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METHOD FOR ANCHORING EMBEDDED FORMWORK IN CONCRETE STRUCTURE CONSTRUCTION

机译:混凝土结构施工中嵌入模板的锚固方法

摘要

PROBLEM TO BE SOLVED: To provide a method for anchoring an embedded formwork in a concrete structure construction using an embedded formwork by a precast slab with a connector in which the peeling of an interface between the precast slab and concrete or mortar of the back side placed closely to this is hard to be caused, and the degradation of placement performance of the concrete or mortar placed to the back side due to contact between a connector and an arranged rebar at the back side of the precast slab is configured to be improved, and to provide the precast slab for the embedded formwork that can be properly used for the anchoring method.SOLUTION: A method for anchoring an embedded formwork in a concrete structure construction is characterized by: installing an embedded formwork 6 with a connector comprising a nonmetallic fiber mesh-shaped body provided in the back side at predetermined intervals, against a chipping surface 7 of a wall height column 5, which is one of concrete structures with a rebar 4 arranged therein; anchoring the embedded formwork 6 by placing cement-based shrinkage-compensating mortar 8 between the chipping surface 7 and the embedded formwork 6; and integrating the building frame of the wall height column 5 with the embedded formwork 6 and repairing an existing wall height column 5.
机译:要解决的问题:提供一种通过使用带有连接器的预制板将嵌入式模板锚固在使用嵌入式模板的混凝土结构结构中的嵌入式模板的方法,其中预制板与背面混凝土或砂浆之间的界面剥离很难引起这种情况,并且构造成改善了由于连接器与预制板的背面处的布置的钢筋之间的接触而引起的向背面放置的混凝土或砂浆的放置性能的降低,并且解决方案:一种用于将埋入式模板锚固在混凝土结构中的方法,其特征在于:安装埋入式模板6的连接器包括非金属纤维网形的主体以预定的间隔设置在后侧,抵靠着作为混凝土结构之一的壁高柱5的碎屑表面7其中布置有钢筋4的结构;通过将水泥基收缩补偿砂浆8放置在碎屑表面7和嵌入式模板6之间来锚固嵌入式模板6。并将壁高柱5的建筑框架与嵌入的模板6集成在一起,并修理现有的壁高柱5。

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