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    • 1. 发明专利
    • REPAIR OF CRACK OF CONCRETE
    • JPH11217251A
    • 1999-08-10
    • JP1848098
    • 1998-01-30
    • OHBAYASHI CORP
    • SAITO YUJI
    • E04G23/02C04B28/02C04B41/60
    • PROBLEM TO BE SOLVED: To provide a concrete with crack repairing functions. SOLUTION: A concrete is obtained by suitably compounding a cement C with an aggregate (a coarse aggregate G or a fine aggregate S), water and various admixtures A, then charging the resultant composition into a stirrer, kneading the composition and subsequently placing the kneaded material in a formwork, etc. At this time, the coarse aggregate G or fine aggregate S or both are replaced by a clinker (a), which is regulated to a particle size distribution of the replaced aggregate. The clinker (a) having a large particle size distribution scarcely contributes to hydrating reaction and intactly remains even when the concrete is hardened according to the hydrating reaction of the cement by replacing the aggregate (the coarse aggregate G or fine aggregate S) with the clinker (a). Each crack (b) is caused in the hardened concrete and water permeates through the crack (b). When the water is brought into contact with the remaining clinker (a), the hydrating reaction of mineral components of the clinker (a) is reinitiated to deposit a hydrating reactional product (c) in the crack (b) to fill the crack (b).
    • 2. 发明专利
    • METHOD FOR EXAMINING HYDRATED TEXTURE OF CONCRETE OR MORTAR
    • JPH1019880A
    • 1998-01-23
    • JP17141696
    • 1996-07-01
    • OHBAYASHI CORP
    • SAITO YUJITAJIMA TAKATOSHI
    • G01N33/38G01N27/26
    • PROBLEM TO BE SOLVED: To perform the measuring of the distribution and the thickness of the transition band of the calcium hydroxide of hydrated texture of concrete and mortar in a stage that hydration has proceeded by eluting ions of calcium from the hydrated texture. SOLUTION: Ions of calcium are eluted from the hydrated texture of concrete or mortar containing calcium hydroxide(CH) to observe the distribution and the transition band of CH in hydrated texture by an electronic microscope. In other words, concrete or mortar, which is an object under test, is submerged in an electrolyte to provide a pair of electrodes. A DC current is impressed on these electrodes to elude ions of calcium from the hydrated texture of concrete or mortar. As calcium ions of CH of highly solubility are first eluted and removed from the hydrated texture, the spot of the hydrated texture after the CH is eluted out becomes porous. Thereby the spot at which CH had been present is easily discriminated by an electronic microscope to make it easy to examine the distributional state of CH in the hydrated texture.
    • 8. 发明专利
    • METHOD FOR TESTING RESISTANCE OF CEMENT HARDENING BODY
    • JPH0484763A
    • 1992-03-18
    • JP19760490
    • 1990-07-27
    • OHBAYASHI CORP
    • NAKANE ATSUSHISAITO YUJI
    • G01N33/38
    • PURPOSE:To test a resistance of a cement putting a concentration of an erosion solution in a state near a real condition with shortening a measuring time by making the negative ions infinitesimally included, which change the cement hardening body in the chemical properties. CONSTITUTION:Calcium ions included in a cement hardening body X are attracted to a negative electrode 4 to be dissolved into a electrolyte of a vessel 2 side because of a voltage applied between a pair of electrodes 3 and 4 where the hardening body X is set up between electrodes 3 and 4 applied a D.C. volt age. On the other hand, negative ions of sulphuric acid ions, etc. included in the electrolyte of the vessel 2 are attracted to an positive electrode 3, percolate inside the hardening body X and change the hardening body X to a more soluble substance. The degrees of calcium ion dissolving and negative ion percolating at this time are proportioned nearly to the D.C. voltage between the electrodes 3 and 4. Therefore, the chemical resistance of the hardening body can be judged by measuring an amount of the dissolved calcium ions and analyzing the area of negative ion percolating in the hardening body X after setting up the harden ing body X in the electrolyte in the fixed time.