The present disclosure relates generally to construction materials, and, more particularly, to a mechanically secured block building system accommodating the passage of pipes therethrough.
Existing unitized post tension systems address methods and systems to rapidly build structures, including walls with for use as flat deck, wider wall systems and large grade beams. Recent unitized post tension systems facilitated improvements to traditional construction systems and their limitations. These recently developed systems do not require special skills or tools to construct, do not require elaborate bracing, provide immediate occupancy, do not require water, mortar, and/or curing time, and are re-useable if desired since the constituent blocks are not destroyed when disassembled and moved. While the recent systems represent significant improvements over traditional building systems, such as a decrease in time to build or rebuild areas with minimal skilled labor and provide a far superior and more consistent strength structure than the traditional mortar constructed structure, these systems still have room for improvement. The present novel technology is directed to such improvements.
In one aspect, a set of building components of a mechanically secured block building system for constructing structures include a plurality of trough blocks. Each trough block has an interior cavity characterized by a U-shaped cross section and a pair of oppositely disposed inner ledges recessed relative to top surfaces of opposing outer walls. A bottom of each trough block includes a plurality of apertures therethrough. In an assembled configuration of the trough blocks, the trough blocks are mechanically secured in an end-to-end arrangement and the interior cavities align to define a continuous pipe channel therethrough.
In another aspect, a mechanically secured block building system for constructing structures includes a plurality of concrete masonry units. Each concrete masonry unit defines a length and a width and includes a plurality of through cavities extending from a top surface of the concrete masonry unit to a bottom surface of the concrete masonry unit. An anchor bar channel is formed in the top surface along the length of the concrete masonry unit. The system also includes a plurality of anchor bars with each anchor bar including an elongated body with first and second sets of apertures extending through the elongated body at opposing ends thereof. Each of the first and second sets of apertures are vertically aligned with one of the plurality of through cavities of the concrete masonry units when the anchor bar is positioned within the anchor bar channel. The system also includes a plurality of trough blocks. Each trough block has dimensions corresponding to each concrete masonry unit and has an interior cavity characterized by a U-shaped cross section. Each trough block also has a pair of oppositely disposed inner ledges recessed relative to top surfaces of opposing outer walls. A bottom of the trough blocks includes a plurality of apertures therethrough. The system further includes a plurality of cross bar pairs, with each cross bar pair including first and second cross bars, and each of the first and second cross bars including non-threaded apertures through opposing ends thereof and a centrally positioned set of apertures. The non-threaded apertures on opposing ends of the first and second cross bars are vertically aligned with the apertures through the bottom of the trough block when outer ends of the first and second cross bars are supported on the oppositely disposed inner ledges of the trough block. In an assembled configuration of the trough blocks, the trough blocks are mechanically secured in an end-to-end arrangement and the interior cavities align to define a continuous pipe channel therethrough.
In yet another aspect, a method of constructing a structure using the mechanically secured block building system described above is provided. The method includes a step of supporting outer ends of first and second cross bars of a first cross bar pair on the oppositely disposed inner ledges of a first trough block. Each of the first and second cross bars includes non-threaded apertures through opposing ends thereof and a centrally positioned set of apertures. The method also includes steps of positioning a first concrete masonry unit above the first trough block in a stacked configuration, and supporting a first anchor bar within the anchor bar channel of the first concrete masonry unit. The first anchor bar includes an elongated body with first and second sets of apertures extending through the elongated body at opposing ends thereof. The method also includes steps of passing a first bolt through a non-threaded aperture of the first set of apertures of the first anchor bar, a first through cavity of the first concrete masonry unit, and threading the first bolt into a threaded aperture of the centrally positioned set of apertures of the first cross bar, and passing a second bolt through a non-threaded aperture of the second set of apertures of the first anchor bar, a second through cavity of the first concrete masonry unit, and threading the second bolt into a threaded aperture of the centrally positioned set of apertures of the second cross bar.
For the purposes of promoting an understanding of the principles of the novel technology, reference will now be made to the embodiments illustrated in the drawings and specific language will be used to describe the same. It will nevertheless be understood that no limitation of the scope of the novel technology is thereby intended, such alterations and further modifications in the illustrated device, and such further applications of the principles of the novel technology as illustrated therein being contemplated as would normally occur to one skilled in the art to which the novel technology relates.
An exemplary building component of a mechanically secured block building system for constructing structures, according to the present disclosure, is shown in
The mechanically secured block building system of the present disclosure also includes a plurality of concrete masonry units 30, similar to a concrete masonry unit 30 of
Turning now to
Referring also to
Turning now to
Referring back to
Also shown in
First and second bolts 104, 106 are passed through the non-threaded apertures 72 of opposing ends of the first cross bar 68, corresponding apertures 22 through the bottom 20 of the first trough block 10, and are threaded into threaded apertures 64 of fingers 58 of the anchor member 50, with the various apertures described herein being positioned to accommodate such passage. Third and fourth bolts 108, 110 are passed through the non-threaded apertures 72 of opposing ends of the second cross bar 70, corresponding apertures 22 through the bottom 20 of the first trough block 10, and are threaded into threaded apertures 64 of fingers 58 of the anchor member 50.
As shown in
Turning now to
It should be understood that the above description is intended for illustrative purposes only, and is not intended to limit the scope of the present disclosure in any way. Thus, those skilled in the art will appreciate that other aspects of the disclosure can be obtained from a study of the drawings, the disclosure and the appended claims.
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Number | Date | Country |
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4344852 | Jul 1994 | DE |
1096076 | May 2001 | EP |