Large-span variable-section beam

A variable-section beam and large-span technology, applied in the direction of girders, joists, truss beams, etc., can solve problems such as insufficient shear bearing capacity, reduced beam section height, and large proportion of structural self-weight, so as to save engineering cost, The force is clear and the effect of reducing the difficulty of construction

A variable-section beam and large-span technology, applied in the direction of girders, joists, truss beams, etc., can solve problems such as insufficient shear bearing capacity, reduced beam section height, and large proportion of structural self-weight, so as to save engineering cost, The force is clear and the effect of reducing the difficulty of construction

CN111173192AActive Publication Date: 2020-05-19SHANDONG JIANZHU UNIV

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  • Large-span variable-section beam
  • Large-span variable-section beam
  • Large-span variable-section beam

Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0024] Such as figure 1 and figure 2 As shown, a large-span variable-section beam includes a column 1, a cantilever section 2, a simply supported section 3 and a short beam section. The cantilever section 2 is located on both sides and is fixedly connected to the column 1. The simply supported section 3 is located in the middle and its two sides The ends are respectively connected with two cantilever sections 2 through short beam sections. Cantilever section 2 and simply supported section 2 are both made of reinforced concrete. The short beam section includes the cantilever side short beam section 4 and the simply supported side short beam section 5, the cantilever side short beam section 4 and the simply supported side short beam section 5 are all shaped steel, the cantilever side short beam section 4 and the simply supported side short beam section 5 are connected by a pin shaft 8, the end of the short beam section 4 on the cantilever side extends to the inside of the can...

Embodiment 2

[0027] Such as Figure 5 and Figure 6 As shown, a large-span variable-section beam includes a column 1, a cantilever section 2, a simply supported section 3 and a short beam section. The cantilever section 2 is located on both sides and is fixedly connected to the column 1. The simply supported section 3 is located in the middle and its two sides The ends are respectively connected with two cantilever sections 2 through short beam sections. Cantilever section 2 and simply supported section 2 are both made of reinforced concrete. The short beam section includes the cantilever side short beam section 4 and the simply supported side short beam section 5, the cantilever side short beam section 4 and the simply supported side short beam section 5 are all shaped steel, the cantilever side short beam section 4 and the simply supported side short beam section 5 are connected by a pin shaft 8, the end of the short beam section 4 on the cantilever side extends to the inside of the ca...

Embodiment 3

[0032] Such as Figure 7 and Figure 8 As shown, a large-span variable-section beam includes a column 1, a cantilever section 2, a simply supported section 3 and a short beam section. The cantilever section 2 is located on both sides and is fixedly connected to the column 1. The simply supported section 3 is located. One end of the 3 is connected to the cantilever section 2 on one side through a short beam section, and the other end of the simply supported section 3 is fixedly connected to the cantilever section 2 on the other side. Cantilever section 2 and simply supported section 2 are both made of reinforced concrete. The short beam section includes the cantilever side short beam section 4 and the simply supported side short beam section 5, the cantilever side short beam section 4 and the simply supported side short beam section 5 are all shaped steel, the cantilever side short beam section 4 and the simply supported side short beam section 5 are connected by a pin shaft ...

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Abstract

The invention relates to the field of building construction, in particular to a large-span variable-section beam. The beam comprises columns, cantilever sections, simply supported sections and short beam sections; the cantilever sections are located on the two sides and fixedly connected with the columns; the simply supported sections are located in the middle, and at least one ends of the simplysupported sections are connected with the cantilever sections through the short beam sections; the short beam sections comprises cantilever side short beam sections and simply supported side short beam sections, wherein the cantilever side short beam sections are hinged to the simply supported side short beam sections, the ends of the cantilever side short beam sections are fixedly connected withthe cantilever sections, and the ends of the simply supported side short beam sections are fixedly connected with the simply supported sections; and the section height of the short beam sections is smaller than the section height of the cantilever sections and the section height of the simply supported sections. According to the large-span variable-section beam, the local section height can be effectively reduced, so that the local use space height of a building is increased, the space use requirement of the building is met, the building floor height does not need to be increased due to devicepipelines and the like, and the construction cost is saved.

Description

technical field [0001] The invention relates to the field of building structures, in particular to a large-span variable-section beam. Background technique [0002] With the rapid development of the economy and the improvement of people's living standards, people's demand for construction products is also increasing. High-rise and super high-rise buildings such as shopping malls, hotels, office buildings, airports, railway stations, and large urban complexes many. In order to meet the requirements of building quality, local long-span structures are unavoidable. Local long-span structures mean that local structures require a larger cross-sectional height of beams. For the sake of building economy, building height control is relatively strict, and long-span spaces need to be considered comprehensively The space reserved for equipment and pipelines, architectural decoration practices, and the setting of fire shutters are generally insufficient for the cross-sectional height of...

Claims

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Application Information

Patent Timeline
19 May 2020
Publication
CN111173192A
IPC
E04C3/02; E04B1/58; E04B1/18
CPC
E04B1/185; E04B1/58; E04B2001/5868; E04C3/02
Inventors
李士彬; 田艳玫