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METHOD AND DEVICE FOR INCREMENTAL LAUNCHING OF CONCRETE BRIDGES OUTSIDE OF THEORETICAL ELEVATION LINE

机译:理论高架线以外的混凝土桥梁增量发射的方法和装置

摘要

Method and device for incremental launching of concrete bridges outside theoretical line solves the above referenced technical problem by new method of providing for vertical alignment of theoretical elevation line using temporary intermediate concrete structure, for purposes of this application known also as concrete stand, According to the method for achieving arbitrary alignment of the bridge structure (1) (usually box cross section) with incremental launching technology one foresees manufacturing of concrete stand 3. The concrete stand 3 is in its essence the stand under webs (vertical walls) 2 of bridge structure 1 of variable thickness, or height. The bridge construction 1 has usually two webs 2 therefore two concrete stands 3 are necessary. The concrete stands 3 are of approximately equal width as webs 2 and are continuous along whole length of the bridge. The third dimension, i.e. height or thickness (d=f(x)) of said concrete stand 3 has variable value in such a way that in its lower part corresponds to theoretical geometrical conditions for launching, and in its upper part corresponds to arbitrary designed alignment according to bridge construction requirements.
机译:在理论线外逐步发射混凝土桥梁的方法和装置通过使用临时中间混凝土结构提供理论高程线的垂直对齐的新方法解决了上述技术问题,对于本申请而言,该方法也称为混凝土架。一种利用增量发射技术实现桥梁结构(1)(通常是箱形横截面)任意对准的方法,人们可以预见到混凝土支架3的制造。混凝土支架3本质上是位于桥梁结构的腹板(垂直壁)2下的支架1的厚度或高度可变。桥梁结构1通常具有两个腹板2,因此需要两个混凝土支架3。混凝土支架3的宽度与腹板2的宽度大致相等,并且沿桥的整个长度连续。所述混凝土支架3的第三尺寸,即高度或厚度(d = f(x))具有可变值,使得其下部对应于发射的理论几何条件,而上部对应于任意设计。根据桥梁施工要求对正。

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