Pregrouted PC steel material and method for hardening pregrout layer thereof
View Patent ↗Provided is a pregrouted PC steel material comprising a PC steel stranded wire composed of a plurality of steel wires, a pregrout layer disposed on the outer periphery of the PC steel stranded wire so as to accommodate the PC steel stranded wire, a sheath covering the outer periphery of the pregrout layer, and a capsule including a pregrout-hardening agent and a film with which the agent is covered, the capsule being interposed among the steel wires constituting the PC steel stranded wire. The capsule has a strength such that the capsule is not broken before tensioning the PC steel stranded wire but is broken by a tensile force during the tensioning. Also provided is a method for hardening the pregrout layer.
1. A pregrouted PC steel material comprising:
a PC steel stranded wire composed of a plurality of steel wires;
a pregrout layer disposed on an outer periphery of said PC steel stranded wire so as to accommodate said PC steel stranded wire;
a sheath covering an outer periphery of said pregrout layer; and
a capsule including a pregrout-hardening agent and a film with which said pregrout-hardening agent is covered, said capsule being interposed among said steel wires constituting said PC steel stranded wire,
said capsule having a strength such that said capsule is not broken before tensioning said PC steel stranded wire but is broken by compressive and shearing forces exerted on the capsule present in a gap among said steel wires with a narrowing of the gap during the tensioning,
wherein said capsule and a binder are interposed among said steel wires constituting said PC steel stranded wire, and
said binder includes a hardenable resin.
2. The pregrouted PC steel material according to claim 1 , wherein
said binder includes an epoxy resin.
3. A method for hardening the pregrout layer of the pregrouted PC steel material as defined in claim 1 , comprising the steps of:
embedding said pregrouted PC steel material in concrete; and
tensioning said PC steel stranded wire to provide said concrete with compressive stress and breaking said film of said capsule by a tensile force during the tensioning to allow said pregrout-hardening agent to flow out to said pregrout layer.
4. The pregrouted PC steel material according to claim 1 , wherein
a compressive breaking strength of said capsule is more than or equal to 3N and less than or equal to 300N.
5. The pregrouted PC steel material according to claim 1 , wherein
a heat-resistant temperature of said film of said capsule is more than or equal to 50° C.
6. The pregrouted PC steel material according to claim 1 , wherein
a material of said film of said capsule is gelatin or urethane acrylate.