Abstract: A gap profile for a movement gap between two parallel building elements of the building including two anchor units for anchoring a gap profile at building elements, each of the anchor units including a circular arc shaped concave joint socket extending in a longitudinal direction of a movement gap; and a bridge unit for bridging the movement gap between the anchor units, the bridge unit including two longitudinally extending circular arc shaped joint heads, wherein the bridge unit is pivotably linked through the joint heads in the joint sockets so that a load impacting the bridge unit perpendicular to a surface of a building is transferred through the joint heads into the joint sockets and from the anchor units into the building elements, wherein the form-locking connection prevents a linear movement of the joint heads relative to the respective joint sockets transversal to the longitudinal direction.

Abstract: A gap profile for a movement gap between two parallel building elements of the building including two anchor units for anchoring a gap profile at building elements, each of the anchor units including a circular arc shaped concave joint socket extending in a longitudinal direction of a movement gap; and a bridge unit for bridging the movement gap between the anchor units, the bridge unit including two longitudinally extending circular arc shaped joint heads, wherein the bridge unit is pivotably linked through the joint heads in the joint sockets so that a load impacting the bridge unit perpendicular to a surface of a building is transferred through the joint heads into the joint sockets and from the anchor units into the building elements, wherein the form-locking connection prevents a linear movement of the joint heads relative to the respective joint sockets transversal to the longitudinal direction.