Various implementations described herein are directed to a formwork system. In one implementation, the formwork system includes aluminum extrusions and aluminum castings. The aluminum castings and the aluminum extrusions can be assembled by being pressed and riveted together.

Various implementations described herein are directed to a formwork system. In one implementation, the formwork system includes aluminum extrusions and aluminum castings. The aluminum castings and the aluminum extrusions can be assembled by being pressed and riveted together.

Various implementations described herein are directed to a formwork system. In one implementation, the formwork system includes aluminum extrusions and aluminum castings. The aluminum castings and the aluminum extrusions can be assembled by being pressed and riveted together.

The present invention relates to a formwork anchor receptacle as well as to a formwork anchor which are used in the field of construction. Furthermore, the invention relates to a formwork element. The formwork anchor receptacle is adapted to receive an anchor rod provided to connect formwork elements. The formwork anchor receptacle comprises a section with an opening for insertion of an anchor rod and a spherical section for providing support against a formwork element.

Disclosed herein is a method for erecting a shuttering framework. The method comprises the steps of a) mounting one end of a first support to the ground or other stationary object and mounting one end of a first brace to the ground or other stationary object, b) attaching the opposite end of the first brace to the opposite end of the first support or to a position between the two ends of the first support, c) repeating a) and b) for a second support and a second brace, and d) mounting a plurality of ties between the first and second supports. Also disclosed herein is a method of casting concrete.

Disclosed herein is a method for erecting a shuttering framework. The method comprises the steps of a) mounting one end of a first support to the ground or other stationary object and mounting one end of a first brace to the ground or other stationary object, b) attaching the opposite end of the first brace to the opposite end of the first support or to a position between the two ends of the first support, c) repeating a) and b) for a second support and a second brace, and d) mounting a plurality of ties between the first and second supports. Also disclosed herein is a method of casting concrete.

A shoring assembly for utility vaults. A crossbeam member is carried by a column member and a bracket is connected between the crossbeam member and the column member. The bracket supports the crossbeam member on the column member and comprises a jack member that is extendable upward to engage and move the crossbeam member upward relative to the column member into a support position against a vault roof to be shored.

A shoring assembly for utility vaults. A crossbeam member is carried by a column member and a bracket is connected between the crossbeam member and the column member. The bracket supports the crossbeam member on the column member and comprises a jack member that is extendable upward to engage and move the crossbeam member upward relative to the column member into a support position against a vault roof to be shored.

Various implementations described herein are directed to a formwork system. In one implementation, the formwork system includes aluminum extrusions and aluminum castings. The aluminum castings and the aluminum extrusions can be assembled by being pressed and riveted together.

Various implementations described herein are directed to a formwork system. In one implementation, the formwork system includes aluminum extrusions and aluminum castings. The aluminum castings and the aluminum extrusions can be assembled by being pressed and riveted together.