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Fabricated steel bar-concrete combined frame structure with column caps

A frame structure, reinforced concrete technology, applied in the direction of building components, building structures, floor slabs, etc.

Inactive Publication Date: 2018-01-23
HUNAN BDF ENERGY SAVING TECH +1
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

In order to promote the healthy development of housing industrialization in our country, recently, the inventor participated in the largest-scale "fabricated large-span steel structure space without secondary beam" chaired by Tongji University, the School of Civil Engineering and Architecture of Central South University, and the National Tianjin Fire Research Institute in his own production base. cavity floor slab full-scale test", "fabricated large-span non-exposed beam reinforced concrete structure full-scale test", "fire-fighting and smoke exhaust test using prefabricated cavity floor slab" to test the innovativeness, advancement and rationality of the inventor's existing technology performance and safety; the test adopts the multi-span load compression full-scale test of the continuous strip and the full-scale test of the ultimate load loading of the prefabricated floor slab. Surrounding cantilever 1.6m, side length 11.6m, compression area 134.56m 2 , The dynamic load is 2KN, and the actual load is 22KN; the limit crack national standard is 1.5mm, and the actual crack is only 0.5mm; the limit deflection calculated according to the national standard is 168mm, and the actual deflection is 39mm; the prefabricated building has no exposed beam in the reinforced concrete structure through the test Or the safety of steel structures without secondary beams; the test verified that the one-way stressed floor components are changed into two-way stressed floors, and the single simply supported floor components are changed into continuous slab structures; the large-span Floor components combined with joint cracking, fire protection, sound insulation, perennial maintenance, assembly technology and other issues, especially the cost of prefabricated buildings has been reduced by 20%; the full-scale test of the structure has laid a solid foundation for further innovation of prefabricated buildings; however, the test Reveal the law of the internal force distribution of the prefabricated building structure, and under the premise of ensuring the safety requirements of the prefabricated building structure, there is still a lot of room for optimization in the prefabricated building technology

Method used

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  • Fabricated steel bar-concrete combined frame structure with column caps
  • Fabricated steel bar-concrete combined frame structure with column caps
  • Fabricated steel bar-concrete combined frame structure with column caps

Examples

Experimental program
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Embodiment Construction

[0025] The invention will be further described below in conjunction with the accompanying drawings.

[0026] figure 1 It is an embodiment of the cross-section of the unobstructed beam floor of the prefabricated convex beam of the present invention. When the present invention is implemented, the prefabricated convex beam 2 and the bottom width of the prefabricated convex beam 2 made in the factory shall be within 600 mm, and the prefabricated convex beam 2 shall be within 600 mm. The height of 2 is within 600mm; in order to reduce the weight, a hollow beam 26 can be formed; when forming a prefabricated convex beam for a floor slab without exposed beams, the lower end of the cavity plate member is concave, and the bottom of the prefabricated convex beam 2 protrudes to a normal height It is within 100mm. At this time, ensure that the direction of the longitudinal rib beam is stressed, and the end of the steel bar at the bottom of the longitudinal rib beam is upturned by 100mm; M...

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Abstract

The invention provides a fabricated steel bar-concrete combined frame structure with column caps. The fabricated steel bar-concrete combined frame structure comprises prefabricated columns, frame beams, cavity plate components, longitudinal combined ribbed beams, reclaimed transverse rib steel bars and combined seams. The fabricated steel bar-concrete combined frame structure is characterized in that stress steel bars are reserved at the two ends of the prefabricated columns; the column caps are formed on the peripheries of the connecting points of the prefabricated columns; the frame beams are post-poured beams or prefabricated beams; frame beam steel bars penetrate through the stress steel bars reserved at the two ends of the connecting positions of the prefabricated columns so as to form a steel bar-concrete combined frame; the cavity plate components are composed of longitudinal steel bar concrete ribbed beams, transverse steel bar concrete ribbed beams, cavity bodies and lower flange plates; the cavity plate components are mounted at the edges of the frame beams; ribbed beam steel bars of the cavity plate components extend into supporting seats of the frame beams; and the cavity plate component combined seams do not penetrate through floor slabs.

Description

technical field [0001] The invention relates to an assembled building system technology, in particular to an assembled reinforced concrete composite frame structure technology with column caps. Background technique [0002] In order to adjust the structure of the construction industry, improve the quality of construction, speed up construction, achieve energy conservation and environmental protection, and reduce project costs, the state has proposed to vigorously promote prefabricated buildings and specified specific implementation plans; It is widely used in wall structure, steel structure and steel-concrete composite structure system, which clarifies the structural system and application field of my country's prefabricated building; however, the prefabricated building floor with long-span horizontal structure has just started, and the common laminated floor is used , The lack of establishment of the technical system leads to high cost and ungroundedness, which restricts the ...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E04B1/00E04B1/20E04B1/21E04B5/14E04B1/41E04B5/48
Inventor 王海崴王本淼
Owner HUNAN BDF ENERGY SAVING TECH
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