Patent classifications
E04G9/06
Self-annealing concrete forms and method of making and using same
The invention comprises a product. The product comprises a first removable concrete form having a concrete forming face and a first insulating panel insert having a first primary surface and an opposite second primary surface, wherein the second primary surface of the first insulating panel insert contacts the concrete forming face of the first removable concrete form. The product also comprises an elongate anchor member having an enlarged portion and an elongate portion, the elongate portion having a first end and an opposite second end, wherein the enlarged portion is disposed adjacent the first end and contacts the second primary surface of the first insulating panel insert and wherein the elongate portion extends through the first insulating panel insert and extends outwardly from the first primary surface of the first insulating panel insert. A method of using a removable insulated concrete form system is also disclosed.
Load Bearing Components and Safety Deck of an Integrated Construction System
Various implementations described herein are directed to a load bearing ledger fitting, a modular header beam, a perimeter safety deck, a multi-purpose bearing plate, and a mega-shore bearing plate of an integrated construction system.
FORMS FOR CONSTRUCTING FOUNDATIONS FOR ANCHORING POLE VAULT STANDARDS
A form for constructing a foundation for anchoring a pole vault standard to a support structure adjacent to a landing pad includes a first frame and a first plurality of connectors defining a first connecting pattern for coupling to a corresponding connecting pattern of a base of the first pole vault standard. The form is installable in the support structure and operable for use in fixedly connecting the first base of the pole vault standard to the form. A pair of forms may be employed for constructing a pair of foundations for anchoring a pair of pole vault standards to a support structure adjacent to a landing pad.
FORMS FOR CONSTRUCTING FOUNDATIONS FOR ANCHORING POLE VAULT STANDARDS
A form for constructing a foundation for anchoring a pole vault standard to a support structure adjacent to a landing pad includes a first frame and a first plurality of connectors defining a first connecting pattern for coupling to a corresponding connecting pattern of a base of the first pole vault standard. The form is installable in the support structure and operable for use in fixedly connecting the first base of the pole vault standard to the form. A pair of forms may be employed for constructing a pair of foundations for anchoring a pair of pole vault standards to a support structure adjacent to a landing pad.
Outer wall of a building
An outer wall of a building has a frame and a coating layer. The frame has multiple surfaces. The coating layer is coated on at least one of the surfaces of the frame and is composed of a glass-fiber net and an adhesive material layer. The adhesive material layer is composed of acrylic resin, Hydroxyethyl Cellulose (HEC), and water.
CONCRETE FORM SYSTEM
A concrete form system includes a plurality of concrete form board brackets. The plurality of brackets includes brackets for securing the concrete form board to a conventional type metal or wood concrete form stake without the need for nails. The plurality of brackets also includes concrete form board end brackets for securing the ends of adjacent concrete form boards together that allows for a range of angles to be formed between two adjacent concrete form boards from zero degrees to more than 180 degrees. The present invention also includes flexible sections of concrete forms configured to be coupled to the brackets that allow for forming curved concrete edges.
Modular Posts of an Integrated Construction System
Various implementations described herein are directed to a modular post of an integrated construction system. In one implementation, the modular post includes a longitudinal extruded post having a first end and a second end. Each end of the longitudinal extruded post is configured to receive a post end component. The longitudinal extruded post includes a plurality of grooves cut into the longitudinal extruded post at predetermined locations along the post.
Modular Posts of an Integrated Construction System
Various implementations described herein are directed to a modular post of an integrated construction system. In one implementation, the modular post includes a longitudinal extruded post having a first end and a second end. Each end of the longitudinal extruded post is configured to receive a post end component. The longitudinal extruded post includes a plurality of grooves cut into the longitudinal extruded post at predetermined locations along the post.
CORNER CASTING AND RELATED SYSTEMS AND METHODS FOR USE IN FORMWORK
A formwork panel system comprising corner connectors comprising a first body portion and a second body portion forming a 90? angle, at least one opening in the first body portion, a first prong extending from the first body portion, and a second prong extending from the second body portion, wherein the corner connectors and side rails form a rigid body connected to a first panel. The panel system where the at least one opening secures the corner connector to a corner connector of a second panel via a bolt and rectangular nut member. The panel system further comprising plurality of fasteners configured to be inserted into prong openings wherein the plurality of fasteners are configured to compress the side rails about the prongs.
CORNER CASTING AND RELATED SYSTEMS AND METHODS FOR USE IN FORMWORK
A formwork panel system comprising corner connectors comprising a first body portion and a second body portion forming a 90? angle, at least one opening in the first body portion, a first prong extending from the first body portion, and a second prong extending from the second body portion, wherein the corner connectors and side rails form a rigid body connected to a first panel. The panel system where the at least one opening secures the corner connector to a corner connector of a second panel via a bolt and rectangular nut member. The panel system further comprising plurality of fasteners configured to be inserted into prong openings wherein the plurality of fasteners are configured to compress the side rails about the prongs.