IPC분류정보
국가/구분 |
United States(US) Patent
등록
|
국제특허분류(IPC7판) |
|
출원번호 |
US-0948348
(2013-07-23)
|
등록번호 |
US-8607526
(2013-12-17)
|
발명자
/ 주소 |
|
출원인 / 주소 |
|
대리인 / 주소 |
|
인용정보 |
피인용 횟수 :
0 인용 특허 :
14 |
초록
A foundation form comprising a first barrier, an opposed second barrier oriented at a non-right angle toward the first barrier, and a plurality of ties engaging with the first barrier and the second barrier at a plurality of axial lengths.
대표청구항
▼
1. A method of constructing a footing-free building foundation comprising the steps of: erecting a first barrier;erecting an opposed second barrier oriented at a non-parallel angle toward the first barrier; andsecuring the first barrier to the second barrier with a plurality of ties at a plurality o
1. A method of constructing a footing-free building foundation comprising the steps of: erecting a first barrier;erecting an opposed second barrier oriented at a non-parallel angle toward the first barrier; andsecuring the first barrier to the second barrier with a plurality of ties at a plurality of different axial lengths such that the first barrier, the second barrier and the level ground define a void accessible through a space between an upper edge of the first barrier and an upper edge of the second barrier;filling the void with non-set concrete;allowing the concrete to cure;removing the first barrier and the second barrier from the cured concrete. 2. The method of claim 1, further comprising the step of arranging the first barrier orthogonally to a level ground beneath both the first barrier and the second barrier. 3. The method of claim 1, further comprising the step of arranging a base edge of each of the first and the second barrier are adjacent to the level ground. 4. The method of claim 1, further comprising the step of providing that a cross section of the void being shaped as a right trapezoid. 5. The method of claim 1, further comprising the step of providing that the level ground is non-cementitious, and, providing that once assembled, the form is free standing both before and after concrete has been poured into the form. 6. The method of claim 1, further comprising the step of providing that the plurality of ties are of at least three different axial length. 7. The method of claim 1, further comprising the step of providing that the plurality of ties have more than two engagement locations for releasably engaging with the first barrier and the second barrier. 8. The method of claim 1, further comprising the step of providing a plurality of latches, with at least one on each of the first barrier and the second barrier, that engage with each of the ties to prevent axial movement of the ties with relation to the first barrier and the second barrier. 9. The method of claim 1, further comprising the step of providing the ties have a plurality of clip heads, with a first clip head engaging with an edge of the first barrier and a second clip edge engaging with a edge of the second barrier. 10. The method of claim 9, further comprising the steps of engaging a base edge of each of the first barrier and the second barrier with base clip-ties, engaging an upper edge of each of the first barrier and the second barrier with upper clip-ties, and engaging intermediate edges of each of the first barrier and the second barrier with intermediate clip-ties. 11. The method of claim 10, further comprising the step of arranging the base clip-ties adjacent to a level ground beneath both the first barrier and the second barrier, arranging the upper clip-ties are farther spaced from the level ground, and arranging the intermediate clip-ties vertically between the upper clip-ties and the base clip-ties. 12. The method of claim 11, further comprising the step of providing the clip-ties further comprise a shank that supports the plurality of clip heads, providing at least one intermediate clip-tie has at a first axial location along the shank an upper coupling element on an upper side of the shank inclined at a first angle of inclination to the shank and at the same axial location an opposed lower coupling element on a lower side of the shank inclined at a second angle of inclination to the shank, and providing the second angle of inclination to the shank is neither congruent nor supplementary to the first angle of inclination to the shank. 13. The method of claim 1, further comprising the step of both providing the first barrier and the second barrier are planar, providing the first barrier has a uniform angle of inclination with respect to a level ground beneath both the first barrier and the second barrier, and providing the second barrier has a second uniform angle of inclination with respect to the level ground. 14. The method of claim 1, further comprising the step of providing both the first barrier and the second barrier are planar, and arranging the first barrier and the second barrier such that each has a congruent uniform angle of inclination with respect to a level ground beneath both the first barrier and the second barrier. 15. The method of claim 1, further comprising the step of providing at least one of the first barrier and the second barrier are not fully planar, and providing the other of the first barrier and the second barrier has a uniform angle of inclination with respect to a level ground beneath both the first barrier and the second barrier. 16. The method of claim 1, further comprising the step of providing at least one of the first barrier and the second barrier are comprised of a plurality of horizontal elongate panels. 17. The method of claim 1, further comprising the step of comprising at least one of the first barrier and the second barrier of a plurality of vertical elongate panels. 18. The method of claim 1, further comprising the step of comprising at least one of the first barrier and the second barrier of a plurality of elongate panels measuring between 90 inches and 130 inches along a first edge, and measuring between 16 inches and 36 inches along a second edge. 19. A method of constructing a footing-free building foundation comprising the steps of: placing a plurality of elongate panels adjacent to and orthogonal to a level ground to define an orthogonal barrier;placing a plurality of elongate panels adjacent to and at a non-right angle of inclination to the level ground to define an inclined barrier;securing the orthogonal barrier to the inclined barrier with a plurality of ties at a plurality of different axial lengths such that the orthogonal barrier, the inclined barrier and the level ground define a void accessible through a space between an upper edge of the orthogonal barrier and an upper edge of the inclined barrier;substantially filling the void in a single application with non-set concrete;allowing the concrete to cure;removing the orthogonal barrier and the inclined barrier from the cured concrete. 20. A foot free foundation form comprising a removable first barrier comprised of a first plurality of adjacent elongate panels;an opposed removable second barrier comprised of a second plurality of adjacent elongate panels oriented at a non-parallel angle toward the first barrier;a plurality of elongate ties each engage with the first barrier and the second barrier, the plurality of ties being a plurality of different axial lengths;a plurality of elongate braces attached to at least one face of at least one of the first barrier and the second barrier;the first barrier being arranged orthogonal to a level ground beneath both the first barrier and the second barrier;the second barrier being arranged at a an angle of inclination to the level ground between 75 degrees and 86 degrees;a base edge of each of the first and the second barrier being adjacent to the level ground, with the base edges of each of the first and the second barrier being laterally spaced between 16 inches and 24 inches from one another;the first barrier, the second barrier, and the level ground defining an interior void;a cross section of the interior void being shaped as a right trapezoid;the level ground being non-cementitious;the plurality of ties being of at least three different axial lengths;the plurality of ties including one of a plurality of engagement notches or a plurality of clip heads to engage with both the first barrier and the second barrier;the elongate panels measuring between 90 inches and 130 inches along a first edge, and measuring between 16 inches and 36 inches along a second edge;both the first barrier and the second barrier being planar, with the first barrier having a uniform angle of inclination with respect to the level ground, and the second barrier having a second uniform angle of inclination with respect to the level ground; andat least the first and the second barrier being removable after a concrete filling has cured.
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