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这种施工方法,是在现浇钢筋混凝土地坑中,采用钢管扣件脚手组成骨架进行水平滑模施工。构造要点是:外模采用砧护壁,内模用钢管扣件脚手组成空间骨架,外包铁皮,用卷扬机牵引,在底板预铺的12号工字钢轨道上滑行。混凝土分层浇捣,两侧平衡上升,平均每30～40分钟滑行一次,每次滑行0.8～1米。混凝土出模后,一般表面平整光滑,不需要用人工抹压。
This construction method is cast in-situ reinforced concrete pit, the use of steel pipe fasteners scaffolding skeleton for horizontal sliding mode construction. The main points of construction are as follows: the outer mold adopts the anvil protecting wall, and the inner mold uses the steel pipe fastener to form the space skeleton, outsources the iron sheet, and pulls it with a winch, and slides on the 12th I-beam rail pre-laid on the bottom plate. Stratified concrete pounding, rising balance on both sides, an average of every 30 to 40 minutes taxiing, gliding each 0.8 to 1 meter. Concrete after the mold, the general surface smooth, do not need to manually wipe pressure.