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Construction Method of Bracket Type Internal Formwork Support System

A technology of support system and construction method, applied in the direction of ceramic forming core, ceramic forming mandrel, etc., can solve the problems of time-consuming and laborious disassembly and assembly of inner mold, low reuse rate of inner mold bottom plate and top plate, and large project area.

Active Publication Date: 2019-05-10
CHINA RAILWAY CONSTR BRIDGE ENG BUREAU GRP OF THE FIFTH ENG
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  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

This construction method has good integrity, small error, and good stability, but the required project occupies a large area, the reuse rate of the bottom plate and top plate of the inner formwork is small, and it is time-consuming and laborious to disassemble the inner formwork.

Method used

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  • Construction Method of Bracket Type Internal Formwork Support System

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Embodiment Construction

[0032] The present invention will be further described below in conjunction with the accompanying drawings.

[0033] The present invention is a construction method of a bracket-type internal formwork support system. As shown in Figure 1, the construction process includes: chiseling and installation of concrete pier, installation of "∏" steel brackets, and integral hoisting of the box girder inner formwork. In place, check the formwork support system, pour concrete for the beam body, pull out the inner formwork of the box girder, remove the "Π" steel bracket, seal the groove of the concrete pier, and assemble the inner formwork for the next cycle.

[0034] Its construction steps mainly include:

[0035] (1) Use concrete with the same strength as the beam body to pour the concrete pier. The concrete pier is provided with a reserved hole of ø20mm at a distance of 8.5cm from the bottom surface, and a circular groove with a depth of 10cm is provided at the top. , chisel the surfac...

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Abstract

The invention provides a bracket type inner die supporting system construction method. Construction procedures of the construction method sequentially include concrete cup support chiseling and installing, n-shaped steel bracket installing, box beam inner die integral hoisting, template supporting system checking, beam body concrete pouring, box beam inner die drawing out, n-shaped steel bracket dismounting, concrete cup support groove blocking and next-cycle usage after inner die splicing treatment. The construction method can be used for box beam inner dies different in bottom width and beam length at the same time, universality and adaptability are achieved, the inner die mounting and dismounting effect is improved, and the number of arranged inner templates is reduced; and influences of temporary land use on land and early-stage investment are reduced, the usage number of beam pedestal manufacturing steel bars and the usage amount of concrete are reduced to the maximum degree, the later second ploughing difficulty is lowered, the overall energy saving requirement is met, and the guidance significance is achieved for construction of all box beam type prestress concrete structure inner dies.

Description

technical field [0001] The invention relates to the technical field of bridge construction, in particular to a construction method of a bracket-type internal mold support system. Background technique [0002] With the development of cities, municipal bridges play an irreplaceable role in urban traffic. Nowadays, the construction of municipal bridges is not only large in scale and diversified, but also requires beautiful appearance. Considering the investment cost, construction units often use concrete structural beams instead [0003] The costly steel structure, the design unit designs the large-volume prestressed concrete box girder structure into various [0004] to meet the needs of the appearance of the bridge. [0005] At present, the inner mold of the prefabricated box girder usually adopts the overall hoisting type and the climbing type. Both installation methods are completed by completing the overall installation of the inner mold on the renovation table, and then ...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): B28B7/30B28B7/28
CPCB28B7/285B28B7/30
Inventor 苏春生张庆何十美梁朋刚
Owner CHINA RAILWAY CONSTR BRIDGE ENG BUREAU GRP OF THE FIFTH ENG