Corrugated septic tank with strengthening features
View Patent ↗A molded thermoplastic tank for use as a septic tank or storage tank when buried in soil has a combination of transverse peak and valley corrugations in combination with one or more lengthwise peak corrugations, to provide in effect a molded-in beam structure. The lengthwise corrugations may be at the top, between spaced apart access ports, along the bottom. In one embodiment, the top has an H-shape pattern beam structure. In another embodiment separately formed plastic beams and or a combination of vertical and horizontal struts are inside the tank.
1. A molded plastic tank for receiving and treating wastewater, having a generally oblong body comprised of a plastic wall and opposing end caps spaced apart along the tank length, the body having a generally rectangular or circular cross section; the tank having at least two spaced apart access ports at the top of the tank, disposed on either side of the midpoint of tank length, for providing access to the interior of the tank during use; the body wall having a plurality of corrugations running transverse to the tank length on the sides of the tank and on at least a portion of the top of the tank; said wall at the top of the tank shaped as a molded-in beam structure comprised of (a) at least one peak corrugation running lengthwise along the tank top from proximity of one access port to proximity of the other access port and (b) a lengthwise valley corrugation on each side of said at least one lengthwise peak corrugation, to space apart the lengthwise corrugation from the ends of at least some of said transverse corrugations at the top of the tank.
2. The tank of claim 1 wherein said single lengthwise peak corrugation is connected at each end to a transverse peak corrugation which runs across the top of the tank in proximity to a port, the combination of three peak corrugations creating an H shape integral beam structure.
3. The tank of claim 2 wherein said ports comprise circumscribing ring structures, further comprising one or more bridge connectors connecting a port ring structure to a proximate transverse corrugation of said H shape beam structure.
4. The tank of claim 1 further comprising: at least one lengthwise peak corrugation forming an integral molded-in beam structure running substantially along the length of the bottom of the tank.
5. The tank of claim 4 , wherein a lengthwise peak corrugation at the top of the tank and a lengthwise peak corrugation at the bottom of the tank each provide lengthwise cavities within the interior of the tank, further comprising: a separate component beam positioned within the interior cavity of at least one of said lengthwise peak corrugations.
6. The tank of claim 1 further comprising lengthwise bands on opposing sides of the tank, running along the midpoint elevation of the tank and intersecting the transverse corrugations running vertically on the sides of the tank.
7. The tank of claim 1 wherein the tank body has a generally rectangular cross section; and, wherein each opposing tank end cap comprises: (a) a plurality of buttresses or steps at each of the two top corners, and (b) a horizontal end beam.
8. The tank of claim 4 further comprising: (a) at least two lengthwise peak corrugations at the bottom of the tank; (b) a lengthwise valley corrugation in the center of the bottom of the tank, between said lengthwise peak corrugations; and, (c) at least one bridge running transverse to said at least one valley corrugation, to interconnect the lengthwise peak corrugations.
9. A molded plastic tank for receiving and treating wastewater, having a generally oblong body comprised of a plastic wall and opposing end caps spaced apart along the tank length, the body having a generally rectangular or circular cross section; the tank having at least two spaced apart access ports at the top of the tank, disposed on either side of the midpoint of tank length, for providing access to the interior of the tank during use; the body wall having a plurality of peak corrugations and valley corrugations running transverse to the tank length on the sides of the tank and across a portion of the bottom of the tank; at least two peak corrugations running lengthwise along the wall at the bottom of the tank; a valley corrugation running lengthwise between said at least two peak corrugations; and, a plurality of bridges running transverse to said at least one valley, to interconnect the lengthwise peak corrugations, wherein at least one bridge is discontinuous with a transverse-running peak corrugation.
10. The tank of claim 9 wherein said at least two peak corrugations run along substantially the whole length of the bottom of the tank.
11. The tank of claim 9 having four peak corrugations and three valley corrugations and a multiplicity of bridges.