Concrete Cutting Cutter Bellingham MA Mass Massachusetts

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�We Specialize in Cutting Doorways and Windows in Concrete Foundations�

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Bellingham Massachusetts Concrete Cutting and Core Drilling

The permanence of concrete is an essential in its use for concrete footings and foundations especially in Bellingham Massachusetts. Other materials may rot, rust and deteriorate, but concrete foundations that are subjected to constant moisture continues to strengthen indefinitely. A concrete foundation completely made of concrete is clean and sanitary, the concrete does not in any way affect the water or its taste, and it will last indefinitely without further expenditures for upkeep. Construct concrete forms of tongued and grooved spruce lumber if possible, set them carefully, and hang the inside from cross-pieces attached to the outside concrete form. By placing one board about four inches wide on the inside concrete form at the top floor line, the entire foundation� can be poured in one operation, concrete footings and all, making the structure monolithic throughout, and eliminating the possibility of leaky seams. This board is necessary to prevent the fresh concrete in the wall from bubbling under the concrete form into the foundation interior. The concrete should be mixed in proportions of 1: 2: 3, being 1 part of portland cement, 2 parts of sand, and 3 parts of crushed stone and gravel, graded in size from 4 inch to 1 inch. This should be poured in layers of about six inches and mixed as dry as possible. Machine mixing is preferred, as the concrete can then be thoroughly mixed to the proper consistency with a minimum of water content. Once the concrete forms have been removed then the concrete cutting and core drilling can be performed. This is accomplished using a concrete cutting wall saw that has a diamond blade connected to it. The doorways and windows can be cut and removed prior to the commencement of the framing and other construction. The concrete should be thoroughly spaded to consolidate the aggregate and insure a close bond with the steel reinforcing rods, which is installed prior to the concrete foundation being poured or the pouring of the concrete. These bars should be securely wired at each intersection and held in place. The use of cross wires from the inside to the outside concrete form is not recommended, because they cannot be removed and they eventually will rot out and leakage will then occur. Spreaders may be used between the inner and outer concrete forms to prevent any shifting, but they must be removed as the concrete rises. The floor of the home should be finished with a steel trowel immediately and the concrete forms should be removed from the inside as soon as the concrete is hard enough, and any air holes or rock pockets immediately filled and trowel smooth. A thin plaster coat of 1:2 mortar mix will make a good bond with the wall concrete, and present an impervious surface, through which water cannot pass. This should be finished smooth with a steel trowel. In building the large concrete foundation the same methods and mixtures should be used as those described for the construction of the smaller trough. The list of reinforcing material is shown on the plan. The twenty horizontal wall rods should be bent to carry around the corners, lapping a foot at the center of the ends and sides.