首页> 外国专利> CAST-IN-PLACE HOLLOW CORE CONCRETE SLAB STRUCTURE, CAST-IN-PLACE HOLLOW CORE CONCRETE SLAB AND ITS CONSTRUCTION METHOD

CAST-IN-PLACE HOLLOW CORE CONCRETE SLAB STRUCTURE, CAST-IN-PLACE HOLLOW CORE CONCRETE SLAB AND ITS CONSTRUCTION METHOD

机译:现浇空心空心混凝土板结构,现浇空心混凝土板及其施工方法

摘要

PROBLEM TO BE SOLVED: To obtain a more improved cast-in-place hollow core concrete slab capable of facilitating an operation at a site and capable of also enhancing the degree of freedom of the execution of works when the cast-in-place hollow core concrete slab is built.;SOLUTION: An upper-end bar 14 and a lower-end bar 12 are connected by an upper-lower bar connector 40, and the lower-end bar 12 is fixed onto forms 10 by engaging a lower-end member 21 with the upper-end member 25 of a lower-end bar fastener 20 engaged with the forms 10. Consequently, the upper-end bar 14 is not uplifted even when the buoyancy of a buried material 30 works to the upper-end bar 14. Since the lower-end bar fastener 20 is fixed completely to the forms 10 by the operation from the upper section of the forms 10, the operation is easy and safe.;COPYRIGHT: (C)2005,JPO&NCIPI
机译:要解决的问题:获得一种更加改进的现浇空心混凝土楼板,该混凝土楼板能够促进现场操作,并且还能够提高现浇空心混凝土施工的自由度解决方案:上端杆14和下端杆12通过上下杆连接器40连接,下端杆12通过接合下端固定在模板10上部件21与下端杆紧固件20的上端部件25与模板10接合。因此,即使埋入材料30的浮力作用于上端杆,上端杆14也不会被抬起14.由于通过从模板10的上部的操作将下端杆紧固件20完全固定到模板10,因此该操作容易且安全。版权所有:(C)2005,JPO&NCIPI

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