The main components in the anchor zone of the CONA CMM system are the wedges, monolithic anchorage and individual trumpet tubes. In the anchorage zone, the strands are guided into the individual trumpet tubes to the monolithic anchorage, where each strand is individually locked with special BBR wedges. The anchoring of the strand and load transfer to the concrete is carried out with one and the same unit, allowing for a high economy, small centre and edge distances at the anchorages, as well as application of the full post-tensioning load at very low concrete strengths.

CONA CMM anchorages are stressing/active anchorage (Type S) and the fixed/passive anchorage (Type F). Both types are identical. For construction works, the wedges of inaccessible fixed anchorages are secured by special wedge retaining measures and are protected by a cap during concreting. For restressable and exchangeable tendons, excess strand length is required at the anchorage. The extent of the excess strand length depends on the jack used for restressing or releasing and strand protruding beyond the anchor head requires permanent corrosion protection and an adequate cap.