摘要:
PURPOSE: A slag cement composition is provided to substitute cement for slag powder to improve economic efficiency, salt-tolerance, chemical resistance, and long-term compressive strength and to mix sodium sulfate, desulfurization gypsum, and anhydrous gypsum to obtain initial compressive strength. CONSTITUTION: A slag cement composition comprises the following: 35-50 parts by weight of slag powder, 3.5-8 parts by weight of Natrii sulfas, and 1-10 parts by weight of desulfurization gypsum based on 100.0 parts by weight of normal Portland cement. Two to ten parts by weight of anhydrous gypsum based on 100.0 parts by weight of normal Portland cement are mixed. The manufacturing method of the slag powder comprises the following steps. A pretreatment solution is prepared by mixing a stimulant with water. The pretreatment solution is sprayed on a blast furnace slag, and the blast furnace slag is pulverized. The stimulant contains at least one among hydrogen peroxide, aluminum sulfate, and sodium thiosulfate. Five to ten parts by weight of the stimulant based on 100.0 parts by weight of water are mixed. [Reference numerals] (AA) Classification; (BB) 1 day material age; (CC,EE,GG) OPC standard; (DD) 3 days material age; (FF) 7 days material age; (HH) OPC + BFS(25) + gypsum (1.5) + sodium sulfate (1.5); (II) OPC + BFS(25) + gypsum (1.5) + sodium sulfate (1.5); (JJ) OPC + BFS(28) + sodium sulfate (2); (KK) OPC + BFS(27) + pero A(3)
摘要:
PURPOSE: A solidifying composition for deep soil stabilization including a large amount of non-sintering binder and a deep cement mixing method using the same are provided to reduce environmental problems related to cementitious binder, to stabilize the effect of improving soft ground, and to facilitate application. CONSTITUTION: A solidifying composition for deep soil stabilization including a large amount of non-sintering binder comprises 35 to 45 wt% type 1 ordinary portland cement with a fineness between 3,000 cm2/g and 4,000 cm2/g; 35 to 50 wt% ground granulated blast-furnace slag which is non-sintering binder, includes less than 7% of unburned carbon, and has a fineness between 4,000 cm2/g and 4,800 cm2/g; 5 to 20 wt% fly ash which is non-sintering binder; and 6 to 12 wt% gypsum composition of two or more kinds selected from among natural anhydrite, synthetic calcium sulfate, and synthetic gypsum which is byproduct of poly naphthalene sulfur formaldehyde condensate. A deep cement mixing method is to solidify soft ground by using the solidifying composition for deep soil stabilization including a large amount of non-sintering binder.
摘要:
PURPOSE: A low-alkali binder for cement substitution is provided to enhance physical property, workability, and application properties. CONSTITUTION: A low-alkali binder for cement substitution comprises 25-75 parts by weight of Mg-based powder, 25-75 parts by weight of gypsum based powder, and 25-75 parts by weight of blast furnace slag based on 100 parts by weight of paper waste ash. The low-alkali binder for cement substitution comprises 50 parts by weight of Mg-based powder, 50 parts by weight of gypsum based powder, and 50 parts by weight of blast furnace slag based on 100 parts by weight of the paper waste ash.
摘要:
PURPOSE: A paving material composition using phospho-gypsum and fly ash and a packing method using the same are provided to obtain constant pressure strength and bending strength. CONSTITUTION: A paving material composition comprises 20-37 weight% of phospho-gypsum, 15-25 weight% of fly ash, 10-25 weight% of fired loess, 10-15 weight% of biotite, 10-15 weight% of fine aggregate, 10-15 weight% of zeolite, 3-8 weight% of oyster shell, 5-10 weight% of curing accelerator B.P.O(Benzoyl Peroxide). A manufacturing method of paving material composition comprises the following steps: neutralizing by mixing phospho-gypsum, fly ash, biotite and oyster shell powder; and mixing the B.P.O with the mixture using fired loess, zeolite, fine aggregate and curing accelerator. A packing method comprises the following steps: manufacturing a packing material composition; polishing the surface of the substrate surface; forming a road surface layer on top of the polished substrate layer by spreading the paving material composition in 5-15cm thickness; and covering moisture evaporating shielding film, and drying and curing thereof.
摘要:
PURPOSE: A blast furnace slag micro powder composition with improved activity is provided to remarkably improve early strength and activity of concrete by adding desulfurization slag to the blast furnace slag in a specific ratio. CONSTITUTION: A blast furnace slag micro powder composition with improved activity comprises 70-99.9 parts by weight of ground granulated blast-furnace slag and 0.1-30 parts by weight of desulphurizer slag. The ground granulated blast-furnace slag has fineness of 2,700-10,000cm^2/g. The blast furnace slag comprises 20-40 weight% of SiO2, 0-2 weight% of Al2O3, 5-17 weight% of Fe2O3, 20-40 weight% of CaO, 5-17 weight% of MgO, 0-5 weight% of MnO, 0-2 weight% of SO3. The desulphurizer slag comprises 40-70 weight% of CaO, 10-30 weight% of SiO2, 5-20 weight% of Al2O3, 1-15 weight% of MgO, 0.5-30 weight% of T-Fe, and 0.1-20 weight% of SO3.
摘要翻译:目的:提供具有改善活性的高炉渣微粉组合物,通过以特定比例向高炉矿渣中加入脱硫渣,显着提高混凝土的早期强度和活性。 构成:具有改善活性的高炉渣微粉组合物包含70-99.9重量份磨碎的高炉渣和0.1-30重量份的脱硫渣。 研磨颗粒高炉渣的细度为2700-10,000cm ^ 2 / g。 高炉渣包含20-40重量%的SiO 2,0-2重量%的Al 2 O 3,5-17重量%的Fe 2 O 3,20-40重量%的CaO,5-17重量%的MgO,0-5重量% 的MnO,0-2重量%的SO 3。 脱硫渣含有40-70重量%的CaO,10-30重量%的SiO 2,5-20重量%的Al 2 O 3,1-15重量%的MgO,0.5-30重量%的T-Fe和0.1-20 重量%的SO3。
摘要:
PURPOSE: A method for constructing a retaining wall on a cut part of the ground is provided to improve supporting force by preventing a retaining wall from overturning and sinking. CONSTITUTION: A method for constructing a retaining wall on a cut part of the ground is as follows. The ground is cut, and a perforated hole(10) is formed. A reinforcing member(40) is formed by inserting an injection agent pipe(20) into the perforated hole and injecting a grouting liquid(30) into the injection agent pipe. A concrete block(60) is formed by placing cement so that a panel(70) can be fixed to the ground. The panel placed on the top of the concrete block is connected to the reinforcing member. The rear cut surface of the panel is filled with a filling material(80).
摘要:
A noncombustible panel for buildings is provided to endure high temperature for a long time, have high tensile strength and compressive strength, inhibit an emission of toxic gases upon firing, and prevent environmental pollution upon disposal of waste. A noncombustible panel for buildings comprises a hardened panel filling material(1). The panel filling material is obtained by mixing (2) an expanded perlite, (3) a perfectly dried pulp for providing high tensile strength, (4) a completely dried gypsum powder for providing high compressive strength, and (5) a loess containing a small amount of water to serve as a binder for the filling materials, compression-processing the mixture in a mold, and drying the compression-processed mixture. The expanded perlite is formed by grinding and heating a perlite ore to form pores, and quickly releasing the cooled perlite from high pressure to low pressure to form additional pores.
摘要:
A mixture composition of a cellulose ether made from raw cotton linters and at least one additive is used in a gypsum based dry mortar composition wherein the amount of the cellulose ether in the gypsum based dry mortar composition is significantly reduced. When this gypsum based dry mortar composition is mixed with water and applied to a substrate, the water retention, sag resistance, and workability of the wet plaster mortar are comparable or improved as compared to when using conventional similar cellulose ethers. ® KIPO & WIPO 2007