and fills a void between said opened wall and said pipe lining.

6. The system of claim 1, wherein said scribing blades are selected from a group consisting of: cutter wheels, fins, pins, and combinations thereof.

7. The system of claim 1, wherein said scribing blades include an abrasive material embedded there.

8. The system of claim 1, wherein the scribing blades are at least partially a carbide material.

9. A method for insitu linear segmentation repair and encapsulation of an inground pipeline, comprising: providing a tow control and reinforcement material supply system that draws, via a tow cable, a reinforcement material supply tether and a scribing head through an interior of said inground pipeline to be repaired, wherein said scribing head includes scribing elements including a plurality of individual sharpened scribing blades arranged in a linear fashion thereon, the scribing blades increasing in size along their respective scribing element to progressively create deeper scores in a wall of said inground pipeline until said wall opens and separates into intact linear segments; applying a water activated expanding reinforcement material, in liquid form, via an application apparatus, also connected to said tow cable and reinforcement material supply tether, to the opened and separated wall of said inground pipeline, wherein said expanding reinforcement material, upon exposure to ground water, expanding about an interior and exterior surface of the separated wall and cures to form a shell that encapsulates the opened and separated wall of said inground pipeline.

10. The method of claim 9, wherein said scribing elements are affixed to a body of the scribing head using removable fasteners.

11. The method of claim 9, further comprising: spraying water on said expanding reinforcement material via water jets positioned to the rear of said application apparatus, said water activating said expanding the reinforcement material.

12. The method of claim 9, further comprising: installing a pipe lining into said inground pipeline.

13. The method of claim 12, wherein said expanding reinforcement material encapsulates said burst wall and fills a void between said burst wall and said pipe lining.

14. The method of claim 9, wherein said scribing blades are selected from a group consisting of: cutter wheels, fins, pins, and combinations thereof.

15. The method of claim 9, wherein said scribing blades include an abrasive material embedded there.

16. The method of claim 9, wherein the scribing blades are at least partially a carbide material.

Description

BRIEF DESCRIPTION OF THE DRAWINGS

[0015] In the drawings which illustrate the best mode presently contemplated for carrying out the present invention:

[0016] FIG. 1 is a cross sectional view of the existing conditions showing an underground installation of an AC pipe;

[0017] FIG. 2A is a cross sectional view showing an operational system and method of repairing the underground installation of an AC pipe of FIG. 1;

[0018] FIG. 2B is a cross sectional view showing an alternative operational system and method of repairing the underground installation of an AC pipe of FIG. 1;

[0019] FIG. 3. is a cross sectional view showing an underground installation of an AC pipe repaired in accordance with the method and system of FIG. 2;

[0020] FIGS. 4A, 4B and 4C are schematic views of alternate embodiments of scribing heads for use with the present method and system;

[0021] FIG. 5 illustrates a modular replacement system for the scribing heads of the present disclosure;

[0022] FIG. 6 is a schematic cross-sectional view of existing conditions in an illustrative embodiment; and

[0023] FIG. 7 is a schematic cross-sectional view of an illustrative embodiment of a repair solution for the existing conditions in FIG. 6.

DETAILED DESCRIPTION OF THE DISCLOSURE

[0024] Now referring to the drawings, embodiments of a process and system to allow a deteriorated asbestos concrete (AC) pipe to remain in place while rendering the AC pipe harmless, in a manner that protects the ecosystem and time and money lost to bypass, digging, remediation and disposal is shown and generally illustrated in the figures.

[0025] Turning now to FIG. 1, AC pipes 110 are lightweight, have good workability and are inexpensive. However, they tend to have a lower strength than iron pipes and may suffer from joint slippage and are susceptible to breakage after many years in service. Further, AC pipe may be eroded by soil, groundwater, or the like, thereby reducing the thickness of the pipe body and significantly reducing the strength. When AC pipe buried in the ground is excavated or as a result of vibration of the road surface or gas or water works, the fragile walls 120 may break, causing cracks 130 that allow leakage of flow from an interior 140 of the AC pipe 110 into the surrounding soil 150 or blockage of flow.

[0026] In accordance with the present disclosure, as shown generally at FIG. 2A, the method and system 210 provides for encapsulation of the old AC pipe in place without any digging or disruption to the surrounding area. No dewatering is required, saving the huge costs required with dewatering. There is minimal disruption to the community's use of the piping system while completing the repair, as such repairs can be done on a manhole-to-manhole basis. Finally, there are no hazardous material disposal requirements, or the costs associated therewith.

[0027] In a general embodiment, the in-ground encapsulation is accomplished using a method and system 201 generally including a tow control and grout supply system 220, a tow cable and grout supply tether 230, a scribing head 240, and a reinforcement liquid dispensing apparatus 250. The tow controller 220 drags the tow cable 230 that has the scribing head 240 attached at an opposing terminal end. The scribing head 240, as will be described in more detail below, is configured and arranged to gently separate the existing AC pipe into two halves along its spring line utilizing 3-4 rolling scribing blades. The scribing blades are arranged on the scribing head 240, with a plurality of scribing blades arranged in line with one another, having gradually increasing sizes such that the increase in size gradually increases the depth of the score in the wall of the pipe as each blade in the line on the scribing head is pulled through the AC pipe, thereby scribing the pipe wall. This creates a very low amount of cut debris which falls into and remains in the bottom half of the pipe. The progressively increasing size of the scribing head causes the existing pipe to burst as seen at location 260, along the scribe lines as the scribing head is drawn through the pipe. As a result, the space on the interior of the pipe walls 120 is increased from a first installed diameter D1 to a second larger diameter D2 to allow space for expanding grout 270 and a new liner 280.

[0028] Immediately following the scribing head 240 is a reinforcement material dispensing apparatus 270. The reinforcement material dispensing apparatus may be a spincast type dispenser or a plurality of orthogonally spaced heads. A supply of sealing material, such as a moisture activated expanding urethane foam, is supplied to the reinforcement material dispensing apparatus 270 via a pump in the tow control and liquid supply system 220, through hoses that are in the tow cable and liquid supply tether 230. The dispensing apparatus 270 deposits a sealing material, such as a moisture activated expanding urethane foam, against the interior surface of the AC pipe, in liquid form, to fill the cracks, seep into the soil surrounding the old AC pipe to provide reinforcement of the pipe and encapsulation of the asbestos material. The dispensing apparatus 270 will deliver preferably between 3-5 gallons of reinforcement material per minute that will be pressed into the surrounding soil. The reinforcement material immediately expands to encapsulate the entire pipe as well as any scribing debris in the pipe. A new HDPE pipe liner 280 is pulled directly behind the dispensing apparatus 270 into the scribed and separated portions of the old AC pipe. This process is performed at a very slow rate of pull, approximately 2-3 feet per minute.

[0029] In an alternate arrangement as depicted at FIG. 2B, following the reinforcement material dispensing apparatus 270 is an arrangement of water jets 290. The dispensing apparatus may be a spincast type sprayer or a plurality of orthogonally spaced heads. A supply of reinforcement material supplied to the dispensing apparatus 270 via a pump in the tow control and liquid supply system 220, through hoses that are in the tow cable and liquid supply tether 230. The dispensing apparatus 270 deposits the reinforcement material against the interior surface of the AC pipe to fill the cracks, seep into the soil surrounding the old AC pipe to provide reinforcement of the pipe and encapsulation of the asbestos material. The dispensing apparatus 270 will deliver preferably between 3-5 gallons of flexible reinforcement material per minute that will be pressed into the surrounding soil. The water jets 290 deliver a flow of water to the reinforcement material to facilitate activation of the reinforcement material wherein the reinforcement material, in liquid form, immediately expands to encapsulate the entire pipe as well as any scribing debris in the pipe. A new HDPE pipe liner 280 is pulled directly behind the dispensing apparatus 270 into the separated portions of the old AC pipe. This process is performed at a very slow rate of pull, approximately 2-3 feet per minute.

[0030] As can be seen at FIG. 3, the reinforcement material 270 will fill a layer on the interior of the pipe wall 120, between the pipe wall 120 and the liner 208 as well as seeping through the cracks 130 and into the surrounding soil 150 creating a cast around the entire circumference at the interior and exterior of the pipe wall 120, stopping any migration of asbestos. The reinforcement material 270 will stay in the ground, permanently ending the problem. The old AC pipe and the new HDPE pipe will be permanently glued together.

[0031] Turning now to FIGS. 4A, 4B and 4C illustrative embodiments of a scribing head 240A, 240B and 240C are shown respectively. In all embodiments, the scribing head 240A, 240B and 240C may be formed to include incrementally increasing sizes one behind another. Scribing head 240A employs a plurality of scribing wheels 410 disposed orthogonally to one another around the scribing head 240A. Scribing head 240B employs orthogonally arranged tapered fins 420 extending outwardly from a central core 430. Similarly, scribing head 240C employs a series of pins 240 having incrementally increasing length in a row disposed about a central core 450 where pins may be tapered rearwardly relative to the direction in which the scribing head is pulled. The scribing surfaces of the scribing wheels, fins and/or pins may be sharpened, further they may include embedded diamond or other abrasive material, still further they may be carbide tipped.

[0032] As shown in FIG. 5, a modular scribing head 540 may be employed. The scribing head includes a central body 510 with one or more modular scribing arrays 520 disposed about the central body 510. Each of the modular scribing arrays 520 include one or more scribing elements 530 disposed and arranged thereon. Scribing elements 530 may be of any type or style as discussed above with respect to FIGS. 4A, 4B and 4C. The scribing arrays 520 are modular and affixed to the central body 510 with removable fasteners such as bolts 550 such that as the scribing elements 530 on the scribing array 520 become worn, the worn scribing array 520 can be removed and replaced.

[0033] In one embodiment, illustrated at FIGS. 6 and 7, the method of the present disclosure may be employed to complete the pipe scribing, separating and in-ground encapsulation of asbestos pipe (AC pipe) that is buried down 12-14 feet deep in a site proximate a saltwater beach. The existing AC pipe is suffering a blockage that first must be removed. Removal of blockage in the line is accomplished via a sheet pile work pit. 30-foot long sheet piles will be driven adjacent to the blocked portion of the existing pipe. Once exposed 2 feet of the existing pipe is cut and removed to allow removal of the blockage therein. Then the cut 2-foot section is re-secured in place and backfilled and the sheet piling is removed.

[0034] As is known in the art, a launch ramp for new 8 HDPE pipe is established at an existing manhole at one end of the AC pipe to be repaired. At an existing manhole at the other end of the AC pipe to be repaired a winch is set up to pull a scribing head, a dispensing assembly and an HDPE lining system into the AC pipe. The dispensing head is attached to the bullet head pulling the HDPE pipe in. This will disperse the reinforcing material that will encapsulate the old AC pipe and surrounding soil. The reinforcing material will be applied at 3-6 gal per minute as needed at the required pressure, in a 360-degree circumference to flood the inside of the AC pipe as it is being scribed. The reinforcing material, in liquid form, will expand once in the presence of moisture and bind up all the shavings of the AC pipe during the pipe scribing as the head is pulled down the pipeline. The AC pipe will gently be separated into two pieces by the new HDPE pipe being pulled inside of the old AC pipe. The reinforcing material will be forced into the surrounding ground as the new pipe goes into place. The reinforcing material will have a triggered set time prior to expansion. The new HDPE pipe will be bound to the old AC pipe.

[0035] It can therefore be seen that the present disclosure provides a method and system for safely and economically reinforcing and encapsulating underground asbestos-containing pipe. It can be further seen that the present disclosure provides a system having an internal guide head with scribing elements for scribing and separating the walls of the old pipe thereby allowing the halves of the pipe it to be spread apart in order to accommodate the application of a reinforcing material and the installation of a structural liner. For these reasons, the present disclosure is believed to represent a significant advancement in the art, which has substantial commercial merit.

[0036] While there is shown and described herein certain specific structure embodying the invention, it will be manifest to those skilled in the art that various modifications and rearrangements of the parts may be made without departing from the spirit and scope of the underlying inventive concept and that the same is not limited to the particular forms herein shown and described except insofar as indicated by the scope of the appended claims.