JP2001314970A - Sub-merged arc press welding method for high strength reinforcing bar having excellent weld portion quality - Google Patents

Sub-merged arc press welding method for high strength reinforcing bar having excellent weld portion quality

Info

Publication number
JP2001314970A
JP2001314970A JP2000132134A JP2000132134A JP2001314970A JP 2001314970 A JP2001314970 A JP 2001314970A JP 2000132134 A JP2000132134 A JP 2000132134A JP 2000132134 A JP2000132134 A JP 2000132134A JP 2001314970 A JP2001314970 A JP 2001314970A
Authority
JP
Japan
Prior art keywords
strength
welding
welded
rebar
welding method
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
Application number
JP2000132134A
Other languages
Japanese (ja)
Other versions
JP3940249B2 (en
Inventor
Shinji Kodama
真二 児玉
Yasutomo Ichiyama
靖友 一山
Masakuni Wakabayashi
正邦 若林
Shigeki Terasaki
滋樹 寺崎
Takashige Nagato
隆重 長門
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
Nippon Steel Corp
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 Nippon Steel Corp filed Critical Nippon Steel Corp
Priority to JP2000132134A priority Critical patent/JP3940249B2/en
Publication of JP2001314970A publication Critical patent/JP2001314970A/en
Application granted granted Critical
Publication of JP3940249B2 publication Critical patent/JP3940249B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Landscapes

  • Arc Welding In General (AREA)

Abstract

PROBLEM TO BE SOLVED: To improve the strength of a reinforcing bar used for sub-merged arc press welding method, while keeping the characteristics of weld portion. SOLUTION: By making total content of P and S 0.03% or less, high temperature crack is prevented from developing in welded portion, and also by making the carbon equivalent, which is decided by the expression [%C]+[%Si]7+[% Mn]/5+[%V], 0.5%-0.8%, the strength of the rebar is secured, breaking from heat-affected portion is prevented.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、主に建築、土木分
野の鋼構造物や鉄筋コンクリート構造物の溶接に適用さ
れるサブマージアークプレス溶接方法に関し、特に、高
強度の鉄筋を溶接する際の溶接品質に優れた高強度鉄筋
のサブマージアークプレス溶接方法に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a submerged arc press welding method mainly applied to welding of steel structures and reinforced concrete structures in the fields of construction and civil engineering, and more particularly to welding for welding high-strength rebar. The present invention relates to a submerged arc press welding method for high-strength rebar having excellent quality.

【0002】[0002]

【従来の技術】近年建築、土木分野において構造物の大
型化に伴い、構造物に使用される鉄筋の太径化、高強度
化が進展している。そのため、これらの太径高強度の鉄
筋を溶接して構造物の建造に際して、溶接部の安定した
品質で能率良く溶接する方法が求められている。
2. Description of the Related Art In recent years, in the field of construction and civil engineering, along with the enlargement of structures, the diameter and strength of reinforcing bars used for the structures have been increasing. Therefore, there is a demand for a method of welding these large-diameter, high-strength rebars at a stable quality and efficient welding at the time of building a structure.

【0003】従来の鉄筋溶接方法に関しては、例えば特
開昭54−137451号公報に開示されているような
鉄筋と被溶接材との溶接ギャップ(溶接部)を円筒形の
裏当て材で包囲して、裏当て材上部開口部から溶接材料
によって手溶接もしくは半自動溶接するエンクローズア
ーク溶接法が知られている。
[0003] With regard to a conventional reinforcing bar welding method, for example, a welding gap (welded portion) between a reinforcing bar and a material to be welded as disclosed in Japanese Patent Application Laid-Open No. 54-137451 is surrounded by a cylindrical backing material. In addition, there has been known an enclosed arc welding method in which manual welding or semi-automatic welding is performed with a welding material from an upper opening of a backing material.

【0004】エンクローズアーク溶接法においては、溶
接部の溶接金属は、溶接材料を適宜選択して成分調整し
て溶接部品質を制御することが可能であるため、一般的
にJIS規格でSD390(降伏点390MPa以上)
の鉄筋までの高強度鉄筋の溶接に適用されている。しか
しながら、この溶接方法は、棒鋼を水平に配置して被溶
接材面との溶接ギャップ(溶接部)を円筒形の裏当て材
で包囲して、上部開口部から溶接材料で溶接する方法で
あり、鉛直に配置したされたアンカー鉄筋や基礎杭等と
定着板や端板等を溶接するような場合には、溶接姿勢が
横向きになるため溶融金属が流れやすくなり溶接部の品
質を確保できない。
In the enclosed arc welding method, the quality of the weld metal can be controlled by adjusting the composition of the weld metal by appropriately selecting the welding material. (Yield point 390MPa or more)
It has been applied to welding of high-strength rebar up to the rebar. However, this welding method is a method in which a steel bar is arranged horizontally, a welding gap (weld portion) with a surface of a material to be welded is surrounded by a cylindrical backing material, and welding is performed from an upper opening with a welding material. In the case where the anchor plate, the end plate, and the like, which are arranged vertically, are welded to the anchor plate, the end plate, and the like, the molten metal is likely to flow because the welding posture is horizontal, and the quality of the welded portion cannot be secured.

【0005】一方、アンカー鉄筋と定着板を溶接する等
の鉛直に配置された鉄筋と被溶接材を溶接する方法とし
ては、特開昭41−76859号公報等で開示されてい
るようなサブマージアークプレス溶接法が知られてい
る。
On the other hand, as a method for welding a vertically disposed reinforcing bar and a material to be welded, such as welding an anchor reinforcing bar and a fixing plate, a submerged arc disclosed in Japanese Patent Application Laid-Open No. 41-76859 and the like is known. Press welding is known.

【0006】サブマージアークプレス溶接法は、鉄筋径
が32mm程度の比較的太径の鉄筋にも適用できる溶接
方法であり、図1に示すように鉄筋1の端部と被溶接材
の鋼板6間の溶接ギャップ部を粉粒体フラックス3とフ
ラックスホルダー4で包囲した状態で、交流溶接電源7
から電源ケーブルにより鉄筋1に溶接電流を流して、前
記溶接ギャップ間に溶接アーク2を発生させながら鉄筋
1の端部を加熱溶融させ、所定時間経過した後、被溶接
材上に生成した溶接金属(溶融池)5に棒鋼を押し込む
ことにより溶接する方法である。
[0006] The submerged arc press welding method is a welding method that can be applied to a relatively large-diameter rebar having a rebar diameter of about 32 mm. As shown in FIG. In a state in which the welding gap portion is surrounded by the powder flux 3 and the flux holder 4, the AC welding power source 7
A welding current is passed through the reinforcing bar 1 by a power cable to heat and melt the end of the reinforcing bar 1 while generating a welding arc 2 between the welding gaps. After a predetermined time has passed, the welding metal formed on the material to be welded (Molten pool) This is a method of welding by pushing a steel bar into 5.

【0007】このようにサブマージアークプレス溶接方
法では、鉄筋等の鋼材自体が溶接材料の代わりとなるた
め、溶接部(溶接金属)の品質は鉄筋等の鋼材成分に大
きく影響される。一方、従来の建築、土木分野のJIS
規格で規定された鉄筋はこれらの溶接品質を考慮した成
分設計になっていなかったため、これらの従来型の鉄筋
を用いて溶接を行うと、溶接部の機械的特性が著しく低
下するという問題があった。
[0007] As described above, in the submerged arc press welding method, since the steel itself such as a reinforcing bar substitutes for the welding material, the quality of the welded portion (weld metal) is greatly affected by the steel component such as the reinforcing bar. On the other hand, conventional JIS in the fields of architecture and civil engineering
Reinforcing bars stipulated in the standards were not designed with components that take into account these welding qualities.Therefore, when welding was performed using these conventional reinforcing bars, there was a problem that the mechanical properties of the welded parts were significantly reduced. Was.

【0008】この傾向は、近年の鉄筋の高強度化ととも
に強くなる。例えば、従来型のSD390鉄筋(降伏点
390MPa以上、引張り強さ560MPa以上)を用
いてサブマージアークプレス溶接を行った場合、溶接部
の引張り試験において、溶接金属中央部から破断するこ
ととなり、特に、高強度鉄筋を溶接する際に溶接部の強
度低下が問題であった。このため、従来のサブマージア
ークプレス溶接においては、溶接部の品質を確保するた
めに、SD295(降伏点295MPa以上、引張り強
さ490MPa以上)の強度レベルの鉄筋に適用を規制
せざるを得なかった。
This tendency becomes stronger with the recent increase in the strength of reinforcing bars. For example, when submerged arc press welding is performed using a conventional SD390 rebar (yield point of 390 MPa or more, tensile strength of 560 MPa or more), in the tensile test of the welded portion, the fracture will occur from the center of the weld metal. When welding high-strength rebar, there was a problem that the strength of the weld was reduced. For this reason, in the conventional submerged arc press welding, in order to secure the quality of the welded portion, the application to the rebar having the strength level of SD295 (yield point of 295 MPa or more, tensile strength of 490 MPa or more) has to be restricted. .

【0009】[0009]

【発明が解決しようとする課題】本発明は、以上のよう
な従来技術の問題に鑑み、 SD390鉄筋(降伏点3
90MPa以上、引張り強さ560MPa以上)レベル
以上の高強度鉄筋をサブマージアークプレス溶接する場
合においても良好な溶接品質が得られる高強度鉄筋のサ
ブマージアークプレス溶接を提供することを目的とす
る。
SUMMARY OF THE INVENTION The present invention has been made in consideration of the above-mentioned problems in the prior art, and has been developed in consideration of the above-mentioned problems.
It is an object of the present invention to provide a submerged arc press welding of a high-strength rebar that can obtain good welding quality even when a high-strength rebar having a strength of 90 MPa or more and a tensile strength of 560 MPa or more) is subjected to submerged arc press welding.

【0010】[0010]

【課題を解決するための手段】本発明は、上記の課題を
解決するものであり、その要旨とするところは、以下の
通りである。 (1)棒鋼の端部と被溶接材間の溶接ギャップの周りを
粉粒体フラックスで包囲した状態で、通電により棒鋼端
部から被溶接材へ発生するアークによって棒鋼端部を加
熱溶融して被溶接材の表面上に所定量の溶融池を生成さ
せた後、棒鋼端部を溶融池に押し込んで溶接するサブマ
ージアークプレス溶接方法において、前記棒鋼の成分と
して、質量%で、 C:0.1〜0.3%、 Si:0.1〜0.4%、 Mn:0.5〜2.0%、 V:0.05〜0.3% を含有し、残部がFe及び不可避不純物からなり、か
つ、P及びSの合計量を0.03%以下に規制するとと
もに、下記の式のC当量が0.5〜0.8を満足するこ
とを特徴とする溶接部品質に優れた高強度鉄筋のサブマ
ージアークプレス溶接方法。 C当量(%)=[%C]+[%Si]/7+[%Mn]/5+
[%V] (2)前記棒鋼の降伏点強さが390MPa以上、引張
り強さが560MPa以上であることを特徴とする請求
項1に記載の溶接部品質に優れた高強度鉄筋のサブマー
ジアークプレス溶接方法。
SUMMARY OF THE INVENTION The present invention is to solve the above-mentioned problems, and the gist thereof is as follows. (1) In a state where the periphery of the welding gap between the end portion of the steel bar and the material to be welded is surrounded by the particulate flux, the end portion of the steel bar is heated and melted by an arc generated from the end portion of the steel bar to the material to be welded by energization. In a submerged arc press welding method in which a predetermined amount of a molten pool is generated on the surface of a material to be welded, and the end portion of the steel bar is pressed into the molten pool and welded, as a component of the steel bar, C: 0. 1-0.3%, Si: 0.1-0.4%, Mn: 0.5-2.0%, V: 0.05-0.3%, the balance being Fe and inevitable impurities. And the total amount of P and S is regulated to 0.03% or less, and the C equivalent of the following formula satisfies 0.5 to 0.8. Submerged arc press welding method for high-strength rebar. C equivalent (%) = [% C] + [% Si] / 7 + [% Mn] / 5 +
[2] The submerged arc press of a high-strength rebar excellent in weld quality according to claim 1, wherein the yield strength of the steel bar is 390 MPa or more and the tensile strength is 560 MPa or more. Welding method.

【0011】[0011]

【発明の実施の形態】本発明のサブマージアークプレス
溶接方法に用いる高強度鉄筋は、SD390鉄筋(降伏
点390MPa以上、引張り強さ560MPa以上)レ
ベル以上の高強度を有するものであり、その成分として
は、経済性の観点から特殊な成分元素を用いずに、一般
的な成分系であるC、Si、Mn、Vを含有し、鉄筋母
材及び溶接熱影響部の強度等の品質と溶接金属の品質を
確保するために、それらの含有量及び炭素当量、さらに
は、P及びSの含有量を以下のように規定するものであ
る。なお、以下に示される成分含有量及びC当量の%
は、質量%を意味する。
BEST MODE FOR CARRYING OUT THE INVENTION The high-strength rebar used in the submerged arc press welding method of the present invention has a high strength not lower than the level of SD390 rebar (yield point of 390 MPa or more, tensile strength of 560 MPa or more), and its components are as follows. Contains C, Si, Mn, and V, which are general component systems, without using special component elements from the viewpoint of economic efficiency. In order to ensure the quality of Pb, their contents and carbon equivalent, and further, the contents of P and S are defined as follows. In addition,% of the component content and C equivalent shown below.
Means mass%.

【0012】図3は、鉄筋母材の炭素当量とその降伏点
強度の関係を示す。図3に示すように鉄筋母材のC当量
により、鉄筋母材の強度を調整することができ、例え
ば、JIS規格でSD345鉄筋の降伏点強度11を得
るためには、C当量を0.5以上とし、またJIS規格
でSD390鉄筋の降伏点強度12を得るためには、
0.6以上とすることによって鉄筋母材の強度を確保で
きる。
FIG. 3 shows the relationship between the carbon equivalent of a reinforcing steel base material and its yield point strength. As shown in FIG. 3, the strength of the rebar base material can be adjusted by the C equivalent of the rebar base material. For example, in order to obtain the yield strength 11 of the SD345 rebar according to the JIS standard, the C equivalent must be 0.5. In order to obtain the yield strength 12 of the SD390 rebar according to JIS,
By setting it to 0.6 or more, the strength of the reinforcing steel base material can be secured.

【0013】ここで、本発明のC当量は、下式で定義す
る。 C当量(%)=[%C]+[%Si]/7+[%Mn]/5+
[%V]
Here, the C equivalent of the present invention is defined by the following equation. C equivalent (%) = [% C] + [% Si] / 7 + [% Mn] / 5 +
[% V]

【0014】本発明では、JIS規格でSD390鉄筋
の降伏点強度:390MPa以上の強度を得るために溶
接に使用する棒鋼のC当量を0.5以上に規定する必要
がある。
In the present invention, the C equivalent of the steel bar used for welding must be specified to be 0.5 or more in order to obtain the yield point strength of the SD390 rebar of 390 MPa or more in JIS standard.

【0015】また、本発明者らは、SD390鉄筋(降
伏点390MPa以上、引張り強さ560MPa以上)
レベル以上の高強度鉄筋をサブマージアークプレス溶接
法により溶接した際の溶接部について詳細な検討をした
結果、図2に示すように、溶接時に鉄筋が加熱溶融して
生成する溶接金属5の鉄筋端面および鋼板側のそれぞれ
から発生するデンドライト10の突き合わせ凝固部9に
微細な高温割れが生成し、この高温割れが鉄筋母材に含
有する不純物成分であるPとSの合計量に起因すること
が判った。
Further, the inventors of the present invention have developed SD390 rebar (yield point of 390 MPa or more, tensile strength of 560 MPa or more).
As a result of a detailed study of the welded portion when a high-strength rebar of a level or higher was welded by the submerged arc press welding method, as shown in FIG. 2, the rebar end face of the weld metal 5 produced by heating and melting the rebar during welding. It is found that fine hot cracks are generated in the butt solidified portion 9 of the dendrite 10 generated from each of the steel plate side and the hot cracks are caused by the total amount of the impurity components P and S contained in the reinforcing steel base material. Was.

【0016】図4は、図3に示すように鉄筋母材の強度
と良い相関性をもつC当量と、鉄筋母材中のPとSの合
計量との関係及び、それらの溶接試験片の引張り試験結
果を示す。図4に示すように鉄筋母材中のPとSの合計
量が0.03%を超える場合には、図2に示すような溶
接金属中央部に微細な高温割れが発生するため溶接金属
中央部から破断することが判った。また、C当量が0.
8%を超えるような高強度鉄筋では、高温割れに起因す
る溶接金属部での破断は発生しないが、鉄筋母材の溶接
熱影響部(HAZ)からの脆性破断が発生することが明
らかとなった。以上の知見から本発明は、ブマージアー
クプレス溶接後に溶接金属中央部に微細な高温割れが発
生し、溶接金属中央部から破断することを防止するため
にPとSの合計量を0.03%以下に規定する。
FIG. 4 shows the relationship between the C equivalent having a good correlation with the strength of the reinforcing steel base material and the total amount of P and S in the reinforcing steel base material as shown in FIG. The result of a tensile test is shown. When the total amount of P and S in the reinforcing steel base material exceeds 0.03% as shown in FIG. 4, fine hot cracks occur in the center of the weld metal as shown in FIG. It was found that the part broke. Further, when the C equivalent is 0.1.
With high-strength rebar exceeding 8%, fracture at the weld metal due to hot cracking does not occur, but brittle fracture from the weld heat-affected zone (HAZ) of the rebar base material occurs. Was. Based on the above findings, the present invention sets the total amount of P and S to 0.03% in order to prevent fine hot cracks from being generated in the central portion of the weld metal after the welding by the Boom-Age press and to prevent fracture from the central portion of the weld metal. % Or less.

【0017】また、本発明では、図3からSD390鉄
筋(降伏点390MPa以上)レベル以上の鉄筋強度を
得るために、鉄筋母材成分のC当量の下限を0.5%と
するが、図4に示す鉄筋母材の溶接熱影響部(HAZ)
からの脆性破断が発生させないようにC当量の上限を
0.8と規定する。
Further, in the present invention, the lower limit of the C equivalent of the reinforcing steel base material component is set to 0.5% in order to obtain a reinforcing steel strength not lower than the SD390 reinforcing bar (yield point: 390 MPa or more) level from FIG. Heat affected zone (HAZ) of reinforcing steel base metal shown in Fig.
The upper limit of the C equivalent is specified to be 0.8 so as not to cause brittle fracture from.

【0018】また、本発明の基本成分であるC、Si、
Mn、Vの限定理由は以下のとおりである。 C:Cは強度を向上させる成分であり、0.1%未満の
低C量では鉄筋の強度が不足し、0.3%超のC含有量
では溶接金属及び溶接熱影響部の靱性が劣化するととも
に高温割れが発生しやすくなる。よって本発明では、C
含有量を0.1%以上0.3%以下とする。溶接金属の
硬化及び高温割れの防止の観点からは、そのC含有量は
低い方が好ましい。
The basic components of the present invention, C, Si,
The reasons for limiting Mn and V are as follows. C: C is a component for improving the strength. At a low C content of less than 0.1%, the strength of the reinforcing bar is insufficient, and at a C content of more than 0.3%, the toughness of the weld metal and the weld heat affected zone deteriorates. At the same time, hot cracking is likely to occur. Therefore, in the present invention, C
The content is 0.1% or more and 0.3% or less. From the viewpoints of hardening of the weld metal and prevention of hot cracking, the C content is preferably as low as possible.

【0019】Si:Siは脱酸剤及び強化元素として添
加されるが、0.1%未満ではその効果が十分でなく、
一方多量のSiは鉄筋の圧接時の欠陥となる。よってそ
の含有量を0.1%以上0.4%以下とした。
Si: Si is added as a deoxidizing agent and a strengthening element, but if its content is less than 0.1%, its effect is not sufficient.
On the other hand, a large amount of Si becomes a defect at the time of pressure welding of the rebar. Therefore, the content is set to 0.1% or more and 0.4% or less.

【0020】Mn:Mnは鉄筋の強度を向上する有用な
元素であるが0.5%未満ではその効果が無く、2.0
%超の添加は溶接金属の硬化及びブローホールの発生を
助長するため、その含有量を0.5%以上2.0%以下
とした。
Mn: Mn is a useful element for improving the strength of a reinforcing bar, but if its content is less than 0.5%, it has no effect.
%, The hardening of the weld metal and the occurrence of blowholes are promoted, so the content is made 0.5% or more and 2.0% or less.

【0021】V:Vは鉄筋の強度を向上する有用な元素
であるが0.05%未満ではその効果が十分でなく、
0.3%超の添加は溶接金属の硬化を助長するため、そ
の含有量を0.05%以上0.3%以下とした。
V: V is a useful element for improving the strength of reinforcing steel, but if its content is less than 0.05%, its effect is not sufficient.
Since the addition of more than 0.3% promotes the hardening of the weld metal, its content is made 0.05% or more and 0.3% or less.

【0022】[0022]

【実施例】以下に実施例に基づいて本発明の効果を説明
する。鉄筋は、転炉で溶製した150mm角のスラブを
1150℃に加熱した後、熱間圧延し直径32mm(D
32)の異形棒鋼とした。実施例に用いた鉄筋の成分を
表1に示す。No.1及びはNo.2は、本発明例であ
り、各々SD345、SD390に相当し、すべての成
分が本発明範囲内である。また、 No.3〜No.5
は、比較例であり、No.3はSD390に相当し、S
i、V、P及びSの合計量が本発明範囲から外れた例、
No.4はC含有量及びC当量が本発明範囲より低い
例、No.5はC含有量及びC当量が本発明範囲より高
い例である。
EXAMPLES The effects of the present invention will be described below based on examples. The rebar was heated from a 150 mm square slab melted in a converter to 1150 ° C. and then hot rolled to a diameter of 32 mm (D
32). Table 1 shows the components of the rebar used in the examples. No. Nos. 1 and no. 2 is an example of the present invention, and corresponds to SD345 and SD390, respectively, and all components are within the scope of the present invention. In addition, no. 3-No. 5
Is a comparative example. 3 corresponds to SD390, and S
Examples in which the total amount of i, V, P and S is out of the range of the present invention;
No. No. 4 is an example in which the C content and C equivalent are lower than the range of the present invention. 5 is an example in which the C content and the C equivalent are higher than the range of the present invention.

【0023】[0023]

【表1】 [Table 1]

【0024】上記成分の鉄筋を用いて板厚22mm、S
M490材へのサブマージアークプレス溶接を行った。
溶接電流は1000Aで溶接時間は20秒とした。ま
た、溶接部の周囲を包囲する粉粒体フラックスは表2の
成分とした。表3に本発明例および比較例の溶接部の引
張り試験結果を示す。
A steel plate having a thickness of 22 mm and S
Submerged arc press welding to M490 material was performed.
The welding current was 1000 A and the welding time was 20 seconds. In addition, the powder flux surrounding the welded portion was the component shown in Table 2. Table 3 shows the results of the tensile tests of the welds of the present invention and comparative examples.

【0025】[0025]

【表2】 [Table 2]

【0026】[0026]

【表3】 [Table 3]

【0027】No.3の鉄筋は、強度は確保できている
が、特にP及びSの合計量が高いために溶接金属中央部
に高温割れが発生し、溶接金属部から破断した。No.
4の鉄筋は、溶接金属部からの破断はなかったが、C当
量が低いために強度不足している。No.5の鉄筋は、
C当量が高いために鉄筋母材の溶接熱影響部から破断し
てしまった。
No. Although the reinforcing bar of No. 3 was able to secure the strength, in particular, since the total amount of P and S was high, a hot crack was generated at the center of the weld metal, and it was broken from the weld metal. No.
The reinforcing steel of No. 4 did not break from the weld metal part, but had insufficient strength due to a low C equivalent. No. 5 rebars
Since the C equivalent was high, it was broken from the weld heat affected zone of the reinforcing steel base material.

【0028】一方、本発明の鉄筋は、SD345の規格
強度(降伏点345MPa、引張強さ490MPa)以
上ならびにSD390の規格強度(降伏点390MP
a、引張強さ560MPa)以上の強度を満足し、かつ
溶接金属の高温割れの発生を防止でき、鉄筋母材からの
破断であった。
On the other hand, the reinforcing steel of the present invention has a standard strength of SD345 (yield point of 345 MPa, tensile strength of 490 MPa) or more and a standard strength of SD390 (yield point of 390 MPa).
a, tensile strength of 560 MPa) or more was satisfied, and the occurrence of hot cracking of the weld metal was prevented, and the fracture occurred from the reinforcing steel base material.

【0029】以上から本発明により、サブマージアーク
プレス溶接時において、SD345の規格強度(降伏点
345MPa、引張強さ490MPa)以上の強度を維
持しつつ、溶接金属部の高温割れの発生がなく良好な品
質の溶接部を得ることができる。
As described above, according to the present invention, in the submerged arc press welding, while maintaining the strength equal to or higher than the standard strength of SD345 (yield point: 345 MPa, tensile strength: 490 MPa), there is no occurrence of high-temperature cracking of the welded metal part and good Quality welds can be obtained.

【0030】[0030]

【発明の効果】本発明によれば、サブマージアークプレ
ス溶接において、SD345の規格強度(降伏点345
MPa、引張強さ490MPa)以上の強度を確保しつ
つ、溶接金属部の高温割れの発生がなく良好な品質の溶
接部を得ることができるため、建材、土木分野の構造物
の高強度化及び鉄筋・溶接部の信頼性向上のニーズに充
分応えられるものである。
According to the present invention, in submerged arc press welding, the standard strength of SD345 (yield point 345) is used.
MPa, tensile strength of 490 MPa) or more, and it is possible to obtain a welded part of good quality without the occurrence of hot cracks in the welded metal part. It can sufficiently meet the needs for improving the reliability of reinforcing bars and welds.

【図面の簡単な説明】[Brief description of the drawings]

【図1】サブマージアークプレス溶接の概略を示す図FIG. 1 is a diagram showing an outline of submerged arc press welding

【図2】サブマージアークプレス溶接部の断面を示す図FIG. 2 is a view showing a cross section of a submerged arc press welded part.

【図3】鉄筋母材のC当量と降伏点強度の関係を示す図FIG. 3 is a diagram showing the relationship between the C equivalent of a reinforcing steel base material and the yield point strength.

【図4】C当量およびP、S量の異なる鉄筋における溶
接部の破断状況を示す図
FIG. 4 is a diagram showing a fracture state of a welded portion in reinforcing bars having different C equivalents and P and S amounts.

【符号の説明】[Explanation of symbols]

1 鉄筋 2 溶接アーク 3 粉粒体フラックス 4 フラックスホルダー 5 鉄筋が溶けることによって生成された溶融金属 6 鋼板 7 溶接電源 8 電源ケーブル 9 突き合わせ凝固部 10 デンドライトの成長方向 11 SD345材の規格降伏点 12 SD390材の規格降伏点 DESCRIPTION OF SYMBOLS 1 Rebar 2 Welding arc 3 Powder flux 4 Flux holder 5 Molten metal generated by melting of rebar 6 Steel plate 7 Welding power source 8 Power cable 9 Butt solidification part 10 Growth direction of dendrite 11 Standard yield point of SD345 material 12 SD390 Standard yield point of material

フロントページの続き (72)発明者 若林 正邦 千葉県富津市新富20−1 新日本製鐵株式 会社技術開発本部内 (72)発明者 寺崎 滋樹 東京都千代田区大手町2−6−3 新日本 製鐵株式会社内 (72)発明者 長門 隆重 北海道室蘭市仲町12番地 新日本製鐵株式 会社室蘭製鐵所内 Fターム(参考) 4E001 AA03 BB05 BB12 CC04 EA10Continued on the front page (72) Inventor Masakuni Wakabayashi 20-1 Shintomi, Futtsu-shi, Chiba Nippon Steel Corporation Technology Development Division (72) Inventor Shigeki Terasaki 2-6-3 Otemachi, Chiyoda-ku, Tokyo New Japan Inside (72) Inventor Takashige Nagato 12 Nakamachi, Muroran-shi, Hokkaido F-term in Muroran Works, Nippon Steel Corporation (Reference) 4E001 AA03 BB05 BB12 CC04 EA10

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 棒鋼の端部と被溶接材間の溶接ギャップ
の周りを粉粒体フラックスで包囲した状態で、通電によ
り棒鋼端部から被溶接材へ発生するアークによって棒鋼
端部を加熱溶融して被溶接材の表面上に所定量の溶融池
を生成させた後、棒鋼端部を溶融池に押し込んで溶接す
るサブマージアークプレス溶接方法において、前記棒鋼
の成分として、質量%で、 C:0.1〜0.3%、 Si:0.1〜0.4%、 Mn:0.5〜2.0%、 V:0.05〜0.3% を含有し、残部がFe及び不可避不純物からなり、か
つ、P及びSの合計量を0.03%以下に規制するとと
もに、下記の式のC当量が0.5〜0.8を満足するこ
とを特徴とする溶接部品質に優れた高強度鉄筋のサブマ
ージアークプレス溶接方法。 C当量(%)=[%C]+[%Si]/7+[%Mn]/5+
[%V]
An arc generated from the end of a steel bar to a material to be welded by energization while the periphery of a welding gap between the end of the steel bar and the material to be welded is surrounded by a particulate flux, and the end of the steel bar is heated and melted. After a predetermined amount of molten pool is formed on the surface of the material to be welded, the bar steel end is pushed into the molten pool and welded by a submerged arc press welding method. 0.1-0.3%, Si: 0.1-0.4%, Mn: 0.5-2.0%, V: 0.05-0.3%, the balance being Fe and inevitable Excellent in weld quality characterized by being composed of impurities and controlling the total amount of P and S to 0.03% or less, and satisfying the following equation, C equivalent of 0.5 to 0.8. Arc press welding method for high strength rebar. C equivalent (%) = [% C] + [% Si] / 7 + [% Mn] / 5 +
[% V]
【請求項2】 前記棒鋼の降伏点強さが390MPa以
上、引張り強さが560MPa以上であることを特徴と
する請求項1に記載の溶接部品質に優れた高強度鉄筋の
サブマージアークプレス溶接方法。
2. The method according to claim 1, wherein the bar has a yield point strength of 390 MPa or more and a tensile strength of 560 MPa or more. .
JP2000132134A 2000-05-01 2000-05-01 Submerged arc press welding method for high strength rebar with excellent weld quality Expired - Fee Related JP3940249B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2000132134A JP3940249B2 (en) 2000-05-01 2000-05-01 Submerged arc press welding method for high strength rebar with excellent weld quality

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2000132134A JP3940249B2 (en) 2000-05-01 2000-05-01 Submerged arc press welding method for high strength rebar with excellent weld quality

Publications (2)

Publication Number Publication Date
JP2001314970A true JP2001314970A (en) 2001-11-13
JP3940249B2 JP3940249B2 (en) 2007-07-04

Family

ID=18640896

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2000132134A Expired - Fee Related JP3940249B2 (en) 2000-05-01 2000-05-01 Submerged arc press welding method for high strength rebar with excellent weld quality

Country Status (1)

Country Link
JP (1) JP3940249B2 (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2014009367A (en) * 2012-06-28 2014-01-20 Kyoei Steel Ltd Bar steel for reinforcement used for stud welding
RU2508971C1 (en) * 2012-09-24 2014-03-10 Общество с ограниченной ответственностью "Конструкторское бюро сварочных технологий и оборудования" (ООО "КБ СТиО") Hidden arc welding of embedded parts
CN105689861A (en) * 2014-11-26 2016-06-22 中国核工业二四建设有限公司 Welding gun for steel bar submerged-arc stud welding
CN106011661A (en) * 2016-06-07 2016-10-12 河北钢铁股份有限公司承德分公司 Korea-standard SD600 hot rolled ribbed steel bar and production method
CN111455262A (en) * 2020-01-11 2020-07-28 武钢集团昆明钢铁股份有限公司 Ultrafine-grain high-toughness 600 MPa-level anti-seismic reinforcing steel bar and preparation method thereof

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2014009367A (en) * 2012-06-28 2014-01-20 Kyoei Steel Ltd Bar steel for reinforcement used for stud welding
RU2508971C1 (en) * 2012-09-24 2014-03-10 Общество с ограниченной ответственностью "Конструкторское бюро сварочных технологий и оборудования" (ООО "КБ СТиО") Hidden arc welding of embedded parts
CN105689861A (en) * 2014-11-26 2016-06-22 中国核工业二四建设有限公司 Welding gun for steel bar submerged-arc stud welding
CN106011661A (en) * 2016-06-07 2016-10-12 河北钢铁股份有限公司承德分公司 Korea-standard SD600 hot rolled ribbed steel bar and production method
CN111455262A (en) * 2020-01-11 2020-07-28 武钢集团昆明钢铁股份有限公司 Ultrafine-grain high-toughness 600 MPa-level anti-seismic reinforcing steel bar and preparation method thereof
CN111455262B (en) * 2020-01-11 2021-06-01 武钢集团昆明钢铁股份有限公司 Ultrafine-grain high-toughness 600 MPa-level anti-seismic reinforcing steel bar and preparation method thereof

Also Published As

Publication number Publication date
JP3940249B2 (en) 2007-07-04

Similar Documents

Publication Publication Date Title
JP6435122B2 (en) Thick steel plate for cold-pressed square steel pipe, cold-pressed square steel pipe, and welding method
JP5104037B2 (en) Fillet welding method and fillet welded joint
JP4427416B2 (en) Large heat input submerged arc welding method with excellent weld metal toughness.
JP5375632B2 (en) Welding wire for electroslag welding with metal powder
JP2001314970A (en) Sub-merged arc press welding method for high strength reinforcing bar having excellent weld portion quality
JP2007107055A (en) Welded joint for fireproof construction having excellent high temperature strength and toughness
JP5218312B2 (en) 1-pass high heat input welded joint for fireproof structure with excellent high temperature characteristics and toughness, and its manufacturing method
JP3759474B2 (en) Large heat input submerged arc welding method
JP3551140B2 (en) Gas shielded arc welding wire
JP2002239722A (en) Lap fillet welding method for steel sheet excellent in fatigue strength of weld zone
JP4516702B2 (en) High toughness low temperature transformation flux cored wire
JP5439898B2 (en) High tensile steel plate with excellent resistance spot weldability
JP4264298B2 (en) Large section flash butt welded structure with high toughness in the weld zone
JP4464859B2 (en) Large heat input welded joint using low yield ratio steel sheet and welding method
JP2004195529A (en) Large heat input submerged-arc welding method
JP3934863B2 (en) High heat input electroslag welding wire with excellent weld metal toughness
JP4701619B2 (en) Large heat input electroslag welding method
JP2005271032A (en) Flux cored wire for electroslag welding
JP4264299B2 (en) High strength steel for flash butt welding with excellent weld toughness and its welded structure
JP2692312B2 (en) Cr-Mo-Nb steel for steel building structures
JPH05105983A (en) Production of steel for welding structure excellent in toughness in weld zone
JPH0966374A (en) Electroslag welding method for high tension steel
JP2003094180A (en) Treatment method for pile head of steel pipe pile
JP2714471B2 (en) Enclosed arc welding method
JP2672171B2 (en) Enclosed arc welding method

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20040901

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20060814

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20060822

A521 Written amendment

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20061020

RD03 Notification of appointment of power of attorney

Free format text: JAPANESE INTERMEDIATE CODE: A7423

Effective date: 20061020

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20070327

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20070330

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20110406

Year of fee payment: 4

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20120406

Year of fee payment: 5

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20130406

Year of fee payment: 6

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20130406

Year of fee payment: 6

S531 Written request for registration of change of domicile

Free format text: JAPANESE INTERMEDIATE CODE: R313531

R350 Written notification of registration of transfer

Free format text: JAPANESE INTERMEDIATE CODE: R350

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20130406

Year of fee payment: 6

S533 Written request for registration of change of name

Free format text: JAPANESE INTERMEDIATE CODE: R313533

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20130406

Year of fee payment: 6

R350 Written notification of registration of transfer

Free format text: JAPANESE INTERMEDIATE CODE: R350

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20140406

Year of fee payment: 7

LAPS Cancellation because of no payment of annual fees