JPH04354851A - Non-magnetic reinforcing bar - Google Patents
Non-magnetic reinforcing barInfo
- Publication number
- JPH04354851A JPH04354851A JP3155745A JP15574591A JPH04354851A JP H04354851 A JPH04354851 A JP H04354851A JP 3155745 A JP3155745 A JP 3155745A JP 15574591 A JP15574591 A JP 15574591A JP H04354851 A JPH04354851 A JP H04354851A
- Authority
- JP
- Japan
- Prior art keywords
- magnetic
- reinforcing bar
- steel
- workability
- bending
- 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.)
- Pending
Links
- 230000003014 reinforcing effect Effects 0.000 title claims abstract description 18
- 239000012535 impurity Substances 0.000 claims abstract description 3
- 230000035699 permeability Effects 0.000 abstract description 12
- 230000004927 fusion Effects 0.000 abstract description 3
- 238000005481 NMR spectroscopy Methods 0.000 abstract description 2
- 239000004567 concrete Substances 0.000 abstract description 2
- 238000005339 levitation Methods 0.000 abstract description 2
- 230000001105 regulatory effect Effects 0.000 abstract 1
- 229910000831 Steel Inorganic materials 0.000 description 23
- 239000010959 steel Substances 0.000 description 23
- 238000005452 bending Methods 0.000 description 20
- JEIPFZHSYJVQDO-UHFFFAOYSA-N iron(III) oxide Inorganic materials O=[Fe]O[Fe]=O JEIPFZHSYJVQDO-UHFFFAOYSA-N 0.000 description 10
- 238000005520 cutting process Methods 0.000 description 8
- 229910001566 austenite Inorganic materials 0.000 description 6
- 238000003466 welding Methods 0.000 description 6
- 230000005389 magnetism Effects 0.000 description 5
- 230000007423 decrease Effects 0.000 description 3
- 230000000694 effects Effects 0.000 description 3
- 230000000087 stabilizing effect Effects 0.000 description 3
- 230000000052 comparative effect Effects 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
- 238000005098 hot rolling Methods 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 229910001220 stainless steel Inorganic materials 0.000 description 2
- 239000010935 stainless steel Substances 0.000 description 2
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 1
- 238000005262 decarbonization Methods 0.000 description 1
- 238000004090 dissolution Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000011156 evaluation Methods 0.000 description 1
- 230000001747 exhibiting effect Effects 0.000 description 1
- 238000002844 melting Methods 0.000 description 1
- 230000008018 melting Effects 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 238000010587 phase diagram Methods 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 150000003839 salts Chemical class 0.000 description 1
- 239000006104 solid solution Substances 0.000 description 1
- 239000007921 spray Substances 0.000 description 1
- 230000006641 stabilisation Effects 0.000 description 1
- 238000011105 stabilization Methods 0.000 description 1
Landscapes
- Railway Tracks (AREA)
- Hard Magnetic Materials (AREA)
Abstract
Description
【0001】0001
【産業上の利用分野】本発明は核磁気共鳴診断装置設置
用建物,核融合炉用建物,磁気浮上式鉄道用ガイドウェ
イ等、非磁性であることが要求される鉄筋コンクリート
構造物に適した非磁性鉄筋に関し、詳細には低透磁率で
あると共に、安定した非磁性特性を示し、さらに強度,
加工性,溶接性,耐銹性においても優れた非磁性鉄筋に
関するものである。[Industrial Application Field] The present invention is suitable for reinforced concrete structures that are required to be non-magnetic, such as buildings for installing nuclear magnetic resonance diagnostic equipment, buildings for nuclear fusion reactors, and guideways for magnetic levitation railways. Regarding magnetic reinforcing bars, in detail, they have low magnetic permeability, stable non-magnetic properties, and even strength and strength.
This relates to non-magnetic reinforcing bars that are excellent in workability, weldability, and rust resistance.
【0002】0002
【従来の技術】非磁性鉄筋に要求される特性としては、
透磁率が低く非磁性が安定していること、及び機械的性
質に優れていることが挙げられ、例えば透磁率1.1以
下,耐力35kgf/mm2以上という特性が必要であ
る他、切断加工性,曲げ加工性,溶接性等の施工性に優
れ、耐銹性を備えていることが要求される。[Prior art] The characteristics required for non-magnetic reinforcing bars are as follows:
It must have low magnetic permeability, stable non-magnetism, and excellent mechanical properties, such as magnetic permeability of 1.1 or less and yield strength of 35 kgf/mm2 or more, as well as cutting workability. , excellent workability such as bending workability and weldability, and rust resistance.
【0003】上記非磁性鉄筋としては市販のステンレス
鋼SUS304 が汎用されている。しかしながら該ス
テンレス鋼は曲げ加工等を施すと磁気を帯びる場合があ
って、非磁性が不安定であるという問題点を有しており
、また降伏応力が低く機械的性質も不十分である。Commercially available stainless steel SUS304 is commonly used as the non-magnetic reinforcing bar. However, this stainless steel has the problem that it may become magnetic when subjected to bending, etc., and its non-magnetism is unstable, and its yield stress is low and its mechanical properties are insufficient.
【0004】また特開昭52−150721号公報及び
特開昭53−53513号公報には比較的多量のMnを
含有させた高Mn系非磁性鋼が提案されている。しかし
ながら該高Mn系非磁性鋼は熱間圧延を施すと鋼表面部
で脱Cや脱Mnがおこり、いわゆるシェフラー組織状態
図におけるNi当量が低くなるので鋼のオーステナイト
組織の安定度が低下して非磁性特性を失なってしまう。
さらに熱間圧延後の高Mn系非磁性鋼の表面には、鋼中
Mn等が酸化されてスケールを形成し、磁気を帯びてし
まうという問題があると共に、機械的強度も不十分であ
った。[0004] Also, JP-A-52-150721 and JP-A-53-53513 propose high-Mn nonmagnetic steel containing a relatively large amount of Mn. However, when this high Mn non-magnetic steel is hot rolled, decarbonization and demanganization occur on the steel surface, and the Ni equivalent in the so-called Schaeffler phase diagram decreases, resulting in a decrease in the stability of the austenitic structure of the steel. It loses its non-magnetic properties. Furthermore, the surface of high-Mn non-magnetic steel after hot rolling has the problem that Mn, etc. in the steel is oxidized and forms scale, which makes it magnetic, and the mechanical strength is also insufficient. .
【0005】さらに前記核融合炉用建物等の先端技術分
野で用いられる非磁性鉄筋にあっては、透磁率が1.0
1以下という高レベルの非磁性特性が要望されている。Furthermore, non-magnetic reinforcing bars used in advanced technology fields such as buildings for nuclear fusion reactors have a magnetic permeability of 1.0.
A high level of non-magnetic properties of 1 or less is desired.
【0006】[0006]
【発明が解決しようとする課題】本発明は上記事情に着
目してなされたものであって、低透磁率であると共に、
加工に対しても非磁性が安定である非磁性鉄筋の提供を
目的としており、しかも機械的性質については耐力35
kgf/mm2以上,引張強さ70kgf/mm2以上
,伸び20%以上を有し、更に耐銹性に優れると共に良
好な熱間加工性を示し、かつ施工に際して切断・曲げ加
工が容易で優れた溶接性を有する非磁性鉄筋を提供しよ
うとするものである。[Problems to be Solved by the Invention] The present invention has been made in view of the above circumstances, and has low magnetic permeability as well as
The aim is to provide non-magnetic reinforcing bars whose non-magnetic properties are stable even when processed, and in terms of mechanical properties, the yield strength is 35.
kgf/mm2 or more, tensile strength of 70 kgf/mm2 or more, elongation of 20% or more, and has excellent rust resistance and good hot workability, and is easy to cut and bend during construction, making it an excellent welding material. The purpose of the present invention is to provide a non-magnetic reinforcing bar with magnetic properties.
【0007】[0007]
【課題を解決するための手段】上記目的を達成した本発
明とは
C: 0.25%以上0.4 %未満Si:0.1
%〜1.0 %
Mn:20%〜24%
Cr:7%以上10%未満
N :0.08%〜0.18%
を含有し、残部はFe及び不可避不純物からなり、かつ
C+1.5 N>0.4 %を満足するように調整して
なることを要旨とするものである。[Means for Solving the Problems] The present invention that achieves the above objects is: C: 0.25% or more and less than 0.4% Si: 0.1
% to 1.0% Mn: 20% to 24% Cr: 7% to less than 10% N: 0.08% to 0.18%, the balance consists of Fe and inevitable impurities, and C+1.5N >0.4%.
【0008】[0008]
【作用】安定な非磁性特性を有する鋼を得るには、オー
ステナイト組織を安定化させる必要がある。従来の高M
n鋼はCとMnのみを多く含有させることによってオー
ステナイト組織の安定化を図ろうとするものであって、
前述の通り熱間圧延の際に脱C,脱Mnがおこることも
あり、CとMnだけでは非磁性特性の安定化は達成でき
ない。またC含有量を高めることは、切断・曲げ加工性
,溶接性等の施工性を損うものである。[Operation] In order to obtain steel with stable non-magnetic properties, it is necessary to stabilize the austenitic structure. Conventional high M
n steel attempts to stabilize the austenite structure by containing only a large amount of C and Mn,
As mentioned above, C and Mn removal may occur during hot rolling, and stabilization of non-magnetic properties cannot be achieved with C and Mn alone. Furthermore, increasing the C content impairs workability such as cutting/bending workability and weldability.
【0009】本発明者らは上記の様な観点から種々検討
を重ねた結果、強度の低下を招かない範囲でC量を極力
抑えると共に、オーステナイト組織の安定化と耐銹性の
向上を目的として、NとCrとの兼合いによりMn量を
調整すれば、加工性,溶接性及び耐銹性のすべてにおい
て優れた特性を示す非磁性鉄筋が得られることを見い出
し、本発明を完成させた。本発明に係る非磁性鉄筋の成
分範囲の限定理由を以下に説明する。[0009] As a result of various studies from the above-mentioned viewpoints, the inventors of the present invention have determined that the amount of C should be suppressed as much as possible without causing a decrease in strength, and that the austenite structure should be stabilized and rust resistance should be improved. The present inventors have discovered that by adjusting the amount of Mn in accordance with the balance between N and Cr, a non-magnetic reinforcing bar exhibiting excellent properties in all aspects of workability, weldability, and rust resistance can be obtained, and the present invention has been completed. The reason for limiting the component range of the non-magnetic reinforcing steel according to the present invention will be explained below.
【0010】C:0.25%以上0.4 %未満Cはオ
ーステナイト組織の安定化と強度向上に有効であり、少
なくとも0.25%以上添加する必要がある。しかしな
がら多過ぎると熱膨張率が大きくなると共に、切断・曲
げ加工性や溶接性が劣化するので0.4 %を上限とし
た。C: 0.25% or more and less than 0.4% C is effective in stabilizing the austenite structure and improving strength, and it is necessary to add at least 0.25% or more. However, if the amount is too large, the coefficient of thermal expansion increases and cutting/bending workability and weldability deteriorate, so the upper limit was set at 0.4%.
【0011】図2は高Mn系鋼のガス圧接性に及ぼすC
の影響を下記の様にして調べたグラフである。即ち高M
n系鋼(表1に示す本発明鋼No. 2)のC量を段階
的に変化させて得た試験片をそれぞれ10片ずつ用意し
て、汎用されている半自動ガス圧接装置により、同一成
分同士の高Mn系鋼を3段アプセット法に基づいて第3
図に示す条件のもとで圧接を行い、曲げ試験(R=4D
,90°)での割れ発生率を調べたものである。FIG. 2 shows the effect of C on the gas pressure weldability of high Mn steel.
This is a graph that examines the influence of That is, high M
Ten test pieces were prepared by changing the amount of C in stages from n-series steel (inventive steel No. 2 shown in Table 1), and the same composition was prepared using a commonly used semi-automatic gas pressure welding device. The third high Mn steel is
Pressure welding was performed under the conditions shown in the figure, and a bending test (R = 4D
, 90°).
【0012】図2の結果から高Mn系鋼ではC含有量を
0.4 %未満とすることの有意性がわかる。The results shown in FIG. 2 show the significance of setting the C content to less than 0.4% for high Mn steel.
【0013】Si:0.1 %〜1.0 %Siは鋼溶
製時の脱酸を目的として添加する元素であり、オーステ
ナイト地に固溶して強度と湯流れ性を高める効果を有し
、かつ高Mn系鋼のオーステナイト組織を安定化させる
ので少なくとも0.1 %以上添加する必要がある。但
し多過ぎると高温延性を劣化させて分塊圧延を困難にす
ると共に、オーステナイト組織を不安定にして透磁率を
増加させるので1.0 %以下に限定した。[0013] Si: 0.1% to 1.0% Si is an element added for the purpose of deoxidizing during steel melting, and has the effect of improving strength and fluidity by solidly dissolving in the austenitic base. , and it stabilizes the austenitic structure of high Mn steel, so it is necessary to add at least 0.1% or more. However, if it is too large, it deteriorates high-temperature ductility and makes blooming difficult, and also destabilizes the austenite structure and increases magnetic permeability, so it is limited to 1.0% or less.
【0014】Mn:20%〜24%
Mnはオーステナイト組織を安定化させて透磁率を低く
保つ上で最も重要な元素であり、しかも熱膨張率を低下
させるにも有効な元素であるので20%以上含有させる
必要がある。一方多過ぎると溶解上の問題や鉄筋として
の加工性に問題を生じるので24%を上限とした。Mn: 20% to 24% Mn is the most important element in stabilizing the austenite structure and keeping magnetic permeability low, and is also effective in lowering the coefficient of thermal expansion, so 20% It is necessary to contain the above amount. On the other hand, if it is too large, problems will arise in dissolution and workability as reinforcing bars, so 24% is set as the upper limit.
【0015】Cr:7%以上10%未満Crは高Mn系
鋼のオーステナイト組織を安定化すると共に、その強度
を高め且つN固溶量を増大させるのに有効な元素である
。さらにコンクリートに対する耐銹性を向上させる上で
も必要であり、7%以上含有させる。しかしながら多過
ぎると熱膨張率が増加すると共に経済的でないので10
%を上限とした。Cr: 7% or more and less than 10% Cr is an effective element for stabilizing the austenitic structure of high-Mn steel, increasing its strength, and increasing the amount of N solid solution. Furthermore, it is necessary to improve the rust resistance of concrete, and it should be contained in an amount of 7% or more. However, if it is too large, the coefficient of thermal expansion increases and it is not economical, so 10
The upper limit was %.
【0016】N:0.08%〜0.18%NはCと同様
オーステナイト組織を安定化させると共に、強度及び耐
銹性を向上させる元素であり、0.08%以上添加する
必要がある。しかし多過ぎると熱間加工性を低下させる
ので0.18%を上限とした。N: 0.08% to 0.18% N is an element that, like C, stabilizes the austenite structure and improves strength and rust resistance, and must be added in an amount of 0.08% or more. However, if the content is too large, hot workability will deteriorate, so the upper limit was set at 0.18%.
【0017】C+1.5 N:0.4 %以上図1は高
Mn系鋼のC+1.5 N量と0.2 %耐力,伸び(
Gl=4D),切断・曲げ加工性の関係を示すグラフで
ある。尚切断加工性は帯鋸切断機による切断可能本数で
評価し、曲げ加工性は曲げ試験(R=D90°)による
割れの有無によって評価した。図1を見ると0.2 %
耐力とC+1.5Nとの間には正の相関関係があり、0
.2 %耐力を35kgf/mm2以上とするにはC+
1.5 Nが0.4 %以上必要なことがわかる。C+1.5 N: 0.4% or more Figure 1 shows the C+1.5 N content and 0.2% yield strength and elongation (
Gl=4D), which is a graph showing the relationship between cutting and bending workability. The cutting workability was evaluated by the number of pieces that could be cut with a band saw cutter, and the bending workability was evaluated by the presence or absence of cracks in a bending test (R=D90°). Looking at Figure 1, it is 0.2%.
There is a positive correlation between yield strength and C+1.5N, and 0
.. 2 To make the proof stress 35kgf/mm2 or more, C+
It can be seen that 0.4% or more of 1.5N is required.
【0018】但し多過ぎると伸び及び切断・曲げ加工性
が低下するので0.675 %以下とすることが好まし
く、より好ましくは0.4 %以上0.6 %以下であ
る。[0018] However, if the content is too large, the elongation and cutting/bending workability will deteriorate, so the content is preferably 0.675% or less, more preferably 0.4% or more and 0.6% or less.
【0019】[0019]
【実施例】表1に成分を示した本発明鋼及び比較鋼を用
いて、通常の電気炉で溶製して熱間圧延を行った。尚比
較鋼No.17は市販鋼のSUS304である。得られ
た鋼材から試験片を採取し、0.2 %耐力,透磁率,
熱膨張率,塩水噴霧試験による赤銹発生率を測定した。
結果は表2に示す。また切断加工試験及び曲げ加工試験
を行って、下記の評価方法に従って冷間帯鋸による切断
性,曲げ加工の難易度及び溶接部の曲げ加工性を調べた
。[Example] Using the present invention steel and comparative steel whose components are shown in Table 1, they were melted in a conventional electric furnace and hot rolled. Comparison steel No. 17 is commercially available steel SUS304. A test piece was taken from the obtained steel material, and 0.2% proof stress, magnetic permeability,
The coefficient of thermal expansion and the incidence of red rust were measured using a salt spray test. The results are shown in Table 2. Further, a cutting test and a bending test were conducted to examine the cuttability with a cold band saw, the difficulty of bending, and the bending workability of the welded part according to the following evaluation method.
【0020】冷間帯鋸による切断性
○:鉄筋(D25サイズ)の切断本数 10本以上×
:鉄筋(D25サイズ)の切断本数 10本未満曲げ
加工難易度
○:曲げ部の割れなし
×:曲げ部の割れあり
溶接部の曲げ加工性
○:曲げ部の割れなし
×:曲げ部の割れあり
尚曲げ加工は、公称直径(25.4mm ,A25)の
1.5 倍、曲げ角度180°で行なった。結果は表2
に併記する。[0020] Cutability with cold bandsaw ○: Number of reinforcing bars (D25 size) cut: 10 or more ×
: Number of cut reinforcing bars (D25 size) Less than 10 bending difficulty ○: No cracks in the bent part ×: Cracks in the bent part Bending workability of welded parts ○: No cracks in the bent part ×: Cracks in the bent part The bending process was performed at 1.5 times the nominal diameter (25.4 mm, A25) and at a bending angle of 180°. The results are in Table 2
Also listed in
【0021】[0021]
【表1】[Table 1]
【0022】[0022]
【表2】[Table 2]
【0023】No.1〜5は本発明に係る実施例であっ
て、0.2%耐力が35kgf/mm2以上と高く、透
磁率が低く、且つ曲げ加工を施しても非磁性は安定であ
り、さらに耐銹性,切断性,曲げ加工性,溶接性のいず
れも優れている。[0023]No. Examples 1 to 5 are examples according to the present invention, which have a high 0.2% yield strength of 35 kgf/mm2 or more, low magnetic permeability, stable non-magnetism even after bending, and rust resistance. It has excellent cutting, bending, and welding properties.
【0024】これに対してNo.6〜17は、本発明に
係る条件の1つ以上を満足していない場合の比較例であ
り、いずれかの特性が不十分である。On the other hand, No. Examples 6 to 17 are comparative examples in which one or more of the conditions according to the present invention are not satisfied, and one of the characteristics is insufficient.
【0025】No.17はSUS304であり、機械的
特性及び曲げ加工後の透磁率が高く非磁性が不安定であ
る。[0025]No. No. 17 is SUS304, which has high mechanical properties and high magnetic permeability after bending, and is unstable in non-magnetism.
【0026】[0026]
【発明の効果】本発明は以上の様に構成されているので
、低透磁率であると共に、加工を施しても非磁性が安定
した非磁性鉄筋であって、しかも機械的性質及び耐銹性
に優れると共に良好な熱間加工性を示し、かつ施工に際
して切断・曲げ加工が容易で優れた溶接性を有する非磁
性鉄筋が提供できることとなった。[Effects of the Invention] Since the present invention is constructed as described above, it is a non-magnetic reinforcing bar that has low magnetic permeability and stable non-magnetism even after processing, and has good mechanical properties and rust resistance. It has now become possible to provide a non-magnetic reinforcing bar that has excellent hot workability, is easy to cut and bend during construction, and has excellent weldability.
【図1】高Mn系鋼のC+1.5 N量と、機械的特性
の関係を示すグラフである。FIG. 1 is a graph showing the relationship between the C+1.5 N content and mechanical properties of high Mn steel.
【図2】高Mn系鋼のC含有量と圧接後の曲げ加工性の
関係を示すグラフである。FIG. 2 is a graph showing the relationship between C content of high Mn steel and bending workability after pressure welding.
【図3】図2の試験で行った圧接の条件を示すグラフで
ある。3 is a graph showing the pressure welding conditions performed in the test of FIG. 2. FIG.
Claims (1)
.4 %未満 Si:0.1 %〜1.0 % Mn:20%〜24% Cr:7%以上10%未満 N :0.08%〜0.18% を含有し、残部はFe及び不可避不純物からなり、かつ
C+1.5 N>0.4 %を満足するように調整して
なることを特徴とする非磁性鉄筋。[Claim 1] C: 0.25% (meaning of weight %, the same applies hereinafter) or more 0
.. Contains less than 4% Si: 0.1% to 1.0% Mn: 20% to 24% Cr: 7% to less than 10% N: 0.08% to 0.18%, the remainder being Fe and unavoidable impurities A non-magnetic reinforcing bar comprising: and adjusted to satisfy C+1.5 N>0.4%.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP3155745A JPH04354851A (en) | 1991-05-29 | 1991-05-29 | Non-magnetic reinforcing bar |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP3155745A JPH04354851A (en) | 1991-05-29 | 1991-05-29 | Non-magnetic reinforcing bar |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH04354851A true JPH04354851A (en) | 1992-12-09 |
Family
ID=15612505
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP3155745A Pending JPH04354851A (en) | 1991-05-29 | 1991-05-29 | Non-magnetic reinforcing bar |
Country Status (1)
Country | Link |
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JP (1) | JPH04354851A (en) |
Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS552707A (en) * | 1978-06-19 | 1980-01-10 | Japan Steel Works Ltd:The | Nonmagnetic steel sheet and nonmagnetic cast and forged steel for welded structure of magnetic inductor |
JPS6043469A (en) * | 1983-08-16 | 1985-03-08 | Toshiba Corp | Nonmagnetic high-manganese steel for low temperature use |
JPS60141823A (en) * | 1983-12-27 | 1985-07-26 | Kobe Steel Ltd | Production of nonmagnetic steel working member |
-
1991
- 1991-05-29 JP JP3155745A patent/JPH04354851A/en active Pending
Patent Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS552707A (en) * | 1978-06-19 | 1980-01-10 | Japan Steel Works Ltd:The | Nonmagnetic steel sheet and nonmagnetic cast and forged steel for welded structure of magnetic inductor |
JPS6043469A (en) * | 1983-08-16 | 1985-03-08 | Toshiba Corp | Nonmagnetic high-manganese steel for low temperature use |
JPS60141823A (en) * | 1983-12-27 | 1985-07-26 | Kobe Steel Ltd | Production of nonmagnetic steel working member |
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