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INNER FORM FOR CAST-IN-PLACE LINING CONCRETE CONSTRUCTION METHOD BY SHIELD

机译:盾构法施工现场衬砌混凝土的内部形式

摘要

PROBLEM TO BE SOLVED: To provide an inner form for a cast-in-place lining concrete construction method by a shield, in which form-removed inner forms can be easily assembled in a short time particularly in the case of curve construction.;SOLUTION: An inner form consists of two split forms 2a, 2b having tapered surfaces 3a, 3b respectively, which are split back and front so that split surfaces are inclined with respect to a concrete form axis line. When a shield machine performs linear construction, the split forms 2a, 2b are assembled so that the tapered surface 3a regulating the maximum width of one split concrete form 2a and the tapered surface 3b regulating the minimum width of the other split concrete form 2b are brought into contact with each other. When the shield machine performs curve construction, the split forms 2a, 2b are assembled so that the tapered surfaces 3a, 3b regulating the maximum widths of the two split concrete forms 2a, 2b are brought into contact with each other.;COPYRIGHT: (C)2015,JPO&INPIT
机译:解决的问题:提供一种通过屏蔽的现浇衬砌混凝土施工方法的内部模板,在这种情况下,尤其是在曲线施工的情况下,可以很容易地在短时间内组装去除模板的内部模板。 :内部模板由两个分别具有锥形表面3a,3b的分割模板2a,2b组成,它们分别向后和向前分割,以使分割表面相对于混凝土模板轴线倾斜。当盾构机进行线性施工时,将拼合模板2a,2b组装成使得调节一个拼合混凝土模板2a的最大宽度的锥形表面3a和调节另一拼合混凝土模板2b的最小宽度的锥形表面3b成为可能。彼此接触。当盾构机进行曲线施工时,将拼合模板2a,2b组装在一起,使调节两个拼合混凝土模板2a,2b的最大宽度的锥形表面3a,3b彼此接触。 )2015,JPO&INPIT

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