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Construction method of high-altitude double-layer super-long cantilever reinforced concrete structure

A reinforced concrete and construction method technology, which is applied in the direction of building structure support, building structure support, building structure support scaffolding, etc., to achieve the effects of optimizing the stress system, preventing force cracking, and saving construction period

Inactive Publication Date: 2020-11-10
CHINA CONSTR EIGHTH ENG DIV
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0004] The technical task of the present invention is to provide a construction method for a high-altitude double-layer ultra-long cantilevered reinforced concrete structure to solve how to improve the construction of a high-altitude large cantilevered structure, save the construction period and effectively control the change of the internal stress of the concrete and the deformation of the section steel to prevent overhanging The problem of section concrete cracking under stress

Method used

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  • Construction method of high-altitude double-layer super-long cantilever reinforced concrete structure
  • Construction method of high-altitude double-layer super-long cantilever reinforced concrete structure
  • Construction method of high-altitude double-layer super-long cantilever reinforced concrete structure

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Embodiment 1

[0049] The construction method of the high-altitude double-layer super-long cantilever reinforced concrete structure of the present invention is specifically as follows:

[0050] S1. The cantilever beam adopts cantilever steel as the foundation of the supporting scaffold. The cantilever steel is fixed by the pre-embedded steel pull ring in the floor slab. The upper part of the cantilever steel is equipped with a steel pipe fastener type full house scaffold;

[0051] S2. In combination with the different cantilever lengths, calculate the bending moment of the lower section steel of the cantilever beam and calculate the support of the cantilever beam to meet the length Install oblique steel supports (steel supports can be steel pipes, section steels, etc.) at the bottom of the cantilevered steel to form a triangular stable force system

[0052] Among them, the cantilevered section steel adopts 36b section steel, and the lower section of the section steel is equipped with A100mm steel p...

Embodiment 2

[0079] As attached Figure 5 As shown, the process flow of the construction method of the high-altitude double-layer super-long cantilever reinforced concrete structure of the present invention is as follows:

[0080] (1) Measuring and setting out;

[0081] (2) Pre-embedded anchor plate;

[0082] (3) U-shaped pull ring installation and side beam buried plate;

[0083] (4) Install I-beam,;

[0084] (5). Installation of the inner frame and diagonal support; the installation of the inner frame is as follows:

[0085] (5-1-1), internal erection;

[0086] (5-1-2), steel bar processing;

[0087] (5-1-3), Lay scaffolding boards and frame erection;

[0088] The installation of inclined support is as follows:

[0089] (5-2-1), diagonal support installation;

[0090] (5-2-2), cantilever steel horizontal rod connection;

[0091] (5-2-3), diagonal support horizontal and diagonal connecting rod;

[0092] (5-2-4) Ribbing at the overlapping part of diagonal support and section steel;

[0093] (6) Supporting be...

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PUM

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Abstract

The invention discloses a construction method of a high-altitude double-layer super-long cantilever reinforced concrete structure, belongs to the field of building construction, and aims to solve thetechnical problems about how to perfect high-altitude large cantilever structure construction, effectively control the internal stress change of concrete and profile steel deformation while the construction period is saved, and prevent cantilever section concrete from cracking due to stress. According to the adopted technical scheme, a method specifically comprises the following steps that S1, cantilever section steel is adopted in a cantilever beam to serve as foundations for supporting scaffolds, the cantilever section steel is fixed through steel bar pull rings pre-buried in floor slabs, and the steel pipe fastener type all-round scaffolds are erected at the upper portions of the cantilever section steel; S2, in combination with different cantilever lengths, the bending moment of the section steel at the lower part of the cantilever beam is checked, and calculation that a cantilever section steel beam support meets the length range of the cantilever beam is carried out; S3, horizontal connecting rod pieces are installed between the cantilever section steel; and S4, a lever method principle is applied to construction of the double-layer cantilever reinforced concrete structure, and construction is conducted from inside to outside when a full supporting frame is erected.

Description

Technical field [0001] The invention relates to the field of building construction, in particular to a construction method of a high-altitude double-layer super-long cantilevered reinforced concrete structure. Background technique [0002] Scaffold refers to various supports erected on construction site for workers to operate and solve vertical and horizontal transportation. A general term in the construction industry, refers to the construction site used for exterior walls, interior decoration, or places with high floors that cannot be directly constructed. Mainly for construction personnel to work up and down or to protect the outer safety net and high-altitude installation of components. To put it bluntly, it is to set up scaffolding. Scaffolding materials usually include bamboo, wood, steel pipe or synthetic materials. Some projects also use scaffolding as templates, and are also widely used in the advertising industry, municipal administration, traffic roads and bridges, mi...

Claims

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Application Information

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IPC IPC(8): E04G3/18E04G3/22E04G5/04E04G5/16
CPCE04G3/18E04G3/22E04G5/04E04G5/16
Inventor 高善友马海龙王西伦郑垒韩宁王宁
Owner CHINA CONSTR EIGHTH ENG DIV
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