Storage tank construction method
The storage tank construction method includes a step of forming a side wall while a temporary opening is provided, a step of fitting precast concrete slabs into respective inner and outer wall sides of the temporary opening to close the inner and outer wall sides of the temporary opening, and a step of pouring concrete between the precast concrete slabs using the precast concrete slabs as molds to block the temporary opening.
1. A storage tank construction method comprising:
a step of forming a side wall while a temporary opening is provided;
a step of fitting precast concrete slabs into respective inner and outer wall sides of the temporary opening to close the inner and outer wall sides of the temporary opening, each of the precast concrete slabs including a first surface and a second surface opposite to the first surface, and the first surfaces of the precast concrete slabs facing each other when the precast concrete slabs are fit into the respective inner and outer wall sides of the temporary opening; and
a step of pouring concrete between the precast concrete slabs using the precast concrete slabs as molds to block the temporary opening,
wherein metal plates are previously bonded to the first surfaces of the precast concrete slabs,
wherein a first connecting fitting which is configured to be connected to a side-wall connecting fitting embedded in the side wall is embedded in the precast concrete slab fit into the inner wall side of the temporary opening so that the first connecting fitting is exposed to the first surface of the precast concrete slab fit into the inner wall side of the temporary opening,
wherein a shape of the metal plate, which is bonded to the first surface of the precast concrete slab fit into the inner wall side of the temporary opening, has a shape that avoids a position at which the first connecting fitting is embedded in the precast concrete slab, and
wherein a second connecting fitting which is configured to be connected to a side-wall connecting fitting embedded in the side wall is embedded in the precast concrete slab fit into the outer wall side of the temporary opening so that the second connecting fitting is exposed to the second surface of the precast concrete slab fit into the outer wall side of the temporary opening.
2. The storage tank construction method according to claim 1 , wherein, after the precast concrete slabs are fitted into the respective inner and outer wall sides of the temporary opening, a separator is mounted between the precast concrete slabs to maintain a constant interval between the precast concrete slabs, and then the concrete is poured between the precast concrete slabs.
3. The storage tank construction method according to claim 1 , wherein
cutout grooves are formed in an upper end of the precast concrete slab fit into the outer wall side of the temporary opening, and in an upper end of the metal plate which is bonded to the first surface of the precast concrete slab fit into the outer wall side of the temporary opening.
4. The storage tank construction method according to claim 2 , wherein:
a nut configured to be screwed to one end side of the separator is embedded in a center of the first surface of the precast concrete slab fit into the inner wall side of the temporary opening such that the nut is exposed to the first surface of the precast concrete slab fit into the inner wall side of the temporary opening, and a through-hole configured to communicate with the nut is formed in a center of the metal plate which is bonded to the first surface of the precast concrete slab fit into the inner wall side of the temporary opening; and
through-holes for inserting the separator are formed in a center of the precast concrete slab fit into the outer wall side of the temporary opening, and in a center of the metal plate which is bonded to the first surface of the precast concrete slab fit into the outer wall side of the temporary opening.