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Composite antiknocking material and its production

A composite material and material technology, applied in chemical instruments and methods, building components, layered products, etc., can solve the problems of insufficient strength and stiffness of elastic and plastic structural materials, low elasticity and plasticity, etc., and achieve industrialization High production level, less wet work, and the effect of increasing the usable area

Inactive Publication Date: 2007-04-04
JILIN UNIV
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

From the perspective of seismic engineering, the material requirements for building structures are high rigidity, high strength and high elastic-plasticity. Stiffness and elastic-plasticity are a pair of contradictory factors. The existing building structure materials have high strength and rigidity, but elasticity, The plasticity is low, and the strength and stiffness of structural materials with high elasticity and plasticity cannot meet the requirements. Traditional building structural materials cannot solve this contradiction. This is the problem existing in traditional building structural materials from the perspective of earthquake resistance engineering.

Method used

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  • Composite antiknocking material and its production
  • Composite antiknocking material and its production
  • Composite antiknocking material and its production

Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0066] According to the design requirements, the steel member 1 of plate type, cylindrical type and square tube type 16 manganese steel is selected from the market, see Figure 3, the size of the plate type steel member 1 is 1000mm×100mm×3mm, and the number of pieces is 3 pieces; see Figure 4 As shown in Figure 5, the dimension of the two-story cylindrical steel member 1 is D 2 =D 1 / 2=75mm, the number of pieces is 1 piece, the length is 1 meter, and the dimension of multi-layer cylindrical steel member 1 is d 4 = d 3 / 2=d 2 / 3=d 1 / 4=25mm, the number of pieces is 2 pieces, and the length is 1 meter; referring to Figure 6 and Figure 7, the size of the two-layer square tubular steel member 1 is h 2 = h 1 / 2=75mm, the length is 1 meter, and the size of multi-layer square tubular steel member 1 is f 4 = f 3 / 2=f 2 / 3=f 1 / 4=25mm, the number of pieces is 2 pieces, and the length is 1 meter; the component content of 16 manganese steel is calculated as Fe. balance, C.0.17, S...

Embodiment 2

[0084] According to the design requirements, the steel member 1 of plate type, cylinder type and square tube type 16 manganese steel material is selected on the market, the size and number of selected various steel members are the same as those selected in embodiment 1, the composition of 16 manganese steel The content is calculated by weight percentage as Fe. Balance, C.0.17, Si.0.5, Mn.1.57, S.0.05, P.0.045. Then the first step carries out pretreatment to the selected steel member 1, this step is the same as item (1) to (7) of the first step of embodiment 1, and the second step is also the same as the second step of embodiment 1.

[0085] The third step is to heat the whole steel component 1 welded into the box model to 250°C and keep the temperature constant, then heat the aluminum to 660°C to melt, and its component content is calculated by weight percentage: Al. balance, Fe .0.07, Si.4.0, Cu.3.0, Mn.0.5, Mg.0.25, Ni.0.3, Zn.0.55, Sn.0.05, Ti.0.20, Pb.0.15, Cr.0.15, castin...

Embodiment 3

[0087] According to the design requirements, the steel member 1 of plate type, cylinder type and square tube type 16 manganese steel material is selected on the market, the size and number of selected various steel members are the same as those selected in embodiment 1, the composition of 16 manganese steel The content is calculated by weight percentage as Fe. Balance, C.0.17, Si.0.5, Mn.1.57, S.0.05, P.0.045. Then the first step carries out pretreatment to the selected steel member 1, this step is the same as item (1) to (7) of the first step of embodiment 1, and the second step is also the same as the second step of embodiment 1.

[0088]The third step is to heat the whole steel member 1 welded into the box model to 250°C and keep the temperature constant, then heat the magnesium to 650°C to melt, and its component content is calculated by weight percentage: Mg. balance, Al .2.5, Zn.0.60, Mn.0.20, Si.0.10, Fe.0.002, Cu.0.001, Ni.0.001, the magnesium liquid is poured into the...

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Abstract

The invention relates to an anti-seismic composite material and its manufacturing method. The material is a high-rigidity, high-strength and high-elasticoplastic material and it consists of steel member in a radial arrangement and members with the shock-absorbing performance. The number of two members can be same, or the number of the steel member is more than the number of the members. The method of manufacturing the anti-seismic composite material includes the following steps of preprocessing the steel members; welding the steel members to a box model; pouring melted material liquid with the shock-absorbing performance into the model by casting method and forming by cooling.

Description

technical field [0001] The invention relates to an anti-seismic composite material, in particular to an anti-seismic composite material used in the field of construction and walking machinery. The invention also relates to a method of manufacturing such an anti-seismic composite material. Background technique [0002] At present, the materials used in building structures require high strength and rigidity, and the damage to buildings caused by earthquake force will increase with the increase of the bearing capacity and stiffness of building structures. From the perspective of seismic engineering, the material requirements for building structures are high rigidity, high strength and high elastic-plasticity. Stiffness and elastic-plasticity are a pair of contradictory factors. The existing building structure materials have high strength and rigidity, but elasticity, The plasticity is low, and the strength and stiffness of structural materials with high elasticity and plastici...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): F16S5/00B32B15/01C22C38/04C22C23/02C22C21/00C22C18/00
Inventor 曹占义包晓军刘勇兵孙喜良吴坪安
Owner JILIN UNIV
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