Template supporting system of cast-in-place concrete beam and slab structure

A technology for supporting concrete beams and formwork, which is applied in the fields of formwork/formwork/work frame, building structure, and on-site preparation of building components. Flexible, easy to control the position and verticality of the pole, and ensure the effect of construction quality

Pending Publication Date: 2018-09-25
FUJIAN UNIV OF TECH +1
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0002] At present, in the traditional construction of the cast-in-place concrete beam-slab structure formwork support system, the beam formwork, secondary corrugations, joists and their vertical bars are installed first, and then the positioning line needs to be popped up on the ground or the floor to erect the floor support, and then The main grid, the secondary grid, and finally the slab formwork. This construction process requires elastic wires, and the floor supports are erected first. The process is more complicated, and the position of the vertical poles is not easy to control

Method used

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  • Template supporting system of cast-in-place concrete beam and slab structure
  • Template supporting system of cast-in-place concrete beam and slab structure
  • Template supporting system of cast-in-place concrete beam and slab structure

Examples

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Embodiment Construction

[0023] see figure 1 with figure 2 As shown, a cast-in-place concrete beam-slab structure formwork support system includes a beam formwork mechanism 1 and a plurality of support units 2, and each support unit 2 includes two side formwork connectors 21, a joist 22, a plurality of Telescopic support 23, two-plate formwork 24, two main grids 25, one horizontal bar 26, two jacking brackets 27, two vertical bars 28 and two beam supports 20; on both sides, and realize the fastening connection with the beam formwork mechanism 1 through the pull bolts 29; Between the beam formwork mechanism 1 and between the two-side formwork connectors 21 and the beam formwork mechanism 1, a plurality of corrugations 3 are arranged respectively; The horizontal bar 26 is arranged below the joist 22 in parallel, and the two vertical bars 28 are fixedly connected to both sides of the horizontal bar 26 respectively; The lower end of the jacking 27 is inserted into the vertical bar 28, and is firmly co...

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Abstract

The invention provides a template supporting system of a cast-in-place concrete beam and slab structure. The system comprises a beam template mechanism and a plurality of supporting units, wherein each supporting unit comprises two side mold connecting parts, a carrier beam, a plurality of stretching supports and two templates; the two side mold connecting parts are located on the left and right sides of the beam template mechanism and are connected to the beam template mechanism through a split bolt in a fastening manner; the carrier beam is transversely arranged in the bottoms of the two side mold connecting parts below the beam template mechanism, and a plurality of secondary edges are separately arranged between the carrier beam and the beam template mechanism and between the two sidemold connecting parts and the beam template mechanism; and the stretching supports are arranged below two templates in a spaced manner. The system is novel in structure and flexible to mount and operate. A floor support is erected without snapping a line, so that the system is simple in step, high in construction speed and convenient to control the vertical rod position and the perpendicularity.

Description

technical field [0001] The invention specifically relates to a formwork support system for cast-in-place concrete beam-slab structures. Background technique [0002] At present, in the traditional construction of the cast-in-place concrete beam-slab structure formwork support system, the beam formwork, secondary corrugations, joists and their vertical bars are installed first, and then the positioning line needs to be popped up on the ground or the floor to erect the floor support, and then The main grid, the secondary grid, and finally the slab formwork. This kind of construction process requires elastic wires, and the floor supports are erected first. The process is relatively complicated, and the position of the vertical poles is not easy to control. Contents of the invention [0003] One of the technical problems to be solved by the present invention is to provide a formwork support system for cast-in-place concrete beam-slab structures. [0004] The present invention...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E04G11/48E04G13/04
CPCE04G11/48E04G13/04
Inventor 周继忠吴培良郑永乾郑莲琼杨国叶国松刘木火黄晓锋曾强
Owner FUJIAN UNIV OF TECH
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