Traditional mudjacking is a technique that has been used for decades to raise sunken concrete slabs. Mudjacking utilizes a cement-based grout mixture that is hydraulically pumped under a concrete slab. After the voids in the concrete slab are filled, the pressure from pumping in the material supports and lifts the concrete slab.
Scrap material of polyurethane foam is widely available, in the form of foam trimmings, foam buns, foam skin, changeover blocks, off-specification material, polyurethane powder, molding mushrooms, fabrication scrap, post-consumer waste, or a combination thereof. The inventor has discovered that this recycled and reconditioned polyurethane foam scrap can be utilized to raise concrete slabs in lieu of the cement-based grout mixture. The polyurethane foam scrap is recycled and reconditioned into a two-part polyurethane foam that reacts and expands with enough force to fill voids, raise concrete, and underseal concrete slabs, foundations and structures.
The two-part polyurethane foam for lifting concrete is mixed at a 1:1 ratio. The two-part polyurethane foam includes part one, which is isocyanate (“Part A”), and part two (“Part B”) is a polyol. The polyol includes up to about 40% material made from recycled foam (such as old care seats, steering wheels and any type of cast off foam products). This recycled polyol is reconditioned by adding new polyols and during the reconditioning process, the resulting polyurethane foam is configured to have a particular density.
Polyurethane Foam=Part A (isocyanate)+Part B (recycled polyol and new polyols)
Density is defined by how much the finished product (“Part A” and “Part B” mixed together at a 1:1 ratio) weighs per cubic foot of finished material. When “Part A” and “Part B” are mixed together at a job site, a chemical reaction occurs causing the mixed materials to expand. When the mixed materials are injected under concrete slabs, the expansion force is strong enough to cause the concrete slabs to raise.
The two-part polyurethane foam includes several formulations with different densities and are designed for different applications. In one formulation, the polyurethane foam is light weight and fast reacting, which is ideal for residential concrete lifting. In another formulation, the polyurethane foam is of high density, which is ideal for lifting heavy slabs, such as highways and industrial flow projects with heavy traffic. Another formulation is used for joint stabilization and undersealing when material flow is required. In yet another formulation, a single component polyurethane foam is designed to bind and stabilize loose soils. One of the key benefits of using the recycled and reconditioned polyurethane foam is that it is preformulated with the characteristics needed for specific jobs. The two-part polyurethane foam formulations (e.g., 2, 3, 4, and 5 pound formulations) also feature a compressive strength of about 20 psi up to about 150 psi which may be necessary to hold the raised concrete in place no matter what the traffic or load that is applied to it.
In one aspect, the invention provides a method of manufacturing polyurethane foam for concrete lifting. The method includes depolymerizing a polyurethane scrap to form a polyurethane solution, subjecting the solution to propoxylation to form a polyol, and mixing the polyol with new polyol and isocyanate to form polyurethane foam.
In another aspect, the invention provides a system for manufacturing polyurethane foam for concrete lifting. The system includes a chemolysis reactor, a propoxylation reactor, and a mixer. The chemolysis reactor is capable of depolymerizing polyurethane scrap. The propoxylation reactor is connected to the chemolysis reactor and is capable of forming a polyol out of the depolymerized polyurethane scrap. The mixer mixes the polyol with new polyol and isocyanate to form polyurethane foam.
Other aspects of the invention will become apparent by consideration of the detailed description and accompanying drawings.
It should be understood that the invention is not limited in its application to the details of construction and the arrangements of the components set forth in the following description or illustrated in the above-described drawings. The invention is capable of other embodiments and of being practiced or being carried out in various ways. Also, it is to be understood that the phraseology and terminology used herein is for the purpose of description and should not be regarded as limiting.
A “polyurethane foam” as used herein refers to polymers that contain the molecular structure of urethane—(—NH—CO—O—)—, urea—(—NH—CO—NH—)—, or both. Such polymers are typically obtained by reacting polyisocyanates with isocyanate-reactive compounds such as polyols, often using foaming agents.
The depolymerized polyurethane foam 20 initially forms a polyurethane solution 50, also referred to as polyol initiator. The polyurethane solution 50 is filtered to remove any impurities or contaminants that are not glycolyzed. The filtered polyol initiator is then combined with propylene oxide 60 in a propoxylation reactor 70. During the propoxylation, the molecular weight distribution and the molecular weight of the final polyol product 80 can be suitably adjusted. Thus, the density of the polyol product 80 can be tuned depending on the usage requirements or preferences for the particular application.
New polyols 90 are added to the polyol product 80 to form Part B in the above formula. The Part B mixture is blended or mixed with Part A (e.g., virgin isocyanate) in a mixer. After a suitable rise time, polyurethane foam will form. The foam may be subsequently cured by contacting the foam with hot air. In concrete lifting, the foam may be injected under a slab to fill voids and raise the slab.
In one embodiment, Part B is manufactured by the following steps:
The components of Part B noted in the steps above result in the following ratio for a high density foam used for lifting heavy slabs, such as for highways and industrial flow projects with heavy traffic:
InfiGreen 420A and InfiGreen 420E are polyols manufactured by InfiChem Polymers LLC. TCPP is tris (1-chloro-2-propyl) phosphate. JeffCat ZF-10 is an amine catalyst manufactured by Huntsman International LLC. Niax A-33/Cellcat 33 is a catalyst manufactured by Momentive Performance Materials Inc. Dabco T-12 Catalyst is a catalyst manufactured by Air Products and Chemicals, Inc. InfiGreen Catalyst is a catalyst manufactured by InfiChem Polymers LLC.
For example, the net filling weight for a drum is 450 lbs. Based on the ratios in the table above, the resulting amounts for each component of Part B for a drum is:
An illustrative embodiment of the system and method of manufacturing polyurethane foam for concrete lifting is described below.
Polyurethane foam scrap was purchased from a commercial source. The purchased scrap material was put into a grinder and super-heated in a glycolysis reactor with glycol. The resulting polyurethane solution was combined with propylene oxide to form a polyol product. The polyol product was blended with new polyols and virgin isocyanate to form polyurethane foam. The gel time for the foam was about 15 seconds. The exothermic peak was at about 110° C., which was at about 24 seconds after the mixing. The tack-free time was about 51 seconds.
The average density of the resulting polyurethane foam was measured according to ASTM D1622 as about 64 kg/m3. The peak compressive strength was measured according to ASTM D1621 as about 0.62 MPa at a peak strain of about 7%. The compressive yield stress was measured as about 0.69 MPa at a yield strain of about 8%. The average tensile strength was measured according to ASTM D1623 as about 0.59 MPa at an elongation of less than about 5%. The average volume change during thermal and humid aging was measured according to ASTM D2126 as less than about 1%.
It is understood that the invention may embody other specific forms without departing from the spirit or central characteristics thereof. The disclosure of aspects and embodiments, therefore, are to be considered as illustrative and not restrictive. While specific embodiments have been illustrated and described, other modifications may be made without significantly departing from the spirit of the invention.
Various features and advantages of the invention are set forth in the following claims.
This application is a divisional of U.S. patent application Ser. No. 14/146,208, filed on Jan. 2, 2014, which claims priority to U.S. Provisional Application No. 61/749,127, filed on Jan. 4, 2013.
Number | Date | Country | |
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61749127 | Jan 2013 | US |
Number | Date | Country | |
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Parent | 14146208 | Jan 2014 | US |
Child | 15447017 | US |