도 18은 본 발명의 실시예에 따른 텍스타일 그리드 보강재와 고내구성 무기계 결합재를 이용한 콘크리트 구조물 보수보강 공법에 의해 보수보강된 콘크리트 구조물인 콘크리트 슬래브 파괴시험을 설명하기 위한 도면이다.
The above and other objects, features and advantages of the present invention will become more apparent to those having ordinary skill in the art by describing in detail exemplary embodiments thereof with reference to the accompanying drawings, in which: FIG. 1 is a photograph illustrating a method of adhering a fiber reinforcement according to the related art, and particularly how to adhere a carbon fiber sheet to a structure; FIG. 2A a configuration diagram illustrating a structure to which a method of repairing and reinforcing a concrete floor according to the related art is applied; FIG. 2B is a plan view illustrating an anchorage for the method of repairing and reinforcing a concrete floor illustrated in FIG. 2A ; FIG. 3A is a front view illustrating a wire mesh member applied in a method of repairing and reinforcing a concrete structure according to the related art; FIG. 3B is a view illustrating a state in which the wire mesh member is constructed by the method of repairing and reinforcing a concrete structure according to the related art; FIG. 4 is a view schematically illustrating a concrete structure repaired and reinforced using a textile grid reinforcement and a highly durable inorganic binder according to an embodiment of the present invention; FIG. 5 is a view illustrating the concrete structure repaired and reinforced using a textile grid reinforcement and a highly durable inorganic binder according to an embodiment of the present invention; FIGS. 6A to 6C are views specifically illustrating a textile grid reinforcement; FIG. 7 is a view illustrating types of particle sizes of an alumina powder that is a coating material with which a textile grid reinforcement is coated in the concrete structure repaired and reinforced using a textile grid reinforcement and a highly durable inorganic binder according to an embodiment of the present invention; FIG. 8 is a view illustrating a direct pull-out test of a textile grid reinforcement in the concrete structure repaired and reinforced using a textile grid reinforcement and a highly durable inorganic binder according to an embodiment of the present invention; FIG. 9 is a view illustrating an uncoated textile grid reinforcement and a coated textile grid reinforcement in the concrete structure repaired and reinforced using a textile grid reinforcement and a highly durable inorganic binder according to an embodiment of the present invention; FIG. 10 is a view specifically illustrating a grid fixing unit in the concrete structure repaired and reinforced using a textile grid reinforcement and a highly durable inorganic binder according to an embodiment of the present invention; FIG. 11 is a view illustrating a composition of chloride penetration resistant mortar in the concrete structure repaired and reinforced using a textile grid reinforcement and a highly durable inorganic binder according to an embodiment of the present invention; FIG. 12 is a view illustrating a composition of chemical resistant mortar in the concrete structure repaired and reinforced using a textile grid reinforcement and a highly durable inorganic binder according to an embodiment of the present invention; FIG. 13 is a view illustrating reinforcing bar corrosion time evaluation results for evaluating chloride penetration performance with respect to the concrete structure repaired and reinforced using a textile grid reinforcement and a highly durable inorganic binder according to an embodiment of the present invention; FIG. 14 is a view illustrating results of evaluating chemical resistant performance with respect to the concrete structure repaired and reinforced using a textile grid reinforcement and a highly durable inorganic binder according to an embodiment of the present invention; FIG. 15 is a process flow chart illustrating a method of repairing and reinforcing a concrete structure using a textile grid reinforcement and a highly durable inorganic binder according to an embodiment of the present invention; FIG. 16 is a view specifically illustrating the method of repairing and reinforcing a concrete structure using a textile grid reinforcement and a highly durable inorganic binder according to an embodiment of the present invention; FIG. 17 is a process flow chart illustrating a method of repairing and reinforcing a concrete structure using a textile grid reinforcement and a highly durable inorganic binder according to another embodiment of the present invention; and FIG. 18 is a view illustrating a fracture test of a concrete slab that is a concrete structure repaired and reinforced by the method of repairing and reinforcing a concrete structure using a textile grid reinforcement and a highly durable inorganic binder according to an embodiment of the present invention.