Assembly type anti-seismic prefabricated stair node structure

The utility model discloses an assembly type anti-seismic prefabricated stair node structure which comprises a formwork, a pouring concrete layer is arranged on one side of the formwork, a first reinforcing mesh layer is arranged in the pouring concrete layer, a second reinforcing mesh layer is arra...

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creator LI TANGFEI
description The utility model discloses an assembly type anti-seismic prefabricated stair node structure which comprises a formwork, a pouring concrete layer is arranged on one side of the formwork, a first reinforcing mesh layer is arranged in the pouring concrete layer, a second reinforcing mesh layer is arranged on the side, away from the formwork, of the first reinforcing mesh layer, and a second reinforcing mesh layer is arranged on the side, away from the formwork, of the second reinforcing mesh layer. A plurality of first reinforcing rods are arranged between the second reinforcing mesh layer and the first reinforcing mesh layer, second reinforcing rods are arranged on one sides of the first reinforcing rods, and the first reinforcing rods and the second reinforcing rods are fixedly connected through fixing pins. Wherein a first halfpace and a second halfpace are respectively arranged on one side, far away from the template, of the pouring concrete layer, the first halfpace and the second halfpace are alternately
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A plurality of first reinforcing rods are arranged between the second reinforcing mesh layer and the first reinforcing mesh layer, second reinforcing rods are arranged on one sides of the first reinforcing rods, and the first reinforcing rods and the second reinforcing rods are fixedly connected through fixing pins. 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A plurality of first reinforcing rods are arranged between the second reinforcing mesh layer and the first reinforcing mesh layer, second reinforcing rods are arranged on one sides of the first reinforcing rods, and the first reinforcing rods and the second reinforcing rods are fixedly connected through fixing pins. 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A plurality of first reinforcing rods are arranged between the second reinforcing mesh layer and the first reinforcing mesh layer, second reinforcing rods are arranged on one sides of the first reinforcing rods, and the first reinforcing rods and the second reinforcing rods are fixedly connected through fixing pins. Wherein a first halfpace and a second halfpace are respectively arranged on one side, far away from the template, of the pouring concrete layer, the first halfpace and the second halfpace are alternately</abstract><oa>free_for_read</oa></addata></record>
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language chi ; eng
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source esp@cenet
subjects BUILDING
BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES
CEILINGS
FENCING
FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
FIXED CONSTRUCTIONS
FLOORS
GENERAL BUILDING CONSTRUCTIONS
INSULATION OR OTHER PROTECTION OF BUILDINGS
MASTS
ROOFS
SWIMMING OR SPLASH BATHS OR POOLS
TENTS OR CANOPIES, IN GENERAL
WALLS, e.g. PARTITIONS
title Assembly type anti-seismic prefabricated stair node structure
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