Construction method of complicated beam column joint core area

A construction method and technology of beam-column joints, which are applied in the directions of construction, building structure, and building materials, etc., can solve the problem that the construction quality of the core area of ​​beam-column joints is difficult to obtain due guarantee, the welding operation surface of the steel bars at the bottom of the beam is insufficient, It is difficult to control the welding quality of ribbed plates, etc., so as to ensure the first pass rate of concealed acceptance, improve the construction quality, and achieve the effect of high forming rate at one time of construction

Inactive Publication Date: 2016-02-17
徐仁贵
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Problems solved by technology

[0003] The emergence of steel concrete and prestress plays a prominent role in realizing "large-span space" for building structures. However, when steel beams, steel columns, prestress, and even multi-beam intersections appear at the same time, the construction process is complicated and the construction is difficult. In particular, the construction quality of the core area of ​​such complex beam-column joints is difficult to get due guarantee
The beam-col

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  • Construction method of complicated beam column joint core area
  • Construction method of complicated beam column joint core area
  • Construction method of complicated beam column joint core area

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[0027] The technical solutions in the present application will be described clearly and completely in conjunction with the accompanying drawings. Obviously, the described embodiments are only a part of the embodiments of the present application, rather than all the embodiments. Based on the embodiments in this application, all other embodiments obtained by those of ordinary skill in the art without creative work shall fall within the protection scope of this application.

[0028] Such as figure 1 As shown, the construction method for the core area of ​​the complex beam-column node of the present invention includes the following steps:

[0029] A. Perform comprehensive deepening of the steel structure deepening drawing, prestressing deepening drawing, structural beam drawing, and column drawing, using the computer to perform three-dimensional modeling and plane lofting of the nodes, checking the spatial relationship between the components, and judging whether it meets the design req...

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Abstract

The invention relates to a construction method of a complicated beam column joint core area. The construction method comprises the following steps of carrying out integrated deepened lofting on a steel structure deepening figure, a prestress deepening figure, a structure beam figure and a column figure; carrying out three-dimensional modeling and planar lofting on joints by using a computer; carrying out deepening lofting according to the ratio of 1:1; manufacturing a lofting figure of ribs on upper portions of beams at the positions of the joints, a lofting figure of ribs on the lower portions of the beams at the positions of the joints and a profile map at the position of each joint; and controlling feeding of reinforcing steel bars, steel structures, prestress and construction procedures. An optimized principle of considering the reinforcing steel bars at first and then considering cross sections is adopted, and respective anchoring of supports is avoided; when beam steels cannot penetrate through the joints, the joint core area is anchored; when the beam steels cannot penetrate through the joints or cannot be anchored, the beam steels are welded with profile steel rib lapping plates; and through concealed check acceptance, concrete pouring and maintaining are carried out. By the construction method, construction quality can be guaranteed effectively.

Description

technical field [0001] The invention relates to a construction method for the core area of ​​complex beam-column joints, belonging to the technical field of building construction. Background technique [0002] With the continuous emergence of various new structural forms in my country's architectural field, the methods of structural design have gradually become diversified. From the design point of view, it is necessary to ensure the "safety and firmness" of the physical structure while also ensuring the "functional use, beautiful and exquisite" of the formed building. Undoubtedly, with the continuous development of my country's construction industry, large-scale commercial complex projects Expectations for the latter are also constantly increasing, that is to say, on the premise of meeting the "limit state of bearing capacity", users have a deeper understanding and requirements for the "limit state of normal use" of the building. In order to cater to the development trend o...

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Application Information

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IPC IPC(8): E04G21/00E04G21/12E04G21/14E04B1/58
CPCE04G21/00E04B1/58E04G21/12E04G21/14
Inventor 徐仁贵
Owner 徐仁贵
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