METHOD FOR PRODUCING LIGHTWEIGHT CONCRETE FOR FISH FARM PONTOONS
The present invention refers to lightweight concrete of manufacturing method relates to, 13 mm in maximum diameter which maximum diameter is provided 5 mm coarse aggregate particle size distribution including a continuous cup aggregate number bath to a method for method for concrete lightweight aggregate by mixing the marine fish pontoon are disclosed. Generally lightweight concrete is usually concrete inner small concrete, large photo of building structure and the demultiplexer module according method of high strength structure is decreased by reducing the weight of the member section - lightweight concrete by applying structure and used to simplify construction, characterized the pin is. First, the layers whose thermal conductivity is low since the large lightweight concrete electronic heating type energy feature disclosed. Second, lightweight concrete is made of reducing member section and reduction or savings are absent stress and load control so according to the pin and lower simplification of the structure is, the seawater corrosion properties of very intense even marine structure are used much. On the other hand, apartment, apartment house, building construction of high-rise buildings having slab-layer structure consisting of the reinforced concrete structure for separating the layers to be coated. Top layer and bottom layer slab building interlayer for reducing noise of defect sound re- between layers of a building, said upper part of the heating pipe of lightweight concrete poured therein to define and car loads, sound and heating purposes in a building, building in outside, external panel to the device, said apartment, apartment house, high-rise buildings in general construction method utilizes a lightweight concrete layer constituting obtained as follows. General building layer of PVC to be in layer embedded heat pipe heating surface forms a slab layer and slab layer to minimize lightweight concrete layer for upwardly, lightweight concrete layer laminated heating pipe embedded finishing layer embedded between the aforementioned lightweight concrete layer slab building according to an underlying layer through a noise and vibration occurring within the slab to blocking the wedge part construction with each other. As well publicized patent number 2000 - 0053825 lightweight concrete of the existing method call by grinding waste styrofoam in Korean, and acrylic copolymer, calcium sulfonyl egg base this [thu which it pushes and mixing, drying sodium ural sulfate, aluminum powder, cement, mixed with premix type lightweight insulated concrete etc. differential utilization of disclosure. The utility model number 20 - 0344480 cellulose [pe cement board and board between call registered in cement, styrofoam particles, bubble body, mixing a styrofoam mixed aerated concrete mortar hydarulic number number number and fluidized sand and high pressure liquid coolant directly, after curing to a lightweight foam concrete and the like high pressure liquid coolant member number disclosure in the nanometer range. However said conventional techniques lightweight concrete mixed chemical raw material for mixing substances S. beam, oxygen environment during production and restrains the moisture absorption is equal to mass production waste after use. In addition harmful gas fire by large fire to about combustion. Said door number such as environmental pollution environment-friendly concrete production method and an efficient use of migratory lightweight aggregate is cited. Specific gravity of the lightweight aggregate concrete or clay or fly ash produced from reducing clamp generally are used in order to enhance performance. The use of the low for recycling lightweight aggregate, concrete aggregate not turned in at receive energy consumed and structure can take up. As coarse aggregate maximum diameter 13 mm hereinafter replaced by OPC (Ordinary Portland Cement) studies of lightweight aggregate concrete a plurality satisfactorily. However lightweight concrete of fluidity and coarse aggregate rather than lightweight aggregate by means of a lightweight compression strength which can provide a maximum diameter 5 mm hereinafter depends despite the weight of a fine aggregate in a substituted level according to concrete performance studies of very insignificantly disclosed. In addition carbon dioxide emission reduced environment-friendly concrete permits the rapidly increasing with the lugs for the waste concrete aggregate in spite of the studies are disclosed. Since the absorption type binder than lightweight aggregate very high natural aggregate, water binder ratio, such as a diene unit quantity and with cup aggregate ratio greater conditions affected. , the victims of the prior art door number point after said present invention example effort results, lightweight concrete aggregate for use in delivering the high pressure liquid coolant during cup aggregate number particle size distribution of the first essential component and a continuous energy source and without adding the outer lightweight concrete standard KS (KS F 2534) by standard marine fish can be satisfying for method for concrete pontoon eco number confirms that the high pressure liquid coolant, the present invention has been completed. The purpose of the invention and without adding separate energy source and properties of the outer standard (KS F 2534) satisfying marine fish by lightweight concrete standard KS a number of lightweight concrete for pontoon [...] environment-friendly manufacturing method 30 to 60 seconds. The present invention it is an object of the present invention said to all described can be achieved. Such as in order to achieve said purposes, the present invention refers to 13 mm in maximum diameter 5 mm in maximum diameter cup aggregate coarse aggregate including vegetable of lightweight concrete characterized in lightweight aggregate manufacturing method, characterized in that said cup aggregate size distribution for lightweight concrete of a marine fish pontoon continuous manufacturing method number [...] substrate. Manufacturing method of the present invention separate and energy source and without adding lightweight concrete by properties of the outer standard (KS F 2534) can be meet by lightweight concrete standard KS, environment-friendly marine fish tank number in effect for method for concrete pontoon flow tides. In addition lightweight concrete semi-transparent ceramic raw materials and pouring calculated based on a temporal number must be respected that essentially accurate construction point about dissipates, can first and saving, environment and restrains the oxygen after use can be to reduce a waste from contaminating the environment. Also in the embodiment 1 and comparison example 1 and the lower limit line KS F 2526 according to aggregate particle size liveliness and Figure 1 shows a particle size distribution timing graph used in aggregate are disclosed. In the present invention 13 mm in maximum diameter 5 mm in maximum diameter cup aggregate coarse aggregate including lightweight aggregate manufacturing method of lightweight concrete mixing in, a continuous cup aggregate number particle size distribution when a high pressure liquid coolant mixing lightweight concrete, and without adding a separate energy source and properties of the outer standard KS (KS F 2534) standard high pressure liquid coolant has been confirmed that the number can be a lightweight concrete satisfying. Thus, in one aspect the present invention refers to, 13 mm in maximum diameter 5 mm in maximum diameter cup aggregate coarse aggregate including vegetable of lightweight concrete characterized in lightweight aggregate manufacturing method, characterized in that said continuous cup aggregate size distribution for lightweight concrete of a marine fish pontoon manufacturing method are disclosed. In the present invention, coarse aggregate characterized in maximum diameter and 13 mm, preferably 5 mm may have a diameter of greater than 13 mm hereinafter. In addition the present invention in, [...] characterized in maximum diameter and 5 mm, preferably 0. May have a diameter of 1 mm to 5 mm. In the present invention, lightweight concrete of fluidity and coarse aggregate affected by ultra low compression strength greater than lightweight aggregate. In addition, when discontinuous used cup aggregate size distribution, on an interface between aggregate particles aggregate and pore size to increase the number of paste for excellent compression strength door number point at the disclosed. Thus, the present invention 5 mm maximum diameter by 13 mm in maximum diameter lightweight aggregate in the mixing cup aggregate including coarse aggregate, said cup aggregate size distribution characterized by a lightweight concrete continuous manufacturing method and without adding a separate energy source properties of lightweight concrete prepared by the number and the outer lightweight concrete standard KS (KS F 2534) by standard manufacturing method of satisfying a number equal to or less than [...] environment-friendly marine fish pontoon for lightweight concrete. Hereinafter, the present invention broadcast receiver through more detailed in the embodiment. In the embodiment for the present invention is only to exemplify these provided, in the embodiment of the present invention these range in the number by one person with skill in the art does not interpreted in the art to will-case. [In the embodiment] In the embodiment 1 Using blast furnace slag based alkali active concrete lightweight aggregate number was high pressure liquid coolant. As coarse aggregate maximum diameter 13 mm deflection of a lightweight aggregate, fine aggregate in a 5 mm maximum diameter as lightweight aggregate has been used in natural sand (continuous treatment for distribution). A reference number in table 1 shown in KS used to aggregate properties. Comparison example 1 In the embodiment 1 in a number equal to a discontinuous distribution in the embodiment 1 and a light concrete embodiment [...] number was high pressure liquid coolant. The lower limit line in the embodiment 1 and comparison example 1 of aggregate and aggregate particle size liveliness and also 1 KS F 2526 according to the particle size distribution was shown. As shown in fig. 1, the 0 in the embodiment 1. 088 Mm whereas continuous visible to the particle size distribution, the comparison example 1 to aggregate is not 0. Free of discrete showed 3 mm hereinafter cup aggregate particle size distribution. Compression strength measurement In the embodiment 1 and comparison example 1 of compression strength were measured. The device includes a strength test (or 100tonf) drive at least 1MN, were measured according to KS F 4009 method. Thus, in the embodiment 1 of the concrete lightweight concrete prepared by the number by KS standard (KS F 2534) resultant structure can be satisfying confirm it. As more heat, the present invention by lightweight concrete makes it a continuous aggregate particle size distribution because, lightweight aggregate particle size on an interface gap size and lightweight aggregate concrete paste excellent very little of compression strength (KS F 2534) has excellent lightweight concrete standard KS standard satisfying effect flow tides. The present invention above described particular content portion that are directionally-shaped conductor, the party industry in this particularly preferred embodiment only the procedure to only aspect which person with skill in the art, the range of the present invention apparently is the number that are not one will. The, substantial range of the present invention defined by appended claim and their equivalent that will. The present invention relates to a method for producing lightweight concrete, including a step for mixing an artificial lightweight aggregate which is composed of a coarse aggregate whose maximum diameter is 13 mm and a fine aggregate with maximum diameter of 5 mm, while particle distribution of the fine aggregate is continuous. According to the present invention, it is possible to produce lightweight concrete for fish farm pontoons, satisfying standard KS standard (KS F 2534) of lightweight concrete produced by the production method. COPYRIGHT KIPO 2017 13 Mm in maximum diameter 5 mm in maximum diameter cup aggregate coarse aggregate including vegetable of lightweight concrete characterized in lightweight aggregate manufacturing method, characterized in that said cup aggregate size distribution wherein the marine fish pontoon for lightweight concrete of continuous manufacturing method. Maximum size (mm) Specific gravity The absorptance which will bite (%) Assembly rate (fineness modulus) Lightweight aggregate Expanded clay granule 13 1. 04 32 5. 8 Expanded clay granule 5 1. 07 33 4. 9 Fine aggregate Sand 5 2. 5 2. 7 3. 0 Classification In compressive strength (MPa) material age 28 Unit volume mass (kg/m3 ) KS reference Measurements KS reference Measurements In the embodiment 1 27. 0 Or more 34. 9 1840 Hereinafter 1800 Comparison example 1 27. 0 Or more 22. 5 1840 Hereinafter 1730