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Manufacturing method of internally arranged thin-wall H-shaped steel and wood composite beam

A technology of steel-wood combination and manufacturing method, which is applied in the direction of material gluing, long-strip structural members for load-bearing, structural elements, etc., can solve the problem of low combination efficiency of composite beams, and achieve material saving, simple construction technology, and energy saving The effect of high-strength wood

Inactive Publication Date: 2018-11-16
SOUTHWEAT UNIV OF SCI & TECH
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0006] The purpose of the present invention is to use a small amount of steel in combination under the premise of using a certain amount of wood, give full play to the respective superior mechanical properties of wood and steel, and maximize the flexural bearing capacity of the composite beam to achieve Efficient combined use to improve the low efficiency of the existing steel-wood composite beams

Method used

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  • Manufacturing method of internally arranged thin-wall H-shaped steel and wood composite beam
  • Manufacturing method of internally arranged thin-wall H-shaped steel and wood composite beam
  • Manufacturing method of internally arranged thin-wall H-shaped steel and wood composite beam

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Embodiment 1～13

[0043] A method for manufacturing a built-in thin-walled H-shaped steel-wood composite beam, such as Figure 1~5 shown, including the following steps:

[0044] Step 1. According to the bearing capacity requirements of the built-in thin-walled H-shaped steel-wood composite beam, draw up the dimensions of its thin-walled H-shaped steel 1, upper and lower flange planks 2, and both side web planks 3, and then make thin-walled H-shaped steel 1, upper and lower Flange plank 2, web plank 3 on both sides; described flange plank is cypress; described web plank is pine;

[0045] Step 2, prepare epoxy resin glue; Described epoxy resin glue is epoxy resin AB glue, and wherein A agent and B agent of epoxy resin AB glue are used after mixing evenly by mass ratio 1:1;

[0046] Step 3. Draw the grid line for positioning the position of the connecting bolts of the web plank by using the method of ink line on the web plank, and determine the position for installing the connecting bolts of the ...

Embodiment 14

[0062] Replace the epoxy resin adhesive in step 2 with the epoxy resin adhesive prepared by the following method: the preparation method of the epoxy resin adhesive is: 50 parts of modified epoxy resin, 10 parts of phenolic resin, polyvinyl After mixing 5 parts of polyamine, 10 parts of esterified carrageenan, 5 parts of tertiary amine, 5 parts of stabilizer, 8 parts of reactive diluent and 3 parts of curing agent, stir at 100°C for 60 minutes to obtain epoxy resin glue; The reactive diluent is 1,6-hexanediol diglycidyl ether; the stabilizer is butyl hydroxyanisole;

[0063] The preparation method of the modified epoxy resin is: by weight, add 30 parts of epoxy resin, 15 parts of γ-mercaptopropyltrimethoxysilane and 0.5 part of triethylamine in the supercritical device, after the device is sealed, Introduce carbon dioxide to 30MPa and stir for 2 hours at 60°C, then release the pressure, take 20 parts of the reaction product and 10 parts of N,N'-(4,4'-methylenediphenyl)bismaley...

Embodiment 15

[0066] Replace the epoxy resin adhesive in step 2 with the epoxy resin adhesive prepared by the following method: the preparation method of the epoxy resin adhesive is: 60 parts of modified epoxy resin, 20 parts of phenolic resin, polyvinyl After mixing 6 parts of polyamine, 8 parts of esterified carrageenan, 4 parts of tertiary amine, 4 parts of stabilizer, 6 parts of reactive diluent and 2 parts of curing agent, stir at 100°C for 60 minutes to obtain epoxy resin adhesive; The reactive diluent is 1,6-hexanediol diglycidyl ether; the stabilizer is butyl hydroxyanisole;

[0067] The preparation method of the modified epoxy resin is: by weight, add 25 parts of epoxy resin, 20 parts of γ-mercaptopropyltrimethoxysilane and 0.5 part of triethylamine in the supercritical device, after the device is sealed, Pass carbon dioxide to 45MPa and stir for 2 hours at 60°C, then release the pressure, take 20 parts of the reaction product and 10 parts of N,N'-(4,4'-methylenediphenyl)bismaleyl ...

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Abstract

The invention discloses a manufacturing method of an internally arranged thin-wall H-shaped steel and wood composite beam. The manufacturing method comprises the steps that epoxy resin adhesives are brushed on the two sides of a thin-wall H-shaped steel web and the inner sides of web wood plates, the thin-wall H-shaped steel web and the web wood plates are bonded and connected through web connecting bolts, and then thin-wall H-shaped steel and webs on the two sides are closely pasted through pre-tightening opposite-pulling devices; epoxy resin adhesives are brushed on the surfaces of thin-wallH-shaped steel flanges and the inner sides of flange wood plates, the thin-wall H-shaped steel flanges and the flange wood plates are bonded and connected through flange shear-resistant connecting toggle pins, and then the thin-wall H-shaped steel and the flange wood plates are closely pasted through the pre-tightening opposite-pulling devices; and finally, the internally arranged thin-wall H-shaped steel and wood composite beam is formed. According to the manufacturing method of the internally arranged thin-wall H-shaped steel and wood composite beam, efficient steel and wood compositing canbe achieved, the steel and wood composite beam with more excellent properties of bearing capacity, rigidity, durability and the like is formed, and industrial production and standardized constructionof the steel and wood composite beam in a steel and wood composite structure are facilitated.

Description

technical field [0001] The invention belongs to the technical field of building structures, and in particular relates to a method for manufacturing a built-in thin-walled H-shaped steel-wood composite beam that combines steel and wood and is suitable for steel-wood composite structures and wood structures. Background technique [0002] Wooden structures have a long history and a long history in our country. At present, there are still a large number of ancient wooden structures, and a large number of wooden structures are still being built in vast villages, ethnic villages and tourist attractions. The growth cycle of wood is long. With the consumption of wood resources, wood will face the danger of shortage, and the price will inevitably rise, which will restrict the development of pure wood structures. At the same time, the low elastic modulus of wood itself, its mechanical properties are greatly affected by creep, its strength degrades, and it is prone to cracks and other ...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E04C3/292B23P15/00F16B11/00
CPCB23P15/00E04C3/292F16B11/006
Inventor 刘德贵王宁姚勇温勇邹伟
Owner SOUTHWEAT UNIV OF SCI & TECH
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