A concrete form clip includes a main clip body, a first channel, a second channel, and at least one anchoring feature so that the concrete form clip can receive a form mat and secure to the ground surface. The first channel is terminally connected to the main clip body from top, and the second channel is terminally connected to the main clip body from bottom. As a result, the main clip body, the first channel, and the second channel are able to receive the form mat. The concrete form clip can be secured to the ground surface with the at least one anchoring feature through a wooden stake and/or a metal stake. The form mat and multiple concrete form clips collectively delineate the section shape of the area that concrete is poured.

A striking element for striking a construction component from a concrete section, including an anchor section positionable relative to a portion of the concrete section, and a support section configured to support a load of a construction element, the support section configured to vertically lower the construction element.

The disclosure provides for pool step forms and related methods for forming steps in a pool formed by wall panels. The step forms may include a wall panel insert configured for insertion between adjacent pool wall panels. The step forms may include one or more step form brace configured to couple with the wall panel insert and, thereby, the wall panels. The step forms may include riser forms that from riser portions of the stairs when the step forms and riser forms are coupled. The pool stair forms may be filled with filling material to form tread portions of the stairs. The pool stair forms may include liner support members coupled to the step form braces and/or the wall panels that facilitate the coupling of a liner to the stairs formed by the pool stair forms and filling material.

A form assembly is provided for forming a concrete structure during setting of the concrete. Included in the form assembly are a first barrier assembly having a first inner surface and a first outer surface; a second barrier assembly having a second inner surface, a second outer surface, an upper barrier, and a lower barrier. A channel is defined by the first and second inner surfaces of the first and second barrier assemblies for pouring the concrete into the channel. The second barrier assembly includes at least one height adjustment assembly being connected at one end to the upper barrier, and at an opposite end to the lower barrier such that the upper barrier vertically reciprocates along a vertical guide of the upper barrier relative to the lower barrier for adjusting an overall height of the form assembly using the at least one height adjustment assembly.

A form assembly is provided for forming a concrete structure during setting of the concrete. Included in the form assembly are a first barrier assembly having a first inner surface and a first outer surface; a second barrier assembly having a second inner surface, a second outer surface, an upper barrier, and a lower barrier. A channel is defined by the first and second inner surfaces of the first and second barrier assemblies for pouring the concrete into the channel. The second barrier assembly includes at least one height adjustment assembly being connected at one end to the upper barrier, and at an opposite end to the lower barrier such that the upper barrier vertically reciprocates along a vertical guide of the upper barrier relative to the lower barrier for adjusting an overall height of the form assembly using the at least one height adjustment assembly.

A system for retaining a flowable and curable building material to form a portion of a foundation includes side walls disposed in a predetermined configuration having a first side wall and a second side wall, and at least one component having an interior cavity disposed in one of the side walls. A bracket assembly includes at least one inwardly bounding reinforcement post and at least one outwardly bounding reinforcement post, a separator bar having a plurality of apertures sized to receive and retain each of the reinforcement posts at locations corresponding to nominal widths of the at least one component. A barrier is disposed between the outwardly bounding and inwardly bounding posts. The component in the side wall is retained in the foundation after the building material cures. The barrier prevents backfill from filling a volume between the outwardly bounding and inwardly bounding posts.

A system for retaining a flowable and curable building material to form a portion of a foundation includes side walls disposed in a predetermined configuration having a first side wall and a second side wall, and at least one component having an interior cavity disposed in one of the side walls. A bracket assembly includes at least one inwardly bounding reinforcement post and at least one outwardly bounding reinforcement post, a separator bar having a plurality of apertures sized to receive and retain each of the reinforcement posts at locations corresponding to nominal widths of the at least one component. A barrier is disposed between the outwardly bounding and inwardly bounding posts. The component in the side wall is retained in the foundation after the building material cures. The barrier prevents backfill from filling a volume between the outwardly bounding and inwardly bounding posts.

Embodiments described herein relate to construction of subsurface structural elements that are configured to redirect soil forces. For instance, a form may be used to construct a subsurface structural element such that the subsurface structural element redirects soil forces to vertically displace a foundation rather than have the soil forces crack or otherwise damage the foundation.

Embodiments described herein relate to construction of subsurface structural elements that are configured to redirect soil forces. For instance, a form may be used to construct a subsurface structural element such that the subsurface structural element redirects soil forces to vertically displace a foundation rather than have the soil forces crack or otherwise damage the foundation.

A sideform assembly (9) includes a sideform (11) defining an attaching formation (13, 14) on an operatively rear wall (12). A mounting bracket assembly (10) comprises a connector plate (16) for supporting the sideform (11) and includes an engaging component (21) for engaging the attaching formation (13, 14) of the sideform (11). A mounting member (18) is carried by the connector plate (16) for mounting the connector plate (16) to a substrate.