A construction module for a structure, comprising: a formwork member that includes a base, a pair of parallel side walls that extend upwardly from the base, and a pair of parallel end walls. The base, the side walls and the end walls define a cavity for reinforcement and concrete. A reinforcement member includes an upper portion and a lower portion. When the reinforcement member is located in the cavity and concrete fills the cavity, the lower portion of the reinforcement member and the concrete define an elongate beam.

A round pocket isolating form is placed around column footer before a concrete form is poured, to keep concrete away from anchor bolts protruding upward from the footer. A round lid for the form is also disclosed.

A free floating modular concrete footing system uniformly secures concrete forms without the need to secure vertical rods into the soil. A rigid form of a predetermined length spans atop a desired footing width to capture and secure opposing panels creating the footing form. Panels capable of supporting a concrete or similar matrix, are aligned on edge to create the desired form. The lower edge of a first panel form is in contact with the soil surface while the upper edge resides within a first channel of a modular concrete footing device.

A construction module for a structure, comprising: a formwork member that includes a base, a pair of parallel side walls that extend upwardly from the base, and a pair of parallel end walls. The base, the side walls and the end walls define a cavity for reinforcement and concrete. A reinforcement member includes an upper portion and a lower portion. When the reinforcement member is located in the cavity and concrete fills the cavity, the lower portion of the reinforcement member and the concrete define an elongate beam.

A prefabricated formwork is disclosed. The prefabricated formwork of the present disclosure comprises at least one bracket comprising a first slot and a second slot, at least one first wall configured to be inserted into the first slot of the at least one bracket, and at least one second wall configured to be inserted into the second slot of the at least one bracket. The prefabricated framework may further comprise at least one support having at least one groove configured to receive the at least one bracket.

Data Input Output (I/O) processing interfaces such as the typical Network Interface Controller (NIC) do not prevent a hacker from accessing sensitive device memory data. The existing typical NIC establishes the cyber data handshake with no data security layer or discriminant response to the data traffic content while performing protocol specification IEEE 802.x. The Security Network Interface Controller SNIC embodiment, collocated with the existing the NIC interface circuit location, provides preprocessing/filtering of the incoming message packet data for malware and Hacker threats, to secure the network device memory and prevent serious damage or data loss. The Security Network Interface Controller (SNIC) embodiment method with autonomous response to the hacker ensures that the device memory is never breached, but the hacker will think they have gained access to the targeted device memory while intelligence on the Hacker is reported.

A formwork for providing a plinth with concrete frame and with exposed horizontal reinforcing bars, is disclosed. The framework has a base the shape of which in plan view corresponds to the concrete frame. Each side of the base is provided with inner and outer lateral containment walls which extend vertically from the base to make a casting chamber for the concrete. The inner walls have a plurality of openings for the insertion from above of a plurality of longitudinal reinforcing bars. At least one of the outer walls is provided with a plurality of openings for the insertion by transverse sliding of a plurality of transverse reinforcing bars. The openings are provided with inflatable elements which are configured to transition from a deflated configuration, in which the bars can freely slide in the openings, to an inflated configuration, in which the bars are locked in position. The chamber is watertight in order to prevent concrete from coming out during casting.

A cement form includes a first surface arranged vertically and configured to support a volume of cement, a second surface arranged horizontally and configured to contact a ground support surface. The cement form includes a foam material and has a wedge cross-sectional shape.

A construction module for a structure, comprising: a formwork member that includes a base, a pair of parallel side walls that extend upwardly from the base, and a pair of parallel end walls. The base, the side walls and the end walls define a cavity for reinforcement and concrete. A reinforcement member includes an upper portion and a lower portion. When the reinforcement member is located in the cavity and concrete fills the cavity, the lower portion of the reinforcement member and the concrete define an elongate beam.

A module for constructing foundations for a structure, comprising: a plurality of formwork members that define a pair of side walls that define a space between the side walls; thereto to hold the side walls in a spaced relationship; a three dimensional reinforcement cage that includes the brace, a plurality of first members, and a plurality of second members perpendicular to the first members, the first members coupled to at least the brace and the second members coupled to at least one of the plurality of the first members and the brace, wherein the cage forms an internal support within the space between the side walls for receiving a settable material, such that the side walls become integrated with the internal support as the settable substrate sets, to form the module.