JPH02240236A - Salt damage-resistant pc steel bar - Google Patents
Salt damage-resistant pc steel barInfo
- Publication number
- JPH02240236A JPH02240236A JP6061389A JP6061389A JPH02240236A JP H02240236 A JPH02240236 A JP H02240236A JP 6061389 A JP6061389 A JP 6061389A JP 6061389 A JP6061389 A JP 6061389A JP H02240236 A JPH02240236 A JP H02240236A
- Authority
- JP
- Japan
- Prior art keywords
- weight
- steel bar
- salt
- resistant
- delayed fracture
- 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.)
- Granted
Links
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 35
- 239000010959 steel Substances 0.000 title claims abstract description 35
- 150000003839 salts Chemical class 0.000 title claims abstract description 34
- 230000003111 delayed effect Effects 0.000 claims abstract description 23
- 239000012535 impurity Substances 0.000 claims abstract description 10
- 229910052742 iron Inorganic materials 0.000 claims abstract description 6
- 229910052802 copper Inorganic materials 0.000 abstract description 4
- 229910052748 manganese Inorganic materials 0.000 abstract description 3
- 229910052721 tungsten Inorganic materials 0.000 abstract description 3
- 229910052799 carbon Inorganic materials 0.000 abstract 2
- 229910052759 nickel Inorganic materials 0.000 abstract 2
- 229910052698 phosphorus Inorganic materials 0.000 abstract 2
- 229910052710 silicon Inorganic materials 0.000 abstract 2
- 229910052717 sulfur Inorganic materials 0.000 abstract 2
- 235000002639 sodium chloride Nutrition 0.000 description 29
- 230000003014 reinforcing effect Effects 0.000 description 7
- 239000004567 concrete Substances 0.000 description 6
- 230000007797 corrosion Effects 0.000 description 5
- 238000005260 corrosion Methods 0.000 description 5
- 230000000694 effects Effects 0.000 description 5
- 239000000463 material Substances 0.000 description 5
- 238000000034 method Methods 0.000 description 4
- FAPWRFPIFSIZLT-UHFFFAOYSA-M Sodium chloride Chemical compound [Na+].[Cl-] FAPWRFPIFSIZLT-UHFFFAOYSA-M 0.000 description 3
- 238000010438 heat treatment Methods 0.000 description 3
- 239000002245 particle Substances 0.000 description 3
- 239000004576 sand Substances 0.000 description 3
- 239000011780 sodium chloride Substances 0.000 description 3
- CURLTUGMZLYLDI-UHFFFAOYSA-N Carbon dioxide Chemical compound O=C=O CURLTUGMZLYLDI-UHFFFAOYSA-N 0.000 description 2
- 238000011074 autoclave method Methods 0.000 description 2
- 239000003795 chemical substances by application Substances 0.000 description 2
- 238000009864 tensile test Methods 0.000 description 2
- 238000003466 welding Methods 0.000 description 2
- 229910000975 Carbon steel Inorganic materials 0.000 description 1
- 108091006629 SLC13A2 Proteins 0.000 description 1
- UCKMPCXJQFINFW-UHFFFAOYSA-N Sulphide Chemical compound [S-2] UCKMPCXJQFINFW-UHFFFAOYSA-N 0.000 description 1
- 229910002092 carbon dioxide Inorganic materials 0.000 description 1
- 239000001569 carbon dioxide Substances 0.000 description 1
- 239000010962 carbon steel Substances 0.000 description 1
- 229910052804 chromium Inorganic materials 0.000 description 1
- 230000000052 comparative effect Effects 0.000 description 1
- 238000005336 cracking Methods 0.000 description 1
- 230000006866 deterioration Effects 0.000 description 1
- 230000002542 deteriorative effect Effects 0.000 description 1
- 238000011156 evaluation Methods 0.000 description 1
- 239000003292 glue Substances 0.000 description 1
- 230000015784 hyperosmotic salinity response Effects 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 229910000734 martensite Inorganic materials 0.000 description 1
- 230000013011 mating Effects 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 229910052758 niobium Inorganic materials 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 239000012779 reinforcing material Substances 0.000 description 1
- 239000000523 sample Substances 0.000 description 1
- 239000000126 substance Substances 0.000 description 1
- 238000005496 tempering Methods 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
- 229910052726 zirconium Inorganic materials 0.000 description 1
Landscapes
- Heat Treatment Of Steel (AREA)
Abstract
Description
【発明の詳細な説明】 「発明の目的」 (産業上の利用分野) 本発明は、耐塩性PC鋼棒に関するものである。[Detailed description of the invention] "Purpose of invention" (Industrial application field) The present invention relates to a salt-resistant PC steel bar.
(従来の技術)
近年、海浜地帯のコンクリート建造物や海砂を使用した
鉄筋コンクリート建造物における、ヒビ割れ劣化が問題
となっているが、これは海塩粒子の塩分や海砂中の塩分
によって、コンクリート中に埋設された鉄筋が腐蝕する
ことにより発生するものであって、この防止のために、
鉄筋自体の化学組成を制御し、耐塩性を向上させる方法
が既に種々開発されている。(Prior art) In recent years, cracking and deterioration in concrete buildings in coastal areas and reinforced concrete buildings using sea sand has become a problem, but this is caused by the salinity of sea salt particles and the salt in sea sand. This occurs due to corrosion of reinforcing bars buried in concrete, and to prevent this,
Various methods have already been developed to improve salt resistance by controlling the chemical composition of reinforcing bars themselves.
例えば、特公昭55−22546号公報ではCuとWと
を同時に添加することにより、また特開昭57−480
54号公報ではNiを多量に添加することにより、更に
特開昭63−161120号公報ではCrを多量に添加
することにより耐塩性の向上を計ろうとすることが提案
されている。For example, in Japanese Patent Publication No. 55-22546, by adding Cu and W at the same time, and in Japanese Patent Publication No. 57-480,
No. 54 proposes to improve salt resistance by adding a large amount of Ni, and JP-A-63-161120 proposes to add a large amount of Cr to improve salt resistance.
前記したこれら提案は、何れも鉄筋に関するものである
が、PC鋼棒も亦、コンクリート建造物の補強材として
これらの鉄筋同様に使用されている。然しなから、この
PC鋼棒においても、前記鉄筋同様にpc氷ボール海塩
粒子による腐蝕、PCパイル・ボールの海砂使用による
腐蝕は避けられず、鉄筋によるものと同様の問題を生じ
つつある。Although the above-mentioned proposals are all related to reinforcing bars, PC steel bars are also used as reinforcing materials for concrete buildings, just like these reinforcing bars. However, in this PC steel bar, corrosion due to the PC ice ball sea salt particles and corrosion due to the use of sea sand in the PC pile ball are unavoidable, similar to the above-mentioned reinforcing bars, and the same problems as those caused by reinforcing bars are occurring. .
又鉄筋は、圧延ままで使用し、比較的低強度であるため
、遅れ破壊特性、リラクセーション特性(JIS G
3109の8.2による)等についての配慮は不要であ
る。一方PC鋼棒は、熱間圧延材を用い、ストレッチン
グ、引抜、熱処理の内、何れかの方法により、又はこれ
らの組合せによって製造されている。In addition, reinforcing bars are used as rolled and have relatively low strength, so they have delayed fracture properties and relaxation properties (JIS G
According to 8.2 of 3109), etc., consideration is not required. On the other hand, PC steel bars are manufactured using hot-rolled materials by stretching, drawing, heat treatment, or a combination thereof.
尚、このようなPC鋼棒の耐塩性向上を計ろうとするも
のとしては、特開昭58−83752号公報を挙げるこ
とができる。Incidentally, as an example of an attempt to improve the salt resistance of such a PC steel bar, there can be cited Japanese Patent Application Laid-open No. 83752/1983.
(発明が解決しようとする課題)
前記したような従来法のPC鋼棒は、炭素鋼が主体であ
り、一部にSi+ Cr、 Mn等を多く含有した鋼は
あるものの、耐塩性は余り考慮されていない。(Problem to be solved by the invention) The conventional PC steel bars as described above are mainly made of carbon steel, and although there are some steels containing a large amount of Si + Cr, Mn, etc., salt resistance is not given much consideration. It has not been.
又、高強度化することにより、所望の耐塩性を達成して
も、それ以外の遅れ破壊特性、リラクセーション特性、
溶接性、機械的性質等の他の特性が必ずしも充分でない
。亦、前記した特開昭58−83752号公報に示され
るものは、Ca、 RE!Hの単独ないし、複合添加に
よる鋼中硫化物の減少、且つ性状の変化を目指し、これ
により耐塩性を向上させるとするものであるが現状では
、Caの歩留を安定させることは困難であり、製造上問
題が多い。In addition, even if the desired salt resistance is achieved by increasing the strength, other delayed fracture characteristics, relaxation characteristics,
Other properties such as weldability and mechanical properties are not necessarily sufficient. In addition, what is shown in the above-mentioned Japanese Patent Application Laid-Open No. 58-83752 is Ca, RE! The aim is to reduce sulfide in steel and change its properties by adding H alone or in combination, thereby improving salt resistance, but at present it is difficult to stabilize the yield of Ca. , there are many manufacturing problems.
本発明は、耐塩性PC!iil棒に係り、従来のpc鋼
棒と同様のりラクセーション特性、溶接性、機械的性質
を保持しつつ、遅れ破壊特性、耐塩性を向上させたPC
鋼棒を提供しようとするものである。The present invention is a salt-resistant PC! PC steel bars have improved delayed fracture properties and salt resistance while maintaining the same glue laxation properties, weldability, and mechanical properties as conventional PC steel bars.
The aim is to provide steel rods.
「発明の構成」
(課題を解決するための手段)
本発明者らは、上記課題を解決すべく鋭意研究を重ねた
結果、熱処理を行い、焼戻しマルテンサイト組織とした
鋼における耐塩性、遅れ破壊特性、溶接性、リラクセー
ション特性及び機械的性質を向上する成分系を見出した
。"Structure of the Invention" (Means for Solving the Problems) As a result of intensive research to solve the above problems, the present inventors have discovered that the salt resistance and delayed fracture of steel that has been heat treated and has a tempered martensitic structure has been improved. We have discovered a component system that improves properties, weldability, relaxation properties and mechanical properties.
即ち、上記課題は、
(IIC:0.2〜0.4重量%、Si:0.2〜2.
0重量%、門n : 0.2〜:5重量%、P≦0.0
20重量%。That is, the above problem is solved by (IIC: 0.2 to 0.4% by weight, Si: 0.2 to 2% by weight).
0% by weight, gate n: 0.2~:5% by weight, P≦0.0
20% by weight.
S≦0.005重量%、Ni:3〜5重量%を含み、残
部がFe及び不可避的不純物から成ることを特徴とする
、遅れ破壊特性に優れた耐塩性PC@捧;(2)C:0
.2〜0.4重量%、Si:0,2〜2.0重量%、
Mn: 0.2〜:5重量%、P≦0.020重量%。Salt-resistant PC with excellent delayed fracture properties, characterized by containing S≦0.005% by weight, Ni: 3-5% by weight, and the balance consisting of Fe and inevitable impurities; (2) C: 0
.. 2 to 0.4% by weight, Si: 0.2 to 2.0% by weight,
Mn: 0.2 to 5% by weight, P≦0.020% by weight.
S≦0.005重量%、Ni:3〜5重四%を含有する
と共に、Cu:0.05〜0.5重量%、W:0.03
〜0.5重量%の内1種以上を含み、残部がFe及び不
可避的不純物から成ることを特徴とする、遅れ破壊特性
に優れた耐塩性pc鋼棒;
(3)C:0.2〜0.4重量%、Si:0.2〜2.
0重量%、 Mn: 0.2〜:5重量%、P≦0.0
20重量%。Contains S≦0.005% by weight, Ni: 3 to 5% by weight, Cu: 0.05 to 0.5% by weight, W: 0.03
A salt-resistant PC steel bar with excellent delayed fracture properties, characterized by containing one or more of ~0.5% by weight and the remainder consisting of Fe and unavoidable impurities; (3) C: 0.2~ 0.4% by weight, Si: 0.2-2.
0% by weight, Mn: 0.2~:5% by weight, P≦0.0
20% by weight.
S≦0.005重量%、Ni:3〜5重量%に、B:0
.0003〜0.0050重量%を含有し、残部がFe
及゛び不可避的不純物から成ることを特徴とする、遅れ
破壊特性に優れた耐塩性PC鋼棒;(4)C:0.2〜
0.4重量%、Si:0.2〜2.0重量%9M口:0
.2〜:5重量%、P≦0.020重量%S≦o、oo
s重量%、N1=3〜5重量%にCu:0.05〜0.
5重量%、 W: 0.03〜0.5重量%の内1種以
上及びB : 0.0003〜0.0050重量%を含
み、残部がFe及び不可避的不純物から成ることを特徴
とする、遅れ破壊特性に優れた耐塩性PC鋼棒;
の採用により解決されることを見出した。S≦0.005% by weight, Ni: 3 to 5% by weight, B: 0
.. 0003 to 0.0050% by weight, with the remainder being Fe.
Salt-resistant PC steel bar with excellent delayed fracture properties, characterized by consisting of carbon dioxide and unavoidable impurities; (4) C: 0.2~
0.4% by weight, Si: 0.2-2.0% by weight 9M port: 0
.. 2~: 5% by weight, P≦0.020% by weight S≦o, oo
s weight %, N1 = 3 to 5 weight %, Cu: 0.05 to 0.
5% by weight, W: one or more of 0.03 to 0.5% by weight, and B: 0.0003 to 0.0050% by weight, with the remainder consisting of Fe and inevitable impurities. We have found that the problem can be solved by using a salt-resistant PC steel bar with excellent delayed fracture properties.
(作用)
本願発明によるpcg棒の成分限定理由を重量%(以下
単に%という)により説明すると以下の通りである。(Function) The reasons for limiting the components of the PCG rod according to the present invention in terms of weight % (hereinafter simply referred to as %) are as follows.
Cは、焼入性を高め、強度を上げるのに必要な元素であ
り、pc鋼棒として、強度レベルを確保するためには、
0.2%以上が必要である。然し、0.4%超えとなる
と点溶接性が低下するので0.4%を上限とする。C is an element necessary to improve hardenability and increase strength, and in order to ensure the strength level as a PC steel bar,
0.2% or more is required. However, if it exceeds 0.4%, the spot weldability will deteriorate, so the upper limit is set at 0.4%.
Siは、脱酸剤として使用されるため、又、遅れ破壊特
性及びリラクセーション特性に有効であるため、0.2
%以上必要で、添加量の多い方が望ましいが、2.0%
超えになると、鋼の延性が劣化するため、2.0%を上
限とする。Since Si is used as a deoxidizing agent and is effective for delayed fracture characteristics and relaxation characteristics, 0.2
% or more is required, and it is desirable to add a large amount, but 2.0%
If the content exceeds 2.0%, the ductility of the steel deteriorates, so the upper limit is set at 2.0%.
Mnは、Siと同様に脱酸剤であると共に、Cと同様に
焼入性を高め、強度向上に必要な元素であるため0.2
%以上が必要である。然し、:5%超えでは延性が劣化
するので:5%を上限とする。Mn is a deoxidizing agent like Si, and like C, it is an element necessary for improving hardenability and strength, so it is 0.2
% or more is required. However, if it exceeds 5%, the ductility deteriorates, so the upper limit is set at 5%.
Pは、不純物元素として避けられない元素であるが、遅
れ破壊特性を劣化させるため、0.020%以下とする
。P is an element that cannot be avoided as an impurity element, but since it deteriorates delayed fracture characteristics, it is kept at 0.020% or less.
Sは、耐塩性を劣化させるので出来得る限り、少なくす
ることが望ましい。本発明においては、0.005%以
下とする。Since S deteriorates salt resistance, it is desirable to reduce it as much as possible. In the present invention, it is set to 0.005% or less.
Niは、本発明における重要な元素で、耐塩性に効果が
あるばかりでなく、遅れ破壊特性の向上にも寄与する。Ni is an important element in the present invention, and not only has an effect on salt resistance but also contributes to improving delayed fracture characteristics.
この効果は3%未満では充分に期待出来ず、5%超えで
は経済的理由から不利となる。This effect cannot be fully expected with a content of less than 3%, and a content of more than 5% is disadvantageous for economic reasons.
従って、下限を3%、上限を5%とする。Therefore, the lower limit is set to 3% and the upper limit is set to 5%.
Cu及びWは、耐塩性を劣化させずに遅れ破壊特性を向
上させ得る元素であるが、多量に添加すると、経済的に
不利である。従って、Cuは下限を0.05%、上限を
0.5%とし、Wについては、下限を0.03%、上限
を0.5%とする。Cu and W are elements that can improve delayed fracture characteristics without deteriorating salt resistance, but if they are added in large amounts, they are economically disadvantageous. Therefore, the lower limit of Cu is 0.05% and the upper limit is 0.5%, and the lower limit of W is 0.03% and the upper limit is 0.5%.
Bは焼入性を向上させると共に、遅れ破壊特性を向上さ
せるが、0.0003%未満ではその効果が明らかでな
く、0.0050%を超えると、却って焼入性を減する
ので下限を0.0003%、上限を0.0050%とす
る。尚、Bを添加する場合、通常Bの焼入性を高めるた
めに、Tiを加えているがこれは、鋼中のNを固定する
ためであり、上記範囲のB含有量に対しては、0.02
0%前後のTiが適当である。又、Tiと同様の作用を
するZr、 Nbの1種以上を加えるのも有効である。B improves hardenability and delayed fracture properties, but if it is less than 0.0003%, the effect is not obvious, and if it exceeds 0.0050%, it actually reduces hardenability, so the lower limit is set to 0. .0003%, and the upper limit is 0.0050%. In addition, when adding B, Ti is usually added to improve the hardenability of B, but this is to fix N in the steel, and for the B content in the above range, 0.02
Appropriately is around 0% Ti. It is also effective to add one or more of Zr and Nb, which have the same effect as Ti.
(実施例)
次の第1表に示した成分の鋼を直径9.5uの丸棒に圧
延し、直径9.0鶴の丸棒に引抜き、その後、高周波加
熱による焼入れ焼戻しを行った。焼入れは930〜10
20℃で、焼戻しは、引張強さ150kgf/+n”を
目標として最適温度で行った。尚熱処理は高周波にのみ
限定されるものではないことは明らかである。(Example) Steel having the components shown in Table 1 below was rolled into a round bar with a diameter of 9.5 u, drawn into a round bar with a diameter of 9.0 mm, and then quenched and tempered by high frequency heating. Hardening is 930-10
Tempering was carried out at an optimum temperature of 20° C., aiming at a tensile strength of 150 kgf/+n”. It is clear that the heat treatment is not limited to high frequency only.
上記のようにして得られた鋼棒の機械的性質、耐塩性、
遅れ破壊特性、リラクセーション特性及び溶接性の試験
結果を次の第2表に示す。Mechanical properties, salt resistance, and
Test results for delayed fracture properties, relaxation properties, and weldability are shown in Table 2 below.
引張試験は、熱処理されたものを標点距離72鶴で引張
を行った。In the tensile test, the heat-treated material was stretched at a gage length of 72 cranes.
耐塩性試験は、第1図に示すオートクレーブ法で行った
。試験工程は以下に示す如くである。The salt tolerance test was conducted by the autoclave method shown in FIG. The test process is as shown below.
■ 細骨材型10.5%の塩分(NaC1)を含有した
コンクリート中に供試材を打込み、養生を終了した試験
体をオートクレーブ装置に挿入し、密閉する。■ Fine aggregate type The test material is poured into concrete containing 10.5% salt (NaC1), and the cured test specimen is inserted into an autoclave and sealed.
■ 第1図に示すように、常温から3〜4時間で約18
0℃、 10kgf/am”の圧力に達し、この条件
で5時間保持し、その後、自然放冷する。■ As shown in Figure 1, approximately 18 lbs.
A temperature of 0°C and a pressure of 10 kgf/am'' was reached, maintained at this condition for 5 hours, and then allowed to cool naturally.
■ オートクレーブ試験開始後、約24時間後に、試験
体を取り出す。■ Remove the test specimen approximately 24 hours after starting the autoclave test.
■ 20℃の水中に約24時間浸漬する。■ Immerse in water at 20℃ for about 24 hours.
■ 再び、オートクレーブに入れ、■、■の操作を行う
。■ Place in the autoclave again and perform operations ■ and ■.
試験終了後、供試材をコンクリート中から取り出し、腐
蝕減量を測定し、これで耐塩性を評価した。After the test, the test materials were taken out of the concrete, the corrosion loss was measured, and salt resistance was evaluated.
遅れ破壊試験は、供試材に引張強さの80%の応力を付
加し、50℃に加熱した20%NH48CN溶液中に浸
漬して行い、評価は、破断時間で行った。The delayed fracture test was conducted by applying a stress of 80% of the tensile strength to the sample material and immersing it in a 20% NH48CN solution heated to 50° C., and evaluation was performed based on the time to fracture.
リラクセーション試験は、JIS G 3109の方法
によって行い、評価した。The relaxation test was conducted and evaluated according to the method of JIS G 3109.
尚、高温リラクセーション試験は、ビルディングレター
1971年28号3頁の「高温におけるpcm棒および
鋼線のレラクセーションに関する共同試験・結果報告書
jに示されている方法で行った。The high-temperature relaxation test was carried out in accordance with the method described in Building Letter, No. 28, 1971, page 3, ``Joint test/result report on relaxation of PCM rods and steel wires at high temperatures.
これらの条件は第2図に示す如くである。These conditions are as shown in FIG.
溶接性試験は、溶接電流: 250OA、 通電サイ
クル数:2.相手材: SWRM8の3.2u丸棒とい
う条件で行い、クロス溶接後、引張試験を行い、強度、
伸びがJIS G 3109の規格を満足する場合を○
印とした。In the weldability test, welding current: 250OA, number of current cycles: 2. Mating material: A 3.2u round bar of SWRM8 was used, and after cross welding, a tensile test was conducted to determine the strength,
○ if the elongation satisfies the JIS G 3109 standard
It was marked as a mark.
即ち第2表によるならば、本発明鋼の、機械的性質、リ
ラクセーシッン特性、溶接性は、従来鋼と同等であり、
pc鋼棒としての特性を満足している。一方、耐塩性及
び遅れ破壊特性は、従来鋼。That is, according to Table 2, the mechanical properties, relaxation properties, and weldability of the steel of the present invention are equivalent to those of the conventional steel,
It satisfies the characteristics as a PC steel bar. On the other hand, its salt resistance and delayed fracture properties are comparable to conventional steel.
比較鋼に比べ優れたものであることが判明した。It was found to be superior to comparative steels.
「発明の効果」
以上説明したように本発明によれば、コンクリート中に
おける塩分や海塩粒子の塩分に対して、優れた耐腐蝕性
を有すると共に、遅れ破壊特性。"Effects of the Invention" As explained above, according to the present invention, it has excellent corrosion resistance against salt in concrete and salt of sea salt particles, and has delayed fracture characteristics.
リラクセーション特性、溶接性及び機械的性質の何れに
おいても優れた特性を有するPC鋼棒を得ることが出来
るので、工業的に効果の大きい発明である。This invention is industrially very effective because a PC steel bar can be obtained that has excellent properties in terms of relaxation properties, weldability, and mechanical properties.
図面は、本願実施例に記載のpc鋼棒の試験条件を示す
ものであって、第1図は、耐塩性を評価するためのオー
トクレーブ法の試験条件、第2図は、高温リラクセーシ
ョン試験の条件を夫々示すものである。The drawings show the test conditions for the PC steel bar described in the Examples of the present application, in which Figure 1 shows the test conditions of the autoclave method for evaluating salt resistance, and Figure 2 shows the conditions of the high temperature relaxation test. are shown respectively.
Claims (4)
0重量%、Mn:0.2〜1.5重量%、P≦0.02
0重量%、S≦0.005重量%、Ni:3〜5重量%
を含み、残部がFe及び不可避的不純物から成ることを
特徴とする、遅れ破壊特性に優れた耐塩性PC鋼棒。(1) C: 0.2-0.4% by weight, Si: 0.2-2.
0% by weight, Mn: 0.2-1.5% by weight, P≦0.02
0% by weight, S≦0.005% by weight, Ni: 3-5% by weight
A salt-resistant PC steel bar with excellent delayed fracture properties, characterized in that the balance consists of Fe and unavoidable impurities.
0重量%、Mn:0.2〜1.5重量%、P≦0.02
0重量%、S≦0.005重量%、Ni:3〜5重量%
を含有すると共に、Cu:0.05〜0.5重量%、W
:0.03〜0.5重量%の内1種以上を含み、残部が
Fe及び不可避的不純物から成ることを特徴とする、遅
れ破壊特性に優れた耐塩性PC鋼棒。(2) C: 0.2-0.4% by weight, Si: 0.2-2.
0% by weight, Mn: 0.2-1.5% by weight, P≦0.02
0% by weight, S≦0.005% by weight, Ni: 3-5% by weight
Contains Cu: 0.05 to 0.5% by weight, W
: A salt-resistant PC steel bar with excellent delayed fracture properties, characterized by containing one or more of the following: 0.03 to 0.5% by weight, with the remainder consisting of Fe and unavoidable impurities.
0重量%、Mn:0.2〜1.5重量%、P≦0.02
0重量%、S≦0.005重量%、Ni:3〜5重量%
に、B:0.0003〜0.0050重量%を含有し、
残部がFe及び不可避的不純物から成ることを特徴とす
る、遅れ破壊特性に優れた耐塩性PC鋼棒。(3) C: 0.2-0.4% by weight, Si: 0.2-2.
0% by weight, Mn: 0.2-1.5% by weight, P≦0.02
0% by weight, S≦0.005% by weight, Ni: 3-5% by weight
contains B: 0.0003 to 0.0050% by weight,
A salt-resistant PC steel bar with excellent delayed fracture properties, characterized in that the remainder consists of Fe and unavoidable impurities.
0重量%、Mn:0.2〜1.5重量%、P≦0.02
0重量%、S≦0.005重量%、Ni:3〜5重量%
にCu:0.05〜0.5重量%、W:0.03〜0.
5重量%の内1種以上及びB:0.0003〜0.00
50重量%を含み、残部がFe及び不可避的不純物から
成ることを特徴とする、遅れ破壊特性に優れた耐塩性P
C鋼棒。(4) C: 0.2-0.4% by weight, Si: 0.2-2.
0% by weight, Mn: 0.2-1.5% by weight, P≦0.02
0% by weight, S≦0.005% by weight, Ni: 3-5% by weight
Cu: 0.05-0.5% by weight, W: 0.03-0.
One or more of 5% by weight and B: 0.0003 to 0.00
Salt-resistant P with excellent delayed fracture properties, characterized by containing 50% by weight and the remainder consisting of Fe and unavoidable impurities.
C steel bar.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP1060613A JP2607388B2 (en) | 1989-03-15 | 1989-03-15 | PC steel bar with excellent salt resistance |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP1060613A JP2607388B2 (en) | 1989-03-15 | 1989-03-15 | PC steel bar with excellent salt resistance |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH02240236A true JPH02240236A (en) | 1990-09-25 |
JP2607388B2 JP2607388B2 (en) | 1997-05-07 |
Family
ID=13147297
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP1060613A Expired - Fee Related JP2607388B2 (en) | 1989-03-15 | 1989-03-15 | PC steel bar with excellent salt resistance |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP2607388B2 (en) |
Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5646534A (en) * | 1979-09-25 | 1981-04-27 | Nec Home Electronics Ltd | Manufacture of semiconductor device |
JPS57114638A (en) * | 1980-12-30 | 1982-07-16 | Nippon Steel Corp | Bar steel for reinforcing rod with superior toughness at low temperature and seawater resistance, and its manufacture |
JPS581016A (en) * | 1981-06-26 | 1983-01-06 | High Frequency Heattreat Co Ltd | Production of steel bar of steel wire having superior delayed breakdown characteristic and mechanical properties for prestressed concrete |
JPS60103119A (en) * | 1983-11-11 | 1985-06-07 | Sumitomo Metal Ind Ltd | Method for producing steel bars with excellent low-temperature toughness |
JPS63293142A (en) * | 1987-05-26 | 1988-11-30 | Sumitomo Metal Ind Ltd | Machine structural steel having superior delayed fracture resistance |
-
1989
- 1989-03-15 JP JP1060613A patent/JP2607388B2/en not_active Expired - Fee Related
Patent Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5646534A (en) * | 1979-09-25 | 1981-04-27 | Nec Home Electronics Ltd | Manufacture of semiconductor device |
JPS57114638A (en) * | 1980-12-30 | 1982-07-16 | Nippon Steel Corp | Bar steel for reinforcing rod with superior toughness at low temperature and seawater resistance, and its manufacture |
JPS581016A (en) * | 1981-06-26 | 1983-01-06 | High Frequency Heattreat Co Ltd | Production of steel bar of steel wire having superior delayed breakdown characteristic and mechanical properties for prestressed concrete |
JPS60103119A (en) * | 1983-11-11 | 1985-06-07 | Sumitomo Metal Ind Ltd | Method for producing steel bars with excellent low-temperature toughness |
JPS63293142A (en) * | 1987-05-26 | 1988-11-30 | Sumitomo Metal Ind Ltd | Machine structural steel having superior delayed fracture resistance |
Also Published As
Publication number | Publication date |
---|---|
JP2607388B2 (en) | 1997-05-07 |
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