The invention relates to a system for joining two components or for reinforcing a component, comprising a first and a second threaded sleeve which each comprise the following: an outer thread, with the aid of which the threaded sleeve can be screwed into the respective component and which is suitable to form a composite with the respective component, and a power drive, by which a torque for screwing the threaded sleeve into the respective component can be transmitted to the threaded sleeve. The system further comprises an elongate clamping element which is suitable to be guided through the second threaded sleeve and introduced into or guided through the first threaded sleeve, and which is suitable to axially clamp the first and the second threaded sleeve in such a manner that the first and the second threaded sleeve form opposed composite stresses in the respective component.

A method is defined for attaching mounted parts on a mounting substrate, formed of concrete or masonry, having a group of anchors, wherein the following is true for the ratio VSd/NSd of the rated value for the transverse load VSd and of the rated value of the tensile load NSd of at least one anchor in the anchor group: VSd/NSd≥0.3, preferably VSd/NSd≥0.6 and particularly preferably VSd/NSd≥1.0, and wherein the characteristic resistances of these anchors to transverse loading VRk or to tensile loading NRk satisfy the following relationship: VRk/NRk≤1.1. The at least one anchor of the anchor group is inclined at an angle αAnker to the perpendicular to the surface of the mounting substrate in such a manner that the following is true: αAnker=k*¾*arctan (VSd/NSd) for NSd>0, and αAnker=k*67.5° for NSd=0, where: 0.8≤k≤1.34, providing that αAnker≤75°.

A pre-fabricated composite reinforcement device for installation on a structure, comprising a metal reinforcement layer; a fiber reinforced polymer layer; an adhesive layer configured between the metal and fiber reinforced polymer layer; and a plurality of power-actuated fasteners configured for securing the metal reinforcement, fiber reinforced polymer, and adhesive layer to the structure; and wherein a first side of the metal reinforcement layer is for positioning upon the structure for installation of the fasteners with the first side facing away from the structure, and a second side is configured with the adhesive and fiber reinforced layer across a surface area of the second side of the metal reinforcement layer.

Wall reinforcement systems and methods of reinforcing wall structures are provided. The systems and method include at least one carbon fiber strap (CFS) adhered to a wall structure, in which the CFS may be wrapped around a support-lock element (SLE) and clamped to an overhead support member via a top bracket. The systems and methods may also include a support element located within an internal cavity of the wall structure, in which the support element extends from the bottom end of the wall structure upwardly towards the top end of the wall structure and may be surrounded at least partially by a filler material.

This method is suitable for the strengthening of concrete or timber structures by applying prestressed Carbon FRP or Glass FRP lamella. At least one groove is cut into the concrete or timber structure along the direction in which the concrete or timber structure is to be strengthened. The grooves are filled with epoxy resin and a layer of epoxy resin is put onto the entire section to be equipped with the CRFP or GFRP lamella. The lamella is prestressed and anchored at both ends. U-shaped brackets are then being put over the two end sections of the CFRP or GFRP lamella by inserting and submerging its both U-legs into holes filled with resin as well. These holding brackets are then tightly pressed onto the CFRP or GFRP lamella to prevent cracking or fracture of the concrete or timber and bending away of the extremities of the CFRP or GFRP lamella.

A reinforcement system for a wall includes a bracket secured to a support disposed above the wall with a plurality of fasteners. A strap is engaged with the bracket and is adhered to the wall for reinforcing the wall.

A reinforcement system for a wall includes a bracket secured to a support disposed above the wall with a plurality of fasteners. A strap is engaged with the bracket and is adhered to the wall for reinforcing the wall.

A method is defined for attaching mounted parts on a mounting substrate, formed of concrete or masonry, having a group of anchors, wherein the following is true for the ratio VSd/NSd of the rated value for the transverse load VSd and of the rated value of the tensile load NSd of at least one anchor in the anchor group: VSd/NSd0.3, preferably VSd/NSd0.6 and particularly preferably VSd/NSd1.0, and wherein the characteristic resistances of these anchors to transverse loading VRk or to tensile loading NRk satisfy the following relationship: VRk/NRk1.1. The at least one anchor of the anchor group is inclined at an angle Anker to the perpendicular to the surface of the mounting substrate in such a manner that the following is true: Anker=k**arc tan (VSd/NSd) for NSd>0, and Anker=k*67.5 for NSd=0, where: 0.8k1.34, providing that Anker75.

The invention relates to a system for joining two components or for reinforcing a component, comprising a first and a second threaded sleeve which each comprise the following: an outer thread, with the aid of which the threaded sleeve can be screwed into the respective component and which is suitable to form a composite with the respective component, and a power drive, by which a torque for screwing the threaded sleeve into the respective component can be transmitted to the threaded sleeve. The system further comprises an elongate clamping element which is suitable to be guided through the second threaded sleeve and introduced into or guided through the first threaded sleeve, and which is suitable to axially clamp the first and the second threaded sleeve in such a manner that the first and the second threaded sleeve form opposed composite stresses in the respective component.

An anchoring device configured for anchoring tendons for structural reinforcing a structure. The anchoring device includes fastening means configured for fastening the anchoring device to the structure, and a tendon pressure contact surface configured for being pressed against a surface of the tendon to be anchored. The tendon defines a reference plane, and anchoring device defines first and second distal end spaced apart from each other in a longitudinal direction. The anchoring device further includes a proximal portion located between the first and second distal ends. The anchoring device defines a core plane extending parallel to the reference plane. The tendon pressure contact surface extends in the longitudinal direction of the anchoring device from the first distal end to the proximal portion. The tendon pressure contact surface converges in the longitudinal direction of the anchoring device from the proximal portion towards the first distal end in the direction towards the core plane, such that the distance between the tendon pressure contact surface and the core plane varies along the longitudinal direction of the anchoring device. The distance increases from the first distal end towards the proximal portion of the anchoring device.