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CONCRETE STRUCTURE REINFORCING METHOD
PROBLEM TO BE SOLVED: To reinforce a concrete structure with sufficient strength in a short time by using an inorganic system injection material.SOLUTION: An inorganic injection material is made by mixing ultrafine particle cement, water, and silicic acid system additive. The inorganic injection material is injected and cured in a cavity generated in a concrete structure (concrete block 1). In the inorganic injection material, mixed weight ratio of the mixture liquid of the water and silicic acid system additive to 1 of the ultrafine particle cement is set to within 0.4 to 0.7, and mixed weight ratio of the silicic acid system additive to 1 of the water is set to within 0.3 to 0.5. The inorganic injection material is injected in the cavity at a pressure higher than 0.1 N/mm2 and equal to 0.4 N/mm2 or less.SELECTED DRAWING: Figure 1
【課題】無機系の注入材を使用して短時間に十分な強度でコンクリート構造物を補強する。【解決手段】超微粒子セメント、水およびケイ酸系混和剤を混合してなる無機注入材をコンクリート構造物(コンクリート製ブロック1)に生じた空隙内に注入し硬化させる。無機注入材において、超微粒子セメント1に対して水とケイ酸系混和剤の混合液の混合重量割合を0.4〜0.7の範囲とし、かつ水1に対してケイ酸系混和剤の混合重量割合を0.3〜0.5の範囲として、前記無機注入材を0.1N/mm2を超え0.4N/mm2以下の圧力で前記空隙内に注入する。【選択図】図1
CONCRETE STRUCTURE REINFORCING METHOD
PROBLEM TO BE SOLVED: To reinforce a concrete structure with sufficient strength in a short time by using an inorganic system injection material.SOLUTION: An inorganic injection material is made by mixing ultrafine particle cement, water, and silicic acid system additive. The inorganic injection material is injected and cured in a cavity generated in a concrete structure (concrete block 1). In the inorganic injection material, mixed weight ratio of the mixture liquid of the water and silicic acid system additive to 1 of the ultrafine particle cement is set to within 0.4 to 0.7, and mixed weight ratio of the silicic acid system additive to 1 of the water is set to within 0.3 to 0.5. The inorganic injection material is injected in the cavity at a pressure higher than 0.1 N/mm2 and equal to 0.4 N/mm2 or less.SELECTED DRAWING: Figure 1
【課題】無機系の注入材を使用して短時間に十分な強度でコンクリート構造物を補強する。【解決手段】超微粒子セメント、水およびケイ酸系混和剤を混合してなる無機注入材をコンクリート構造物(コンクリート製ブロック1)に生じた空隙内に注入し硬化させる。無機注入材において、超微粒子セメント1に対して水とケイ酸系混和剤の混合液の混合重量割合を0.4〜0.7の範囲とし、かつ水1に対してケイ酸系混和剤の混合重量割合を0.3〜0.5の範囲として、前記無機注入材を0.1N/mm2を超え0.4N/mm2以下の圧力で前記空隙内に注入する。【選択図】図1
CONCRETE STRUCTURE REINFORCING METHOD
コンクリート構造物の補強方法
SENO KENSUKE (Autor:in) / HIRAGA HIDEO (Autor:in) / HIRAGA TOMOKO (Autor:in)
05.01.2017
Patent
Elektronische Ressource
Japanisch
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