Subaqueous architecture construction method
A construction method and building technology, applied to buildings, underwater structures, water conservancy projects, etc., can solve the problems of island wall collapse, accidents, filling soil erosion and leakage, etc., and achieve the effect of ensuring safety
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Embodiment 1
[0019] The construction steps of the present invention are as follows: a, the foundation pile 8 is put into the water, and the gravel cushion layer 6 is sprinkled on the surface of the foundation pile 8 underwater, b, the plate-plate combination 16 opening caisson with the steel cage is covered c. In-situ concrete is poured underwater to the top of the slab in the middle gap of the open caisson of the slab-slab unit 16 to form an underwater impermeable wall; d. Outside the slab-slab unit 16, piles The plate conjoined body 1 and the ribbed baffle plate 2 form another wall, and the width of the two walls is the length of the positioning beam 3; e, the positioning beam 3 is buckled on the two walls. f. Fill rubble 4 in the frame composed of slab-slab conjoined body 16, pile-slab conjoined body 1 and ribbed baffle plate 2 to be flush with the top of positioning beam 3 to form subgrade platform 17; g. On the water-facing surface of subgrade platform 17 Throwing rubble 5 for slope p...
Embodiment 2
[0021] The construction steps of the present invention are as follows: a, the foundation pile 8 is put into the water, and the gravel cushion layer 6 is sprinkled on the surface of the foundation pile 8 underwater, b, the plate-plate combination 16 opening caisson with the steel cage is covered On the foundation pile 8 and form a ring frame; c, in the middle gap of the open caisson of the slab combined body 16, the underwater concrete is poured to the top of the slab to form an underwater impermeable wall; d, outside the slab combined body 16 The other wall is composed of the pile-slab conjoined body 1 and the ribbed baffle 2, and the width of the two walls is the length of the positioning beam 3; e, the positioning beam 3 is buckled on the two walls. f. Fill the rubble 4 in the frame to be flush with the top of the positioning beam 3 to form the roadbed platform 17; g. Throw the slope protection rubble 5 outside the roadbed platform 17 to form the first step; h. On the slab jo...
Embodiment 3
[0023] The construction steps of the present invention are as follows: a, the foundation pile 8 is put into the water, and the gravel cushion layer 6 is sprinkled on the surface of the foundation pile 8 underwater, b, the plate-plate combination 16 opening caisson with the steel cage is covered piles and form a ring-shaped frame; c, in-situ concrete is poured underwater in the middle gap of the slab joint 16 open caisson to the top of the slab to form an underwater impermeable wall; d, outside the slab joint 16, the piles The plate conjoined body 1 and the ribbed baffle plate 2 form another wall, and the width of the two walls is the length of the positioning beam 3; e, the positioning beam 3 is buckled on the two walls. f. Filling rubble 4 in the framework is flush with the top of the positioning beam 3 to form a subgrade platform 17; g. Throwing rubble 5 for slope protection on the facing surface of the subgrade platform 17 to form the first step; h. On body 16, cast-in-plac...
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