PROBLEM TO BE SOLVED: To provide a method for constructing a column capital section of a PC bridge, which dispenses with a large-sized bracket, and is safely implemented through a small number of steps in a short period of time.;SOLUTION: A mold steel material 17 is fixed in a height position to be embedded in lower floor slabs 14 of initial overhang portions 13 on both sides of the column capital section 10, on an upper end surface of a pier head section at an upper end of a preconstructed bridge pier; a lower floor slab forming form for forming the lower floor slab 14 is suspended from the mold steel material; cast-in-place concrete is placed in the lower floor slab forming form, so as to form the lower floor slab 14; a web forming form is assembled by being supported on the lower floor slab 14; the cast-in-place concrete is placed to form a plurality of webs 15; an upper floor slab forming form for forming an upper floor slab 16 is assembled by being supported on the webs 15 and the lower floor slab 14; and the cast-in-place concrete is placed, so that the upper floor slab and the webs can be formed in an integrated state.;COPYRIGHT: (C)2010,JPO&INPIT
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