An illustrative example embodiment of a protective cap assembly includes a plurality of protective caps each including a stem and a top plate. The top plates each have a plurality of edges. One of the edges of a first one of the protective caps is connected to an adjacent edge of a second one of the caps in a manner that allows for manually separating the first or second one of the protective caps from the assembly.

A method and system for forming a post-tensioned concrete slab using a post-tensioning concrete anchor. The system may comprise a connector anchor including a bore that includes a first frustoconical portion, and the connector anchor may be adapted to bear on the post-tensioning concrete anchor. The system may also comprise a coupler comprising a connector and a coupler body that includes a second frustoconical portion that is oriented oppositely to the first frustoconical portion. The connector may have a bore therethrough and may be configured to receive the coupler body and to engage the connector anchor. A pocket-forming cap may releasably engage the post-tensioning concrete anchor; the pocket-forming cap may include a frustoconical wall, a gripping head, and a connector-receiving portion. The method may include using the system to form a second concrete section adjacent to a first concrete section before stressing the first concrete section.

A system, method, and apparatus for post-tensioning in masonry-based system, especially concrete support systems. In one embodiment, a system is presented that can include an anchor, pocket-former, and bolt, wherein the pocket-former can be configured to engage each of the anchor and bolt to facilitate securing of the system to a form. In another embodiment, a method of post-tensioning is presented, wherein a tendon can be suspended at the live end via connections facilitated by a pocket-former. In another embodiment, a system and method of post-tensioning is presented that prevents a pocket and anchor from being contaminated with debris that could ultimately compromise the integrity of the tensioned material.

A protective cap to cover impalement hazards, by means of increasing the surface area associated with said hazard may include utilizing a metal plate embedded within a plastic/polymer cap, with a flat top and a receiving shaft housing below, with mechanical means of securing the cap to said hazard with a mechanical plunger. The mechanical plunger is driven from the exterior of the housing by means of rotating a threaded shaft to selectively engage the impalement hazard and compressively hold the protective cap to the impalement hazard.

A safety cap is to be used on linear members to provide a greater surface area on the end of the linear members. The cap has a platform and an attachment portion that is coupled to the platform. The attachment portion has two or more engagement members and two or more joint portions. Each joint portion couples two of the two or more engagement members together, and the two or more engagement members extend inward from the two or more joint portions.

A system, method, and apparatus for post-tensioning in masonry-based system, especially concrete support systems. In one embodiment, a system is presented that can include an anchor, pocket-former, and bolt, wherein the pocket-former can be configured to engage each of the anchor and bolt to facilitate securing of the system to a form. In another embodiment, a method of post-tensioning is presented, wherein a tendon can be suspended at the live end via connections facilitated by a pocket-former. In another embodiment, a system and method of post-tensioning is presented that prevents a pocket and anchor from being contaminated with debris that could ultimately compromise the integrity of the tensioned material.

A rebar cover includes a shaft having a first end and a bottom end with a central bore therethrough. A bar tie is extended into the central bore through one or more openings in a sidewall of the shaft. When inserted into the central bore, a looped portion of the bar tie may loop around the rebar. The bar tie includes a ratcheting mechanism to secure the rebar to the rebar cover. The ratcheting mechanism includes a release lever to place the ratcheting mechanism in an open position, thereby allowing the bar tie to be loosened and the rebar cover removed from the rebar.

A protective cap for covering an exposed end of any sized reinforcing bar (rebar or reinforced steel) is provided. The protective cap is configured to be affixed to an exposed end of the reinforcing bar and protect falling objects from being punctured by the reinforcing bar. The protective cap includes a magnet embedded and secured within the protective cap to secure the protective cap to the reinforcing bar.

A safety cover configured to be releasably secured to an exposed portion of a construction element so as to provide improved visibility thereof and provide impalement protection. The safety cover includes a body having an upper portion and a lower portion. The upper portion and lower portion of the body are integrally formed wherein the lower portion of the body extends downward from the lower surface of the upper portion. In one embodiment the upper portion includes a central support member having a curved portion with an upper impact rib structure. The curve portion further has a second rib formation opposite the upper impacts rib structure wherein the second rib formation extends downward into the lower portion. A support collar is disposed in the lower portion and is configured to engage a metal stake or bar. An impact layer can further be present in the upper portion.

A system, method, and apparatus for post-tensioning in masonry-based system, especially concrete support systems. In one embodiment, a system is presented that can include an anchor, pocket-former, and bolt, wherein the pocket-former can be configured to engage each of the anchor and bolt to facilitate securing of the system to a form. In another embodiment, a method of post-tensioning is presented, wherein a tendon can be suspended at the live end via connections facilitated by a pocket-former. In another embodiment, a system and method of post-tensioning is presented that prevents a pocket and anchor from being contaminated with debris that could ultimately compromise the integrity of the tensioned material.