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JPS6018743B2 - non-magnetic reinforcing bar - Google Patents
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JPS6018743B2 - non-magnetic reinforcing bar - Google Patents

non-magnetic reinforcing bar

Info

Publication number
JPS6018743B2
JPS6018743B2 JP6831176A JP6831176A JPS6018743B2 JP S6018743 B2 JPS6018743 B2 JP S6018743B2 JP 6831176 A JP6831176 A JP 6831176A JP 6831176 A JP6831176 A JP 6831176A JP S6018743 B2 JPS6018743 B2 JP S6018743B2
Authority
JP
Japan
Prior art keywords
steel
magnetic
reinforcing bar
reinforcing bars
cooling
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired
Application number
JP6831176A
Other languages
Japanese (ja)
Other versions
JPS52150721A (en
Inventor
賢治 相原
立郎 邦武
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Nippon Steel Corp
Original Assignee
Sumitomo Metal Industries Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Sumitomo Metal Industries Ltd filed Critical Sumitomo Metal Industries Ltd
Priority to JP6831176A priority Critical patent/JPS6018743B2/en
Publication of JPS52150721A publication Critical patent/JPS52150721A/en
Publication of JPS6018743B2 publication Critical patent/JPS6018743B2/en
Expired legal-status Critical Current

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  • Reinforcement Elements For Buildings (AREA)

Description

【発明の詳細な説明】 本発明は非磁性であることを要求される鉄筋コンクリー
ト構造物に使用する非磁性鉄筋に関するものである。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to non-magnetic reinforcing bars used in reinforced concrete structures that are required to be non-magnetic.

従来鉄筋コンクリートに使用する鉄筋はすべてフェライ
ト系の鋼材を材料としているため、磁気的性質に関して
は必然的に強磁性を示していた。
Since all the reinforcing bars used in conventional reinforced concrete are made of ferritic steel, they inevitably exhibit ferromagnetic properties.

しかるに近年開発された磁気浮上式超高速鉄道の路床に
は、信号障害や車体浮揚力減少等のトラブルを防ぐため
に、非磁性の鉄筋コンクリート構造でなければならない
という要求が出てきている。これに対し従来の鉄筋では
非磁性にすることは極めて困難である。一方非磁性の鋼
材としては、オーステナィト系ステンレス鋼があるがこ
れは降伏点が極めて低いので鉄筋として使用するには降
伏点において不充分であり、且つ非常に高価な材料であ
るため、鉄筋の如く安価に大量消費することは経済的に
成立しない。そのため従来のオーステナィト系ステンレ
ス鋼に匹敵する非磁性を有し、降伏点が高く且つ高価な
Niを含有しない鉄筋の出現が望まれていた。本発明鋼
は重量%でCO.2%以上1.0%未満、Mn6.9〜
30%、Sio.1〜1.5%を含有し、しかもC分と
Mn分が式100/9〔C〕+2〔Mn〕と25(C,
Mnは重量%)を満足するように調整することによって
基地を非磁性とした点を特徴とする。
However, in order to prevent problems such as signal disturbances and reductions in car body levitation force, there is a growing demand for the roadbeds of maglev superhigh-speed railways that have been developed in recent years to have a non-magnetic reinforced concrete structure. In contrast, it is extremely difficult to make conventional reinforcing bars non-magnetic. On the other hand, as a non-magnetic steel material, there is austenitic stainless steel, but this has an extremely low yield point, so its yield point is insufficient to be used as reinforcing steel, and it is also a very expensive material, so it cannot be used as reinforcing steel. Mass consumption at low prices is not economically viable. Therefore, there has been a desire for a reinforcing bar that has non-magnetism comparable to conventional austenitic stainless steel, has a high yield point, and does not contain expensive Ni. The steel of the present invention has a CO. 2% or more and less than 1.0%, Mn6.9~
30%, Sio. 1 to 1.5%, and the C and Mn components have the formula 100/9 [C] + 2 [Mn] and 25 (C,
The base is made non-magnetic by adjusting the Mn content (% by weight) to a satisfactory value.

本発明者は鉄筋が鋼板に比べ断面積に対する長さが大き
く、水靭処理と呼ぶ溶体化加熱後水冷する処理が比較的
難かしく、そのコストロスも大きいものであるが、逆に
断面が小さいだけ冷却速度が速く、且つ圧下率も大きく
オーステナィト粒が圧延中に紬粒になることと併せて、
圧延放袷のま)で非磁性を維持しつ)、前記本願範囲の
C,Si,Mn成分範囲で鉄筋として必要な降伏強度を
確保できることを知見した。本発明の鉄筋は、通常の熱
間圧延にて線材又は穣鋼に圧延した後ひきつづいて自然
放冷にて室温まで冷却することによって、引張り強さ、
降伏点、伸び、絞り、曲げ加工・性の諸性質について鉄
筋として必要とされている制限値以上のものを具有する
に至るが、榛鋼の直径が極めて大きい場合には、自然放
冷では冷却速度が小さく粒界が腕化して榛鋼の延性、曲
げ加工性が低下することがある。
The inventor of the present invention pointed out that reinforcing bars have a larger length relative to their cross-sectional area than steel plates, making it relatively difficult to carry out water-toughening treatment, which involves water cooling after solution heating, and resulting in large cost losses. In addition to the fact that the cooling rate is fast and the reduction rate is large, and austenite grains become pongee grains during rolling,
It has been found that the yield strength required as a reinforcing bar can be secured within the C, Si, and Mn component ranges of the present application range, while maintaining nonmagnetic properties during rolling. The reinforcing bars of the present invention have tensile strength,
The yield point, elongation, reduction of area, and bending properties exceed the required limits for reinforcing steel, but if the diameter of the steel is extremely large, it will not be possible to cool it by natural cooling. The speed is small and the grain boundaries become arms, which may reduce the ductility and bending workability of the steel.

かかる場合には水冷または強制風冷等の適当な冷却手段
を採用することにより冷却速度を高めて所要の延性、曲
げ加工性を確保することは極めて容易である。又更に強
度を高める必要がある場合には、熱間圧延の後ひきつづ
いて自然放冷した鋼材を800oC以上に再加熱した後
前記の如き手段で強制冷却することにより所要の強度を
確保できる。本発明において鋼の成分を限定した理由は
次の如くである。
In such a case, it is extremely easy to increase the cooling rate and ensure the required ductility and bendability by employing an appropriate cooling means such as water cooling or forced air cooling. If it is necessary to further increase the strength, the required strength can be ensured by reheating the steel material that has been naturally cooled after hot rolling to 800oC or higher, and then forcedly cooling it by the above-mentioned means. The reason why the components of the steel are limited in the present invention is as follows.

C: 0.2%未満の場合には、降伏点が30k9/磯
よりも小さくなるため好ましくない。
C: If it is less than 0.2%, the yield point will be lower than 30k9/iso, which is not preferable.

又一方Cが増大すると降伏強度の上昇とともに細識が安
定化し加熱、曲げ加工を加えても非磁性を保つが、1.
0%以上になると、鉄筋の放冷程度の冷却速度では、熱
間圧延後の冷却工程中に粒界に炭化物の析出を生じ、鋼
が著しく縦化する。Mn: 鋼を非磁性に保つために必
要な元素であるが、6.9%禾満になると非磁性が消滅
するので下限を6.9%とした。30%を超えると製鋼
中溶鋼に接する炉壁レンガの損傷が大きく、製鋼コスト
が著しく上昇するので好ましくない。
On the other hand, when C increases, the yield strength increases and the fineness becomes stable, and it remains non-magnetic even when heated and bent.
If it exceeds 0%, carbide precipitation occurs at grain boundaries during the cooling process after hot rolling at a cooling rate comparable to the cooling of reinforcing bars, and the steel becomes significantly vertical. Mn: An element necessary to keep steel non-magnetic, but since the non-magnetism disappears when Mn reaches 6.9%, the lower limit was set at 6.9%. If it exceeds 30%, the furnace wall bricks that come into contact with molten steel during steelmaking will be seriously damaged, and the steelmaking cost will increase significantly, which is not preferable.

Si: 鋼の脱酸剤として0.1%以上の含有が必要で
ある。又Siの含有は鋼の降伏点の上昇に効果があるが
、1.5%を超えると鋼の非磁性を安定に保つことが困
難となるので上限を1.5%とした。C十Mm: 10
0/9〔C〕+2〔Mn〕≧25(C、Mh‘ま重量%
)としたのは鋼を非磁性に安定化しておくためであり、
C分及びMn分がこの範囲の外にある時は透磁率が増大
して非磁性を消滅する。
Si: It is necessary to contain 0.1% or more as a deoxidizing agent for steel. Furthermore, although the content of Si is effective in raising the yield point of steel, if it exceeds 1.5%, it becomes difficult to maintain stable non-magnetic properties of the steel, so the upper limit was set at 1.5%. C10Mm: 10
0/9 [C] + 2 [Mn] ≧ 25 (C, Mh' weight%
) was used to stabilize the steel as non-magnetic.
When the C and Mn components are outside this range, the magnetic permeability increases and non-magnetism disappears.

次ぎに本発明の実施例について説明する。Next, examples of the present invention will be described.

表1は従来鋼(試料1,2)と本発明鋼(試料3,4,
5,6)の成分、機械的性質および物理的性質を示した
ものである。
Table 1 shows the conventional steel (Samples 1, 2) and the invention steel (Samples 3, 4,
5, 6) components, mechanical properties, and physical properties.

これら6試料はいずれも大気中で低周波誘導炉を使用し
て溶解しィンゴットにしたもので、それらを113側め
のビレツトに熱間にて鍛伸した後1100qoに加熱し
、900℃以上の温度城にてDIOの異形鉄筋に熱間圧
延し、ひきつついて自然放冷して得られた。
All of these six samples were melted into ingots using a low-frequency induction furnace in the atmosphere, and after hot forging into billets on the 113th side, they were heated to 1100 qo and heated to over 900°C. It was obtained by hot rolling into a DIO deformed reinforcing bar in a temperature gauge, rolling it, and allowing it to cool naturally.

試験方法については、これらの試料を直線形に矯正した
後、引張試験および曲げ試験についてはJISG311
2に準拠して行い、透磁率の測定については、磁気天秤
を用いて行った。試料1はSUS301ステンレス鋼で
あり、試料2は高マンガン鋼である。試料3,4,5,
6は本発明鉄筋の代表例を示すものである。試料1は曲
げ性および透磁率において充分非磁性鉄筋の性能を満足
しているが、降伏点が22kg/地しかなく、鉄筋とし
ては強度的に不足している。試料2は曲げ性強度におい
ては鉄筋としての性能を満足しているが透磁率が高く非
磁性鉄筋ではない。試料3,4,5,6はいずれも完全
に非磁性であり、且つ強度曲げ性とも鉄筋としての性能
を満足している。表1 試料成分と機械的物理的性質 本発明は前記の如くNjの如き高価な材料を添加しない
で鉄筋に非磁性を付与せしめ、且つ従来の鉄筋と同等の
機械的性質を保持した全く新らしし、鉄筋の出現をもた
らしたものであり、非磁性鉄筋コンクリート構造物の建
設に寄与するところが極めて大きい。
Regarding the test method, after straightening these samples into a straight shape, for tensile test and bending test, follow JIS G311.
2, and the magnetic permeability was measured using a magnetic balance. Sample 1 is SUS301 stainless steel, and Sample 2 is high manganese steel. Sample 3, 4, 5,
6 shows a typical example of the reinforcing bar of the present invention. Sample 1 fully satisfies the performance of non-magnetic reinforcing bars in terms of bendability and magnetic permeability, but has a yield point of only 22 kg/ground, and is insufficient in strength as a reinforcing bar. Sample 2 satisfies the performance as a reinforcing bar in terms of bending strength, but has high magnetic permeability and is not a non-magnetic reinforcing bar. Samples 3, 4, 5, and 6 were all completely non-magnetic, and satisfied the performance as reinforcing bars in terms of strength and bendability. Table 1 Sample components and mechanical and physical properties As mentioned above, the present invention is a completely new material that imparts non-magnetism to reinforcing bars without adding expensive materials such as Nj, and maintains mechanical properties equivalent to conventional reinforcing bars. However, it brought about the appearance of reinforcing bars, and has made an extremely large contribution to the construction of non-magnetic reinforced concrete structures.

Claims (1)

【特許請求の範囲】 1 重量%で、C0.2%以上1.0%未満、Mn6.
9〜30%、Si0.1〜1.5%を含有し、残部は実
質的にFeよりなり、且つCとMnの含有量が式100
/9〔C〕+2〔Mn〕≧25(C、Mnは重量%)を
満足するように調整してなる非磁性鉄筋。
[Claims] 1% by weight, C0.2% or more and less than 1.0%, Mn6.
9 to 30%, Si 0.1 to 1.5%, the remainder substantially consists of Fe, and the content of C and Mn is of the formula 100.
/9[C]+2[Mn]≧25 (C and Mn are weight%) A non-magnetic reinforcing bar adjusted to satisfy the following.
JP6831176A 1976-06-10 1976-06-10 non-magnetic reinforcing bar Expired JPS6018743B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP6831176A JPS6018743B2 (en) 1976-06-10 1976-06-10 non-magnetic reinforcing bar

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP6831176A JPS6018743B2 (en) 1976-06-10 1976-06-10 non-magnetic reinforcing bar

Publications (2)

Publication Number Publication Date
JPS52150721A JPS52150721A (en) 1977-12-14
JPS6018743B2 true JPS6018743B2 (en) 1985-05-11

Family

ID=13370128

Family Applications (1)

Application Number Title Priority Date Filing Date
JP6831176A Expired JPS6018743B2 (en) 1976-06-10 1976-06-10 non-magnetic reinforcing bar

Country Status (1)

Country Link
JP (1) JPS6018743B2 (en)

Families Citing this family (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5481118A (en) * 1977-12-12 1979-06-28 Sumitomo Metal Ind Ltd Nonmagnetic steel excellent in mechanical properties
JPS5853706B2 (en) * 1978-12-26 1983-11-30 日本鋼管株式会社 Non-magnetic steel with low coefficient of thermal expansion
JPS55104428A (en) * 1979-02-02 1980-08-09 Nisshin Steel Co Ltd Production of high yield sprength non-magnetic bar steel
JPS57203747A (en) * 1981-06-09 1982-12-14 Nec Corp Alloy for composite magnetic material
KR101674835B1 (en) * 2015-12-07 2016-11-10 주식회사 포스코 High strength wire rod having excellent corrosion resistance and method for manufacturing thereof
CN109097679B (en) * 2018-08-10 2020-06-23 武汉钢铁集团鄂城钢铁有限责任公司 Marine low-magnetic steel and preparation method thereof

Also Published As

Publication number Publication date
JPS52150721A (en) 1977-12-14

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