A large-span prefabricated corrugated steel web composite girder top and bottom slab synchronous pouring formwork and its application method

A corrugated steel web and simultaneous pouring technology, which is applied in buildings, bridges, bridge construction, etc., can solve the problems that the construction quality is difficult to guarantee, and the formwork construction quality is greatly affected by the proficiency of workers and site conditions, so as to benefit structural mechanics. High performance, high appearance quality of structures, and tight formwork seams

Active Publication Date: 2021-01-22
NO 6 ENG CO LTD OF CCCC FIRST HIGHWAY ENG
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0003] Traditional wooden formwork requires carpenters to process the formwork according to the structural construction drawings. The quality of formwork construction is greatly affected by the proficiency of workers and site conditions, and the construction quality is difficult to guarantee

Method used

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  • A large-span prefabricated corrugated steel web composite girder top and bottom slab synchronous pouring formwork and its application method
  • A large-span prefabricated corrugated steel web composite girder top and bottom slab synchronous pouring formwork and its application method
  • A large-span prefabricated corrugated steel web composite girder top and bottom slab synchronous pouring formwork and its application method

Examples

Experimental program
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Effect test

Embodiment 1

[0040] see Figure 1-4 , a large-span prefabricated corrugated steel web composite girder roof and floor synchronous casting formwork, mainly including suspended beam 1, combined inner mold 2, retractable retractable support frame 3, combined positioning side mold 4, side mold Fine-tuning screw support 5, vibration hole 6 on the bottom plate of the combined inner mold, ash hole 7 on the top plate of the combined inner mold, a telescopic support frame 9 and a corrugated pressure plate 16; The side mold fine-tuning screw support 5 can adjust the height of the side mold fine-tuning screw support 5 to accurately adjust the angle of the combined positioning side mold 4; Bolt connection is adopted, and the expansion degree of the top plate of the combined inner mold 2 is controlled by adjusting the retractable telescopic support frame 3, and the top plate of the combined inner mold 2 is fixed; the telescopic support frame 9 is used between the side plates of the combined inner mold ...

Embodiment 2

[0046] A method for using a formwork for synchronous pouring of the top and bottom slabs of a long-span prefabricated corrugated steel web composite girder, which adopts the forms of side-wrapped bottom, measuring-wrapped end, and bottom-wrapped end to realize a synchronous pouring of the top and bottom slabs of a long-span prefabricated corrugated steel web composite girder Purpose.

[0047] A method for using a synchronous pouring formwork for the top and bottom slabs of a large-span prefabricated corrugated steel web composite beam, comprising the following steps:

[0048] Step 1: After binding the bottom layer of the large-span prefabricated corrugated steel web composite beam bottom plate and the tooth block steel bars on the pedestal, install the combined positioning side form 4; use a gantry crane to install the combined positioning side form 4 Hoisting in blocks to the design position;

[0049] Step 2: adjust the fine-tuning screw support 5 of the side form, so that t...

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Abstract

The invention discloses a large-span prefabricated corrugated steel web composite beam top and bottom plate synchronous pouring template and a using method thereof. The large-span prefabricated corrugated steel web composite beam top and bottom plate synchronous pouring template comprises a suspended crossbeam (1), a combined internal formwork (2), a reverse-lifting telescopic supporting frame (3), a combined positioning side formwork (4), side formwork fine-tuning screw supports (5), a combined internal formwork bottom plate vibrating hole (6), a combined internal formwork top plate ash discharging hole (7), a telescopic supporting frame (9) and a corrugated pressing plate (16); a plurality of side formwork fine-tuning screw supports (5) are arranged at the bottom of a combined structuretruss of the combined positioning side formwork (4); the reverse-lifting telescopic supporting frame (3) is connected with the combined internal formwork (2) through bolts; the telescopic supporting frame (9) is used for supporting between side plates of the combined internal formwork (2); and the corrugated pressing plate (16) is arranged on the side formwork of the bottom plate of the combined positioning side formwork (4). According to the large-span prefabricated corrugated steel web composite beam top and bottom plate synchronous pouring template, the synchronous pouring of the top and bottom plates of the large-span prefabricated corrugated steel web composite beam and the standardization of the overall prefabrication of the large-span prefabricated corrugated steel web composite beam are achieved.

Description

technical field [0001] The invention relates to the technical field of a long-span corrugated steel web composite beam formwork and its application method, in particular to a large-span prefabricated corrugated steel web composite beam top and bottom slab synchronous pouring formwork and its application method. Background technique [0002] At present, domestic engineering construction is in a transition period. Compared with the traditional construction industry, it has put forward new requirements for environmental protection, green construction, and energy consumption reduction. As a construction general contracting enterprise, how to improve the traditional construction technology and methods to cater to the development trend has become an urgent problem to be solved. As a new bridge structure, corrugated steel web composite steel box girder bridge has low dead weight, saves building materials, and can reduce project cost. At the same time, it can realize the overall pr...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E01D21/00E01D2/04
CPCE01D2/04E01D21/00
Inventor 王成伟刘伟李可科刘拯孔繁富江财发韩耀伟南志李思海王俊野高波袁波周志会王坤杰张宇塵
Owner NO 6 ENG CO LTD OF CCCC FIRST HIGHWAY ENG
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