CN102899558A - 500Mpa-grade building aseismic reinforcement - Google Patents
500Mpa-grade building aseismic reinforcement Download PDFInfo
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Abstract
The invention relates to 500Mpa-grade building aseismic reinforcement. The 500Mpa-grade building aseismic reinforcement is characterized in that by adding V element and blowing nitrogen gas for increasing nitrogen in smelting, the final reinforcement material comprises the following components in percentage by weight: 0.20-0.25% of carbon, 0.40-0.60% of silicon, 1.40-1.60% of manganese, 0.07-0.12% of vanadium, less than or equal to 0.030% of phosphorus, less than or equal to 0.020% of sulfur, 0.0090-0.0130% of nitrogen and the balance of iron and unavoidable impurities. The 500Mpa-grade building aseismic reinforcement has the advantages that by adopting vanadium-nitrogen microalloying, the strength and toughness are improved simultaneously, and the matching between strength and toughness is much better; and the 500Mpa-grade building aseismic reinforcement meets the requirements for reinforcement performance of building aseismic design, improves the product quality and technical content, and is reasonable in component ratio, high in steel comprehensive performance, and good in welding performance with greatly improved safety in use; the steel consumption is relatively reduced due to the improvement of strength, so that the aseismic reinforcement is energy-saving, low-carbon and economical; and the aseismic reinforcement can be delivered in a hot rolling state so as to avoid the defect that the steel is high in strength but low in plasticity as more quenching martensite and dislocation exist inside the steel by adopting a waste heat quenching (water cooling) process for production.
Description
Technical field
The present invention relates to a kind of 500 Mpa level anti-seismic steel bar for building, belong to the metal material field that metallurgical industry is produced.
Background technology
On March 1st, 2008, China starts to carry out GB1499.2-2007 hot rolled ribbed steel bar production standard, has increased the anti-seismic steel bar trade mark in new standard, and provides corresponding mechanical performance index.Domestic do not have the enterprise of professional production anti-seismic steel bar and the standard of relevant anti-seismic steel bar before this.
From reinforcing bar chemical composition and production technique aspect, analyze, domestic most reinforcing bar manufacturing enterprise has adopted immediate quenching (wearing water) explained hereafter Deformed Steel Bars.Adopt immediate quenching technique, steel inside exists more quenched martensite tissue and dislocation, causes that steel strength is high, plasticity is poor, is difficult to meet anti-seismic steel bar to aspect requirements such as yield tensile ratio and unit elongation.
What China's building bar generally adopted is II level HRB335 Ribbed Bar, and what developed country was generally used as the U.S., West Europe, Japan etc. is III level HRB400 Ribbed Bar, even the higher Ribbed Bar of rank.
Along with developing rapidly of building industry, the industrial structures such as Highrise buildings are more and more higher to the requirement of reinforcing bar supporting capacity, and anti-seismic problem has also caused common concern.Research and develop high-level anti-seismic steel bar, when making it not only meet the requirement of GB1499.2-2007 hot rolled ribbed steel bar national standard property indices, meet again the requirement of Seismic Design of Building to reinforcement property, will improve product technology content, further enlarge kind series and the supporting series of function that Baogang produces building iron, meet better user's requirement.
Summary of the invention
The purpose of this invention is to provide a kind ofly by Composition Design and optimization, can improve performance and the rank of reinforcing bar, meet the 500 Mpa level anti-seismic steel bar for building that anti-seismic performance requires.
Anti-seismic steel bar of the present invention when smelting by adding V element and nitrogen blowing nitrogen pick-up, the one-tenth of final reinforcing bar material is grouped into percentage by weight: carbon 0.20~0.25%, silicon 0.40~0.60%, manganese 1.40~1.60%, vanadium 0.07~0.12%, phosphorus is less than or equal to 0.030%, and sulphur is less than or equal to 0.020%, nitrogen 0.0090~0.0130% (i.e. 90~130ppm), all the other are iron and inevitable impurity.
Describedly when smelting, adding V element, is that the form with V alloy adds;
Described V alloy is VN alloy, MnSiN alloy or FeV alloy, and wherein: the VN alloy is VN16 or VN12 alloy;
Described anti-seismic steel bar is the hot rolled ribbed steel bar that the nominal diameter scope is 6mm~50mm;
The mechanical property of described anti-seismic steel bar for building is: yield strength>=500MPa, tensile strength>=630MPa, unit elongation>=15%, actual measurement tensile strength and the ratio R that surveys yield strength
. m/R
。 eL>=1.25, the ratio R of actual measurement yield strength and the yield strength eigenwert of standard code
. eL/ R
eL≤ 1.30, maximum, force percentage of total elongation Agt>=9%.
Advantage of the present invention is: adopt v n micro alloying, improve intensity and toughness simultaneously, combination of strength and toughness is better; Meet the requirement of Seismic Design of Building to reinforcement property, improved quality and the technology content of product; Composition proportion is reasonable, and the steel over-all properties is high, good welding performance, and the security of use greatly improves; Intensity improves and has relatively reduced rolled steel dosage, belongs to energy-saving low-carbon economy; As rolled delivery, avoided owing to adopting immediate quenching (wearing water) explained hereafter, and steel inside exists more quenched martensite tissue and dislocation, makes the defect that steel strength is high, plasticity is poor.
Embodiment
Through specially grinding of scientific and technical personnel, by designing and draw through optimization the composition of reinforcing bar material, scope is as shown in table 1, this steel grade called after HRB500E.
Table 1 HRB500E anti-seismic steel bar ingredient w %
Steel grade | C | Si | Mn | V | P | S | [N]ppm |
HRB500E | 0.20~0.25 | 0.40~0.60 | 1.40~1.60 | 0.07~0.12 | ≤0.030 | ≤0.020 | 90~130 |
Technical process is: 100t converter smelting → LF stove refining → continuous casting (casting blank specification is 152mm * 152mm) → rolling.
THE INDUSTRIAL TRIAL 2 stove steel, concrete process parameter control is as follows:
1) converter production
The carbon content of converter terminal molten steel, phosphorus content and tapping temperature are as shown in table 2.
Composition and the temperature of table 2 HRB500E tapping
Test number | Tapping temperature, ℃ | The tapping carbon content, w% | The tapping phosphorus content, w% |
1 # | 1636 | 0.03 | 0.019 |
2 # | 1630 | 0.04 | 0.017 |
2) the LF stove is produced
Table 3 HRB500E refining station off normal composition and temperature
Test number | C,w% | Si,w% | Mn,w% | V,w% | P,w% | S,w% | Temperature, ℃ |
1 # | 0.23 | 0.50 | 1.49 | 0.09 | 0.026 | 0.009 | 1566 |
2 # | 0.24 | 0.54 | 1.53 | 0.09 | 0.023 | 0.012 | 1572 |
[0025]3) continuous casting production
Table 4 HRB500E continuous casting superheating temperature and pulling rate are controlled
Test number | Superheating temperature, ℃ | Pulling rate, m/min |
1 # | 30 | 2.32 |
2 # | 27 | 2.24 |
So far completed the bloom production of steel of the present invention, below, for adopting described continuous casting steel billet to produce the technique of reinforcing bar, technical process is: steel billet → process furnace heating → rolling.
4) steel rolling production
Steel billet is greater than 2 hours heat-up time in process furnace, and the steel billet start rolling temperature is at 1150 ℃.
5) service check
The mechanical property requirements of table 5 HRB500E reinforcing bar
The mechanical properties test result of table 6 HRB500E reinforcing bar
From table 6,2 stove steel mechanical properties of trial production have reached 500 Mpa levels, belong to the anti-seismic steel bar for building of highest level, meet standard-required fully, so the steel grades design is rational.
Claims (5)
1. a Mpa level anti-seismic steel bar for building, it is characterized in that: when smelting by adding V element and nitrogen blowing nitrogen pick-up, the one-tenth of final reinforcing bar material is grouped into percentage by weight: carbon 0.20~0.25%, silicon 0.40~0.60%, manganese 1.40~1.60%, vanadium 0.07~0.12%, phosphorus is less than or equal to 0.030%, sulphur is less than or equal to 0.020%, nitrogen 0.0090~0.0130%, and all the other are iron and inevitable impurity.
2. 500 Mpa level according to claim 1 anti-seismic steel bar for building is characterized in that: describedly when smelting, adding V element, is that the form with V alloy adds.
3. 500 Mpa level according to claim 2 anti-seismic steel bar for building, it is characterized in that: described V alloy is VN alloy, MnSiN alloy or FeV alloy, wherein: the VN alloy is VN16 or VN12 alloy.
4. 500 Mpa level according to claim 3 anti-seismic steel bar for building, it is characterized in that: described anti-seismic steel bar is the hot rolled ribbed steel bar that the nominal diameter scope is 6mm~50mm.
5. according to claim 1,2,3 or 4 described 500 Mpa level anti-seismic steel bar for building, it is characterized in that: the mechanical property of described anti-seismic steel bar for building is: yield strength>=500MPa, tensile strength>=630MPa, unit elongation>=15%, actual measurement tensile strength and the ratio R that surveys yield strength
. m/R
。 eL>=1.25, the ratio R of actual measurement yield strength and the yield strength eigenwert of standard code
. eL/ R
eL≤ 1.30, maximum, force percentage of total elongation Agt>=9%.
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Cited By (16)
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CN103397281A (en) * | 2013-08-19 | 2013-11-20 | 梧州市永达钢铁有限公司 | High-strength steel and preparation method thereof |
CN103469117A (en) * | 2013-08-12 | 2013-12-25 | 武汉钢铁(集团)公司 | Hot-rolled ribbed steel bar having strength-to-yield ratio of 1.25 or more, and production method thereof |
CN103741022A (en) * | 2013-11-27 | 2014-04-23 | 内蒙古包钢钢联股份有限公司 | High strength building steel bar |
CN104593669A (en) * | 2014-12-18 | 2015-05-06 | 马钢(集团)控股有限公司 | Steel for rebar and production method thereof |
CN105969942A (en) * | 2016-07-01 | 2016-09-28 | 江苏永钢集团有限公司 | Novel method for stably increasing nitrogen of molten steel according to steel grade requirement |
CN107130173A (en) * | 2017-05-27 | 2017-09-05 | 内蒙古包钢钢联股份有限公司 | Steel construction earthquake-resistant hot rolled H profile steels of Q235KZ and preparation method thereof |
CN107675078A (en) * | 2017-09-26 | 2018-02-09 | 阳春新钢铁有限责任公司 | High-yield-strength vanadium-nitrogen-containing steel material and production method and application thereof |
CN109161812A (en) * | 2018-11-23 | 2019-01-08 | 攀钢集团攀枝花钢铁研究院有限公司 | 500MPa grades contain V, Nb microalloy high yield ratio anti-seismic steel bar wire rod and its production method |
CN109252105A (en) * | 2018-11-23 | 2019-01-22 | 攀钢集团攀枝花钢铁研究院有限公司 | The 500MPa grades of high yield ratio anti-seismic steel bar bars of microalloy containing V and its production method |
CN109468534A (en) * | 2018-11-23 | 2019-03-15 | 攀钢集团攀枝花钢铁研究院有限公司 | The 500MPa grades of high yield ratio anti-seismic steel bar wire rods of microalloy containing V and its production method |
CN109652740A (en) * | 2019-02-12 | 2019-04-19 | 黑龙江建龙钢铁有限公司 | A kind of high-performance anti-seismic steel bar |
CN110079728A (en) * | 2019-04-09 | 2019-08-02 | 东北大学 | A kind of good high-strength deformed steel bar muscle of weldability and its manufacturing method |
CN110409903A (en) * | 2018-04-28 | 2019-11-05 | 中国电力科学研究院有限公司 | A kind of power transmission tower and power transmission tower support column |
CN111979486A (en) * | 2020-08-10 | 2020-11-24 | 南京钢铁股份有限公司 | 500 Mpa-grade large-size straight-bar deformed steel bar and preparation method thereof |
CN112746221A (en) * | 2020-12-25 | 2021-05-04 | 钢铁研究总院 | V-N microalloyed 550MPa hot-rolled thick-wall H-shaped steel and production process thereof |
CN114231839A (en) * | 2021-11-23 | 2022-03-25 | 通化钢铁股份有限公司 | Mining anchor rod steel suitable for deep processing of 500MPa level and production method |
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CN103469117A (en) * | 2013-08-12 | 2013-12-25 | 武汉钢铁(集团)公司 | Hot-rolled ribbed steel bar having strength-to-yield ratio of 1.25 or more, and production method thereof |
CN103469117B (en) * | 2013-08-12 | 2016-04-27 | 武汉钢铁(集团)公司 | A kind of hot rolled ribbed steel bar of strong flexor ratio >=1.25 and production method thereof |
CN103397281A (en) * | 2013-08-19 | 2013-11-20 | 梧州市永达钢铁有限公司 | High-strength steel and preparation method thereof |
CN103741022A (en) * | 2013-11-27 | 2014-04-23 | 内蒙古包钢钢联股份有限公司 | High strength building steel bar |
CN104593669A (en) * | 2014-12-18 | 2015-05-06 | 马钢(集团)控股有限公司 | Steel for rebar and production method thereof |
CN105969942A (en) * | 2016-07-01 | 2016-09-28 | 江苏永钢集团有限公司 | Novel method for stably increasing nitrogen of molten steel according to steel grade requirement |
CN107130173A (en) * | 2017-05-27 | 2017-09-05 | 内蒙古包钢钢联股份有限公司 | Steel construction earthquake-resistant hot rolled H profile steels of Q235KZ and preparation method thereof |
CN107675078A (en) * | 2017-09-26 | 2018-02-09 | 阳春新钢铁有限责任公司 | High-yield-strength vanadium-nitrogen-containing steel material and production method and application thereof |
CN110409903A (en) * | 2018-04-28 | 2019-11-05 | 中国电力科学研究院有限公司 | A kind of power transmission tower and power transmission tower support column |
CN109161812A (en) * | 2018-11-23 | 2019-01-08 | 攀钢集团攀枝花钢铁研究院有限公司 | 500MPa grades contain V, Nb microalloy high yield ratio anti-seismic steel bar wire rod and its production method |
CN109468534A (en) * | 2018-11-23 | 2019-03-15 | 攀钢集团攀枝花钢铁研究院有限公司 | The 500MPa grades of high yield ratio anti-seismic steel bar wire rods of microalloy containing V and its production method |
CN109252105A (en) * | 2018-11-23 | 2019-01-22 | 攀钢集团攀枝花钢铁研究院有限公司 | The 500MPa grades of high yield ratio anti-seismic steel bar bars of microalloy containing V and its production method |
CN109652740A (en) * | 2019-02-12 | 2019-04-19 | 黑龙江建龙钢铁有限公司 | A kind of high-performance anti-seismic steel bar |
CN110079728A (en) * | 2019-04-09 | 2019-08-02 | 东北大学 | A kind of good high-strength deformed steel bar muscle of weldability and its manufacturing method |
CN111979486A (en) * | 2020-08-10 | 2020-11-24 | 南京钢铁股份有限公司 | 500 Mpa-grade large-size straight-bar deformed steel bar and preparation method thereof |
CN111979486B (en) * | 2020-08-10 | 2022-04-19 | 南京钢铁股份有限公司 | 500 Mpa-grade large-size straight-bar deformed steel bar and preparation method thereof |
CN112746221A (en) * | 2020-12-25 | 2021-05-04 | 钢铁研究总院 | V-N microalloyed 550MPa hot-rolled thick-wall H-shaped steel and production process thereof |
CN112746221B (en) * | 2020-12-25 | 2021-10-15 | 钢铁研究总院 | V-N microalloyed 550MPa hot-rolled thick-wall H-shaped steel and production process thereof |
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