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STUDY ON MIXTURE PROPORTIONS AND CASTING METHOD OF POROUS CONCRETE WITH THE SHELL

机译:带壳多孔混凝土的配合比及铸造方法研究

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摘要

To develop the porous concrete using the shell which has been discarded numerously as industrial wastes, several kinds of admixtures were applied to secure the bond between mortar and scallop having the smooth inside. The strength of the shell porous concrete was considered to be affected by the bond strength of the mortar, while it was also confirmed little influenced by the bond strength when the latter exceeded the strength of shell itself. Also, the compressive strength and the void ratio of the shell porous concrete using the shell blended with crushed stone were examined. The more the blending ratio of crushed stone with shell, the compressive strength and the void ratio increased. However, void ratio decreased when the blending percentage of that exceeded a constant value. The shell porous concrete had high strength and void ratio when constant fluidity and bond strength of mortar are secured without vibration. The concrete product using scallop shell having required strength could be manufactured by casting simultaneously with normal concrete.
机译:为了使用已经被大量丢弃为工业废料的壳来开发多孔混凝土,使用了几种掺合料以确保砂浆和扇贝之间具有光滑的内部粘结。壳多孔混凝土的强度被认为受砂浆粘结强度的影响,而当砂浆超过壳本身的强度时,粘结强度的影响也很小。此外,还研究了使用掺有碎石的壳的壳多孔混凝土的抗压强度和空隙率。碎石与壳的混合比越大,抗压强度和空隙率越高。但是,当空隙率超过一定值时,空隙率降低。当确保砂浆的恒定流动性和粘结强度而没有振动时,壳多孔混凝土具有高强度和空隙率。具有扇贝外壳的具有所需强度的混凝土产品可以通过与普通混凝土同时浇铸来制造。

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