A masonry form system including a plurality of masonry form members, wherein the plurality of masonry form members may include opposing vertical side walls; and a connector mechanism on at least one end of each of the plurality of masonry form members; and wherein, the plurality of masonry form members may be configured to be connected together via the connector mechanisms. A method of using a masonry form system including providing a masonry form system, selecting and positioning the selected plurality of masonry form members based on a pre-determined plan to form a desired masonry form; and connecting the selected and positioned plurality of masonry form members together.

A concrete form system including a barrier, a connection member, and a wall-base mold. In operation, two rows of barriers are connected with a connection member to define a channel for a concrete mixture. The concrete mixture is poured into the channel to form and set. The wall-base mold may be used to provide an additional extension to the channel used in construction. The wall-base mold is useful to aid in the construction of a residential building. The concrete form system is useful for providing a reusable concrete form.

A concrete form system including a barrier, a connection member, and a wall-base mold. In operation, two rows of barriers are connected with a connection member to define a channel for a concrete mixture. The concrete mixture is poured into the channel to form and set. The wall-base mold may be used to provide an additional extension to the channel used in construction. The wall-base mold is useful to aid in the construction of a residential building. The concrete form system is useful for providing a reusable concrete form.

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.

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.

An industrialized construction process is provided in which the filling material (8) is poured in situ on empty segments (3) prefabricated ex situ. The process comprises the prefabrication of empty segments (3) including the assembling of steel reinforcement elements (9) and assembling fixing elements (4) whereby these comprise rigid elements (22) and at least part of the moulds (13), which occur at a location (5) ex situ; transport and placement of the empty segments (3) in the final position in the structure (1); pouring the filling material (8); consolidation or curing of the filling material; prestressing the structure (1); and removal of the moulds (13) and fixing elements (4). The present invention also relates to a construction system adapted for carrying out the construction process.

An industrialized construction process is provided in which the filling material (8) is poured in situ on empty segments (3) prefabricated ex situ. The process comprises the prefabrication of empty segments (3) including the assembling of steel reinforcement elements (9) and assembling fixing elements (4) whereby these comprise rigid elements (22) and at least part of the moulds (13), which occur at a location (5) ex situ; transport and placement of the empty segments (3) in the final position in the structure (1); pouring the filling material (8); consolidation or curing of the filling material; prestressing the structure (1); and removal of the moulds (13) and fixing elements (4). The present invention also relates to a construction system adapted for carrying out the construction process.

A corner form apparatus having a rigid, angled form with a pair of leg sections and a plurality of gussets extending between the leg sections. A post is mounted for axial sliding back-and-forth movement within openings formed in the gussets between a pour position and a stripped position. A linear actuator is mounted between the rigid, angled form and the post and a pair of extension mounting arms are pivotally attached to the post at a first end and pivotally attached to each to an associated form extension using slotted holes at a second end whereupon movement of the post between the pour position and the stripping position moves each of the form extensions from a position coplanar with a corresponding one of the rigid, angled form leg sections in the pour position inwardly to a stripped position.