Construction method for prefabricated perforated type filling module of ribbed cast-in-place concrete floor slab

A construction method, concrete technology, applied in the direction of construction, building structure, building material processing, etc., to achieve the effects of reducing energy consumption, reducing noise transmission, and overcoming impact noise interference

Inactive Publication Date: 2014-08-27
天津住宅集团建设工程总承包有限公司
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0010] The 3rd to 5th patents are all assembled internal formwork components used in concrete hollow slabs, not suitable for filling densely ribbed cast-in-place concrete slabs with round hole filling modules
[0024] 16 The Chinese patent application number CN200710034716.3 discloses "combined inner mold and its construction method", a combined inner mold and its construction method, which consists of two or more modules that are regularly combined and connected by connecting members. For planar structures or spatial structures, the construction steps include installing formwork and steel bars, setting out wires, placing combined internal forms, binding connecting members, or installing positioning brackets. Micro-ribbed cast-in-place concrete floor slabs with hole-filling modules

Method used

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  • Construction method for prefabricated perforated type filling module of ribbed cast-in-place concrete floor slab
  • Construction method for prefabricated perforated type filling module of ribbed cast-in-place concrete floor slab
  • Construction method for prefabricated perforated type filling module of ribbed cast-in-place concrete floor slab

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Embodiment 1

[0049] (1) set up formwork support frame body 7; (2) install the bottom template 8 of floor slab on described formwork support frame body 7; (3) tie two-way bottom row steel bar 9 on described bottom formwork 8; (4 ) Bind the bottom row of transverse rib beam reinforcement and the bottom row of longitudinal rib beam reinforcement of the rib beam 5 along the horizontal and vertical intervals on the two-way bottom row of reinforcement bars 9 and the bottom row of horizontal rib beam reinforcement bars and the bottom row of longitudinal rib beam reinforcement bars The top row of transverse rib beam steel bars and the top row of longitudinal rib beam steel bars are bound to form multiple squares; (5) two high-foot pads 2 are placed in every other square; (6) each The longitudinal support reinforcement 4 is installed in the row of grids, and the height of the longitudinal support reinforcement 4 is higher than the high foot block 2; the first double-strand U-shaped iron wire 11 is u...

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Abstract

The invention discloses a construction method for a prefabricated perforated type filling module of a ribbed cast-in-place concrete floor slab. The method comprises the following steps of: constructing a template support frame body; arranging a bottom template of the floor slab; binding two-way bottom-row reinforcements on the bottom template; binding bottom-row transverse ribbed beam reinforcements and bottom-row longitudinal ribbed beam reinforcements of ribbed beams on the two-way bottom-row reinforcements, and binding top-row transverse ribbed beam reinforcements and top-row longitudinal ribbed beam reinforcements on the upper parts of the bottom-row transverse ribbed beam reinforcements and the bottom-row longitudinal ribbed beam reinforcements, thereby forming a plurality of squares; placing two high cushion blocks in the first of every two squares; arranging longitudinal bracket reinforcements in each row of squares; arranging a prefabricated filling module in each square; arranging longitudinal anti-floating reinforcements on each prefabricated filling module; binding two-way top-row reinforcements of the floor slab on the longitudinal anti-floating reinforcements; and pouring floor slab concrete. The method is firm in structure, safe and reliable, anti-floating measures are effective, and the self weight of the floor slab is reduced.

Description

technical field [0001] The invention relates to a dense-rib cast-in-place concrete floor slab, in particular to a construction method for prefabricated perforated filling modules of a dense-rib cast-in-place concrete floor slab. Background technique [0002] In my country's current industrial and civil buildings, reinforced concrete structure has the characteristics of wide source of raw materials, mature construction technology and low cost, so it is still the most widely used structural form. However, due to the higher requirements of high-rise buildings, large spaces, flexible partitions and earthquake resistance, it is very necessary to study new reinforced concrete structural systems with advanced technology, reasonable economy and high quality. The cast-in-place concrete hollow-core slab greatly improves the flexibility and economy of construction applications due to its light weight, good rigidity, and full use of floor height. Compared with the traditional technolog...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E04G21/14
Inventor 宋连兴王楠李金华王旭路勇
Owner 天津住宅集团建设工程总承包有限公司
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