Abstract: The method is for protecting the end of a cable made of a plurality of parallel tendons (10) anchored using a block (15) having a front side, a rear side and channels (16) extending between the front and rear sides. Each tendon of the cable is held in a respective channel of the anchor block with a blocking member (19). The method comprises performing a first phase of injecting protective material (100) into at least some of the channels of the anchor block. A chamber (30) is formed on at least one side of the anchor block (15) so as to contain portions of the plurality of tendons. A second phase of injecting protective material (200) into the chamber (30) is then performed.

Abstract: The anchoring device for a cable made of plurality of tendons comprises an anchor block having a front side, a rear side and channels extending between the front and rear sides, each tendon of the cable being received in a respective channel with a blocking member. It also comprises a first protective material with which at least some of the channels of the anchor block are filled, a chamber containing portions of the plurality of tendons of the cable, located on at least one of the front and rear sides of the anchor block, and a second protective material, different from the first protective material, with which the chamber is filled.

Abstract: Method of draining a system for anchoring a structural cable to a construction element, the anchor system comprising a first chamber delimited by an envelope, the first chamber containing a first part of the structural cable and a first filling material, the method comprising: inserting at least one heating element into the first filling material via an opening in the envelope of the first chamber; heating the first filling material with the aid of the heating element to fluidize some or all of the first filling material; and extracting the fluidized first filling material via an opening in the envelope of the first chamber.

Abstract: The anchoring device for a cable made of plurality of tendons comprises an anchor block having a front side, a rear side and channels extending between the front and rear sides, each tendon of the cable being received in a respective channel with a blocking member. It also comprises a first protective material with which at least some of the channels of the anchor block are filled, a chamber containing portions of the plurality of tendons of the cable, located on at least one of the front and rear sides of the anchor block, and a second protective material, different from the first protective material, with which the chamber is filled.

Abstract: The method is for protecting the end of a cable made of a plurality of parallel tendons (10) anchored using a block (15) having a front side, a rear side and channels (16) extending between the front and rear sides. Each tendon of the cable is held in a respective channel of the anchor block with a blocking member (19). The method comprises performing a first phase of injecting protective material (100) into at least some of the channels of the anchor block. A chamber (30) is formed on at least one side of the anchor block (15) so as to contain portions of the plurality of tendons. A second phase of injecting protective material (200) into the chamber (30) is then performed.

Abstract: Method of draining a system for anchoring a structural cable to a construction element, the anchor system comprising a first chamber delimited by an envelope, the first chamber containing a first part of the structural cable and a first filling material, the method comprising: inserting at least one heating element into the first filling material via an opening in the envelope of the first chamber; heating the first filling material with the aid of the heating element to fluidize some or all of the first filling material; and extracting the fluidized first filling material via an opening in the envelope of the first chamber.