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A modular splicing method of beam-column system

A modular, beam-column technology, applied in the direction of architecture, building construction, etc., can solve the problems of long construction time, waste of materials, long construction period, etc.

Active Publication Date: 2021-09-21
SHENYANG JIANZHU UNIVERSITY
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0002] Steel structure high-rise, multi-storey and large-space buildings with low construction efficiency often lead to a lot of time wasted and long construction periods; moreover, the investment in equipment is large and the labor cost is high
Not only is it not conducive to the cost saving of time and money, but also has a negative impact on environmental protection and energy saving, and there are problems such as waste of materials
High labor costs, long construction times and heavy maintenance are just a few of the many problems with traditional construction methods

Method used

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  • A modular splicing method of beam-column system
  • A modular splicing method of beam-column system
  • A modular splicing method of beam-column system

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Embodiment Construction

[0041] The specific steps of the present invention are described in detail. The beam-column system modular splicing method includes the following steps:

[0042] Step 1. First, according to the construction needs, fix the flange fastening plate 1 at the desired position; the flange fastening plate 1 is composed of two parallel-arranged circular beam column insertion plates 8, and the two horizontally arranged beam column The middle part of the socket 8 is connected by a vertical socket connection column 10 . Moreover, the middle part of the plug-in connection column 10 of the flange fastening disc 1 is provided with an intermediate column 7 through which the intermediate column 7 is used for basic positioning and is also a core stabilizing unit; The outer periphery of 7 is respectively provided with a number of beam column sockets 9 equidistantly arranged along the circumference; between the two beam column inserts 8 of the flange fastening plate 1, there is also a socket for...

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Abstract

A beam-column system modular splicing method solves the problems of low construction efficiency, long construction period, large equipment investment, high labor cost, and unfavorable environmental protection and energy conservation existing in the prior art. In this beam-column system modular splicing method, a number of tenon beams are inserted into the beam-column connection cavity of the flange fastening plate, and several groups of beam columns, lower chord columns and beam columns respectively arranged below and above the flange fastening plate are used. The locking of the upper chord and the beam column mortise and tenon lock between the upper end of the lower chord of the beam column and the lower end of the upper chord of the beam column, firmly connect the tenon beam, the lower chord of the beam column and the upper chord of the beam column to the beam column of the flange fastening plate At the same time, the upper ends of the upper chords of each beam column are respectively connected to the lower ends of the lower chords of the beam column connected under the upper flange fastening plate through the beam column connection column. The beam-column system constructed by the modular splicing method has strong variability, simple structure, reasonable force, convenient installation and disassembly, easy maintenance, light structure weight and strong extensibility.

Description

technical field [0001] The invention belongs to the technical field of steel structure high-rise, multi-storey and large-space building construction, and specifically relates to a beam-column system with strong variability, simple structure, reasonable force, convenient installation and disassembly, easy maintenance, light structure weight, and expandable structure. Strong beam-column system modular splicing method. Background technique [0002] Steel structure high-rise, multi-storey and large-space buildings with low construction efficiency often lead to a lot of time wasted and long construction periods; moreover, the investment in equipment is large and the labor cost is high. Not only is it not conducive to the cost saving of time and money, but also has a negative impact on environmental protection and energy saving, and there are problems such as waste of materials. High labor costs, long construction times and heavy maintenance are just a few of the many problems wi...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E04B1/58E04B1/343
CPCE04B1/34326E04B1/58E04B1/5812E04B2001/5887
Inventor 张龙巍陈宇王超蔡新冬孙洪涛
Owner SHENYANG JIANZHU UNIVERSITY
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