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Template used for casting floor beam and construction method of floor beam

A construction method and technology of floor beams, which are applied in the fields of formwork/formwork/work frame, on-site preparation of building components, construction, etc., can solve the problems of floor beam explosion, large formwork gap, and expansion of the formwork, etc., so as to avoid the expansion. mold, prevent mold expansion, reduce the effect of load

Inactive Publication Date: 2017-02-22
CHINA MCC17 GRP
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0004] However, if the above-mentioned technology is used to design the floor beam of frame or frame shear wall structure, when pouring and vibrating, the beam side formwork will be concentrated in force, which will cause mold expansion, which will seriously cause problems such as mold explosion and deformation of the floor beam
In addition, the traditional formwork for beam pouring is mostly fixed by rivets between each formwork, and there is a large gap between adjacent formworks, which will cause grout leakage during pouring

Method used

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  • Template used for casting floor beam and construction method of floor beam
  • Template used for casting floor beam and construction method of floor beam

Examples

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Effect test

Embodiment 1

[0034] like figure 1 , 2 As shown, the present embodiment discloses a formwork for pouring floor beams, including beam bottom formwork 7 , beam side formwork 8 , beam end formwork 15 , and floor slab bottom formwork 13 . The beam bottom formwork 7, the beam end formwork 15, and the beam side formwork 8 form an open structure with an open top, closed sides and bottom. Floor bottom formwork 13 is arranged on the side of beam side formwork 8 top. Also include horizontal back corrugated 9, clamping piece. The horizontal back flute 9 is limited between the clamping piece and the side of the beam side formwork 8 .

[0035] When pouring and vibrating, since the present invention is provided with horizontal back corrugations 9 on both sides of the beam side formwork 8, when the beam side formwork 8 is stressed, part of the force can be dispersed to the horizontal back corrugations 9, thereby reducing the The load of the formwork 8 effectively prevents the phenomenon of mold expans...

Embodiment 2

[0040] like figure 1 , 2 As shown, the present embodiment discloses a formwork for pouring floor beams, including beam bottom formwork 7 , beam side formwork 8 , beam end formwork 15 , and floor slab bottom formwork 13 . The beam bottom formwork 7, the beam end formwork 15, and the beam side formwork 8 form an open structure with an open top, closed sides and bottom. Floor bottom formwork 13 is arranged on the side of beam side formwork 8 top. Also include horizontal back corrugated 9, clamping piece. The horizontal back flute 9 is limited between the clamping piece and the side of the beam side formwork 8 . The beam side formwork installation structure 16 and the beam end formwork installation structure 17 are reserved on the edge of the beam bottom formwork 7 top, the width of the formwork installation structure is the same as the thickness of the beam side formwork 8, and the width of the beam end formwork installation structure 17 is the same as that of the beam end for...

Embodiment 3

[0043] like figure 1 , 2 As shown, the present embodiment discloses a formwork for pouring floor beams, including beam bottom formwork 7 , beam side formwork 8 , beam end formwork 15 , and floor slab bottom formwork 13 . The beam bottom formwork 7, the beam end formwork 15, and the beam side formwork 8 form an open structure with an open top, closed sides and bottom. Floor bottom formwork 13 is arranged on the side of beam side formwork 8 top. Also include horizontal back corrugated 9, clamping piece. The horizontal back flute 9 is limited between the clamping piece and the side of the beam side formwork 8 . The beam side formwork installation structure 16 and the beam end formwork installation structure 17 are reserved on the edge of the beam bottom formwork 7 top, the width of the formwork installation structure is the same as the thickness of the beam side formwork 8, and the width of the beam end formwork installation structure 17 is the same as that of the beam end for...

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Abstract

The invention discloses a template used for casting a floor beam. The template comprises a beam bottom template, a beam side template, a beam end template and a floorslab bottom mold; the beam bottom template, the beam side template and the beam end template form an opening structure with the top opened and the periphery and the bottom closed; the floorslab bottom mold is arranged on the side of the top of the beam side template; the template also comprises a horizontal back ridge and a clamping piece; the horizontal back ridge is limited between the clamping piece and the side face of the beam side template. The invention also discloses a construction method of the floor beam. The template used for casting the floor beam and the construction method of the floor beam disclosed by the invention have the advantages that the floor beam has correct sectional dimension, no mold swelling, no mold explosion, no mud leakage and no deformation, the concrete construction quality is ensured, the construction is simple, the disassembly and the assembly are convenient, and the cost and the unnecessary repair can be effectively reduced and saved.

Description

technical field [0001] The invention relates to the technical field of building engineering, in particular to a formwork for pouring floor beams and a construction method for floor beams. Background technique [0002] The floor beam is the beam that mainly transfers the load of the floor slab to the column or wall, and can be used in the frame or in the brick-concrete. [0003] The construction of floor beams in the prior art is usually realized by the following technical means: a formwork with an opening at the top is set on the full hall support, floor bottom formwork is set at both ends of the formwork opening area, and the beam structure is formed by pouring concrete into the cavity of the formwork . [0004] However, if the above-mentioned technology is used to design the floor beam of the frame or frame shear wall structure, the formwork on the side of the beam will be stressed during pouring and vibration, which will cause mold expansion, which will seriously cause p...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E04G13/04
CPCE04G13/04
Inventor 邹仕山陈世华杨开虎鲍锡刚
Owner CHINA MCC17 GRP
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