Described are embodiments of a modular adjustable linear shower drain system. The drain system is customizable in overall length by cutting portions of the drain system while on-site and prior to assembly. The individual components of the system are made to an oversized, or standard, length and then cut to a desired installation size. Once cut on-site, the components are fit together forming the modular adjustable linear shower drain system. The drain system also includes a height-adjustable shower grill that can be set to match a surrounding tiled area height and angle. The shower grill height is set by adjusting screws disposed in the shower grill and which are in contact with portions of the drain system.

A ligature mitigation drain apparatus and method is disclosed which comprises an outer ring, an inner ring, and a termination ring. The outer ring surrounds the inner ring, and the inner ring surrounds the termination ring. The outer ring further comprises at least two extensions extending toward and touching the inside ring and the inner ring further comprises at least two extensions extending toward and touching the termination ring.

A method for interconnecting floor drains includes attaching a first elbow fitting to an existing floor drain through an existing floor. A second elbow fitting is attached to a new floor drain that is to extend through a new floor overlying the existing floor. An extension pipe extends between the spaced first and second elbow fittings to create a fluid pathway between the new floor drain and the existing floor drain.

An adjustable drain having catch basin defining: a pan with a pan seating portion along a pan perimeter surface; and a pan base that slopes downwardly and inwardly from the pan seating portion to a pan aperture for water flowthrough, an inner tube that is integral with the pan aperture having an inner tube peripheral wall that extends into an underside of the catch basin; and a pan lip extending upwardly from the pan perimeter surface to position the cover against the pan, the pan lip and inner tube are unitary with the pan to form a leakproof transition; an outer tube disposed below the pan base, the outer tube having an outer tube top end and an outer tube peripheral wall extending downwardly from the outer tube top end to an outer tube bottom end, wherein the inner and outer tubes are telescoping tubes.

A tile drain and method of installing a tile drain is provided. The tile drain includes a drain body and a drain cover. The drain body defines a top opening, top weep apertures, and bottom weep apertures. The top opening receives the drain cover and serves as the primary drain for the tile drain. The top weep apertures are positioned below a top layer, such as a tile layer, of the base so as to receive fluid positioned between the top layer and a top waterproofing layer of the base. The sub weep apertures are positioned below the top waterproofing layer of the base so as to receive fluid positioned between the top waterproofing layer and a bottom waterproofing layer of the base. The drain body is encapsulated within the base, but the drain cover is adjustable relative to, and removable from, the drain body.

A method of installing a trough or trench for containing a cryogenic spill, includes the step of constructing multiple precast concrete sections at a first location, each section having a bottom wall and spaced apart side walls connected to and extending up from the bottom wall. Each section has end portions that enable connection to another concrete section. The method includes (at the first location), preparing multiple panels of polymeric concrete material by filling one or more molds with a slurry or liquid polymeric concrete material and after time allowing the material to cure and harden. At the first location, one or more of the panels is adhered to the bottom wall and side walls of each concrete section using an adhesive. After adhering of the panels to the concrete sections, the concrete sections are transported from the first location to a second location that is remote from the first location. At the second location, the concrete sections are connected together using connections that join one end portion of a concrete section to and end portion of another concrete section. In one embodiment, the trough or trench is placed next to a pipe rack having cryogen containing flow lines. A slab and riser arrangement preferably channel any spill to the trough or trench.

A method of installing a trough or trench for containing a cryogenic spill, includes the step of constructing multiple precast concrete sections at a first location, each section having a bottom wall and spaced apart side walls connected to and extending up from the bottom wall. Each section has end portions that enable connection to another concrete section. The method includes (at the first location), preparing multiple panels of polymeric concrete material by filling one or more molds with a slurry or liquid polymeric concrete material and after time allowing the material to cure and harden. At the first location, one or more of the panels is adhered to the bottom wall and side walls of each concrete section using an adhesive. After adhering of the panels to the concrete sections, the concrete sections are transported from the first location to a second location that is remote from the first location. At the second location, the concrete sections are connected together using connections that join one end portion of a concrete section to and end portion of another concrete section. In one embodiment, the trough or trench is placed next to a pipe rack having cryogen containing flow lines. A slab and riser arrangement preferably channel any spill to the trough or trench.

The embodiments of the present disclosure provide a system for removing particulates from liquid. The system may comprise a base, a tubular body extending upwardly from the base, a liquid quality device located above the base, a sump region located between the base and the liquid quality device, and a plurality of drag-inducing portions positioned in the sump region and projecting inwardly toward a central axis of the sump region. The tubular body may comprise an inlet and an outlet. The plurality of drag-inducing portions may comprise a first set of drag-inducing portions, a second set of drag-inducing portions, a third set of drag-inducing portions, and a fourth set of drag-inducing portions. The first, second, third, and fourth sets of drag-inducing portions may be positioned equidistant from each other and at a same height around a perimeter of the sump region.

A sump overflow protection system for use in a building having a floor and a drainage field for collecting water from the perimeter of the building. The sump overflow protection system includes a portion of the floor proximal an opening of a sump crock having a first level defining a base and wherein the rest of the bottom floor generally has a second level higher than the first level of the basin surface of the floor and communicates water overflowing the sump crock to an outlet coupled to a building drainage outlet separate from the sump crock and to be located in the basin surface of the floor and spaced a predetermined distance from the sump crock.

A concrete form for installing a bath filler includes a base having an exposed top surface, a perimeter wall extending along each side of the base and oriented perpendicular to the base, and a rim extending from a top edge of the perimeter wall outwardly from the exposed top surface. The concrete form includes at least one notch disposed along the rim, such that the at least one notch is configured to align with a desired location of the bath filler. The concrete form includes a drill template corresponding with the notches. The drill template includes a plurality of markers configured to indicate drill-hole placement.