首页> 外国专利> Tendon fixing system of long span fire resistance deck strained at deck end and construction method of the same

Tendon fixing system of long span fire resistance deck strained at deck end and construction method of the same

机译:大跨度耐火甲板端部张紧的腱固定系统及其施工方法

摘要

The present invention can prevent deformation in the long span by giving a bending displacement amount upward without damaging or damaging the deck plate at the end of the deck, The present invention provides a tension-fixing system for a long-span refractory deck which is tension-fused in a trench and a method of construction thereof.The tension member fixing system of a long span refractory deck subjected to tension fixation at a deck end according to a preferred embodiment of the present invention is a tension member fixing system for controlling deflection of a deck plate main body supported by H beams opposing each other with a tension member, A supporter for a tension member which is joined to two places of the concrete filling cores which are opened upward of the deck plate main body; A tail fin reinforcing angle joined to both side end side edges of the deck plate body; And a tension member fixing hole joined to the rear edge reinforcing angle in a direction perpendicular to an arrangement direction of the deck plate main body; The opposite ends of the tensile material are inserted into the respective tensile member fitting grooves of the supporter for supporting the tensile material installed at two places, and then the upwardly bending force is generated in the deck plate body by tensing the tensile material.
机译:本发明通过在不损坏或损坏甲板端部的甲板板上向上提供弯曲位移量来防止大跨度变形。本发明提供了一种用于大跨度耐火甲板的张力固定系统,其张力为根据本发明的一个优选实施例的大跨度耐火甲板的受拉构件在甲板端部受拉固定,该受拉构件固定系统是一种用于控制混凝土的挠曲的受拉构件固定系统。通过用抗拉构件彼此相对的H形梁支撑的平板主体,用于抗拉构件的支撑件,所述支撑构件与在所述平板主体上方敞开的两个位置的混凝土填充芯接合。尾鳍加强角连接到盖板主体的两个侧端侧边缘。并且,在与甲板主体的配置方向垂直的方向上与后缘加强角接合的受拉构件固定孔。将抗拉材料的相对端插入到用于支撑安装在两个位置的抗拉材料的支撑器的各个抗拉构件装配槽中,然后通过拉紧抗拉材料而在甲板主体中产生向上的弯曲力。

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