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LINING CONCRETE CASTING AND CURING METHOD AND LINING CONCRETE CASTING AND CURING FORM

机译:衬砌混凝土浇筑及粘结方法及衬砌混凝土浇筑及形式

摘要

PROBLEM TO BE SOLVED: To obtain a tunnel with uniform compression strength, along with prescribed compression strength within a prescribed time.;SOLUTION: In a lining concrete casting and curing method of the present invention, lining concrete is cast and cured in a plurality of steps outside of a form when constructing a tunnel. The form is heated such that a temperature difference results between an area of the form where the concrete cast first comes in contact with and an area of the form where the concrete cast later comes in contact with, and then the lining concrete is cast and cured outside of the form. A lining concrete casting and curing form of the present invention includes a planar heat dissipating body provided separately at two or more locations inside a skin plate of the form having an upper edge form, a side form and an inverted form, along with temperature control means capable of controlling the temperature of each of the planar heat dissipating bodies separately.;SELECTED DRAWING: Figure 1;COPYRIGHT: (C)2016,JPO&INPIT
机译:解决的问题:为了在规定的时间内获得具有均匀抗压强度和规定抗压强度的隧道。解决方案:在本发明的衬砌混凝土浇铸和养护方法中,衬砌混凝土以多种方式浇铸和养护。在构建隧道时会跳出表单。加热模板,使得在首先与混凝土浇铸接触的模板区域与之后与混凝土浇铸接触的模板区域之间产生温差,然后浇铸和固化衬砌混凝土在表格之外。本发明的衬砌混凝土浇铸和固化模板包括平面散热体,该平面散热体分别设置在具有上边缘形式,侧面形式和倒置形式的模板的皮板内部的两个或更多个位置处,以及温度控制装置。能够分别控制每个平面散热体的温度。;部分图纸:图1;版权:(C)2016,JPO&INPIT

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