Deprecated: The each() function is deprecated. This message will be suppressed on further calls in /home/zhenxiangba/zhenxiangba.com/public_html/phproxy-improved-master/index.php on line 456
JPS6116555B2 - - Google Patents
[go: Go Back, main page]

JPS6116555B2 - - Google Patents

Info

Publication number
JPS6116555B2
JPS6116555B2 JP20286283A JP20286283A JPS6116555B2 JP S6116555 B2 JPS6116555 B2 JP S6116555B2 JP 20286283 A JP20286283 A JP 20286283A JP 20286283 A JP20286283 A JP 20286283A JP S6116555 B2 JPS6116555 B2 JP S6116555B2
Authority
JP
Japan
Prior art keywords
welding
rib plate
auxiliary materials
section
groove
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
JP20286283A
Other languages
Japanese (ja)
Other versions
JPS6096373A (en
Inventor
Katsuhiko Tada
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.)
Kawada Industries Inc
Original Assignee
Kawada Industries Inc
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 Kawada Industries Inc filed Critical Kawada Industries Inc
Priority to JP20286283A priority Critical patent/JPS6096373A/en
Publication of JPS6096373A publication Critical patent/JPS6096373A/en
Publication of JPS6116555B2 publication Critical patent/JPS6116555B2/ja
Granted legal-status Critical Current

Links

Classifications

    • BPERFORMING OPERATIONS; TRANSPORTING
    • B23MACHINE TOOLS; METAL-WORKING NOT OTHERWISE PROVIDED FOR
    • B23KSOLDERING OR UNSOLDERING; WELDING; CLADDING OR PLATING BY SOLDERING OR WELDING; CUTTING BY APPLYING HEAT LOCALLY, e.g. FLAME CUTTING; WORKING BY LASER BEAM
    • B23K9/00Arc welding or cutting
    • B23K9/0026Arc welding or cutting specially adapted for particular articles or work

Landscapes

  • Engineering & Computer Science (AREA)
  • Physics & Mathematics (AREA)
  • Plasma & Fusion (AREA)
  • Mechanical Engineering (AREA)
  • Butt Welding And Welding Of Specific Article (AREA)

Description

【発明の詳細な説明】 本発明は各種構造物における柱部材のような閉
断面ボツクス構造部材内に、リブプレート或いは
ダイヤフラムなどの補強部材を溶接するための工
法に関するものである。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a method for welding reinforcing members such as rib plates or diaphragms into closed cross-section box structural members such as column members in various structures.

例えば箱形断面の柱部材に梁部材を接合する場
合に、柱の梁接合部分における力学的性能を高め
ることを目的として柱部材としての箱形断面部材
内にリブプレートのような補強部材を溶接するこ
とが従来から知られている。またこの場合におけ
るリブプレートを周囲が閉じられた箱形断面部材
内に溶接するための方法としては、箱形断面部材
の内側面と接するリブプレートの一辺或いは二辺
に溶接溝を設けてこの溶接溝内にエレクトロスラ
グ溶接法などの手段により溶接するような工法が
知られている(特公昭45−20368号・特公昭51−
15497号)。
For example, when joining a beam member to a column member with a box-shaped cross section, a reinforcing member such as a rib plate is welded into the box-shaped cross-section member as a column member in order to improve the mechanical performance of the column-beam joint. It has been known for a long time to. In this case, a method for welding a rib plate into a box-shaped cross-sectional member whose periphery is closed is to provide a welding groove on one or two sides of the rib plate that is in contact with the inner surface of the box-shaped cross-sectional member. A method of welding in the groove by means such as electroslag welding is known (Special Publication No. 45-20368, Special Publication No. 51-
No. 15497).

これらの溶接工法は第1図に示すように、リブ
プレート1における一辺の両側に予め一対の補助
材2を溶接しておき、この両補助材2の先端を閉
断面を形成する外周部材3の内面に接触させた状
態で、両補助材2間に形成される溶接溝4内に溶
接棒5を挿入してエレクトロスラグ溶接を行う。
As shown in Fig. 1, these welding methods involve welding a pair of auxiliary materials 2 to both sides of one side of a rib plate 1 in advance, and then welding the tips of both auxiliary materials 2 to an outer circumferential member 3 that forms a closed cross section. Electroslag welding is performed by inserting the welding rod 5 into the welding groove 4 formed between both auxiliary materials 2 while in contact with the inner surface.

ところでこのように閉断面ボツクス構造部材の
内部に溶接部を有する構造においては、その溶接
部の状態が構状部材の外部からは見えないため、
溶接後においてはたして全ての溶接ラインにおけ
る溶着金属の溶込みが均一に行はれたか否かが不
明であるという問題点を有している。
By the way, in a structure having a welded part inside a closed cross-section box structural member, the condition of the welded part cannot be seen from the outside of the structural member.
The problem is that after welding, it is unclear whether or not the deposited metal has penetrated uniformly in all welding lines.

例えば第2図aに示すように好ましい形のエレ
クトロスラグ溶接では、両補助材2の間の溶接溝
4内において溶接棒5は溶接溝4の中心部Pを中
心にして溶接溝4内に対し同心円R1で示すよう
に平均して溶融されるが、同図bのようにリブプ
レート1の肉厚hが22mm以上の大きな板厚である
場合には溶接溝4の幅Hが大きくなつて溶接溝4
内に対する溶接棒の溶融が平均的に行はれず、そ
の結果溶接溝4のコーナーに溶着金属7の接溶込
不足部6が生じてしまうという結果となる。
For example, in a preferred form of electroslag welding as shown in FIG. As shown by the concentric circle R1, melting occurs on average, but if the rib plate 1 has a large wall thickness h of 22 mm or more as shown in Figure b, the width H of the welding groove 4 increases and welding Groove 4
The welding rod does not melt evenly within the welding groove, and as a result, insufficient welding of the weld metal 7 occurs at the corners of the welding groove 4.

また第2図aに示すような好ましい形の溶接の
場合であつても、従来の溶接溝4のように両補助
材2の先端と外周部材3との接点が直角状隅角部
となつている場合では、溶接時において例えばク
レーンなどの比較的大きな電流の負荷を生ずる工
場内装置が作動したなどの理由で一時的に溶接電
流に変動が生じた際、溶着金属7の溶込みが部分
的に適切な同心円R1よりも小さい円R2の状態
となり、前記の直角状隅角部に溶込不足部6が生
じてしまうことがある。勿論このような状態は溶
接作業が連続している過程で発生し、外部からは
その状態を確認することができないのでその部分
は溶接不良部のまま見過ごされてしまうという問
題点がある。
Furthermore, even in the case of welding in a preferable form as shown in FIG. In some cases, when there is a temporary fluctuation in the welding current during welding, for example due to the activation of equipment in the factory that generates a relatively large current load, such as a crane, the weld metal 7 may partially penetrate. The circle R2 may be smaller than the appropriate concentric circle R1, and an insufficient penetration portion 6 may occur at the right-angled corner portion. Of course, such a condition occurs during a continuous process of welding work, and since the condition cannot be confirmed from the outside, there is a problem in that the portion is overlooked as a welding defect.

本発明は上記のような閉断面ボツクス構造部材
に対してリブプレートをエレクトロスラグ溶接法
により溶接する場合の問題点を解消し得る適切な
溶接工法の提供を目的としたものであり、リブプ
レートなどの内部構成材の一辺両側にその内面に
窪みを設けた一対の溶接溝形成補助材を対向させ
て予じめ溶着することによつて溶接溝の内周を直
角状の隅角部が無いような状態とし、溶接溝内に
おいて溶接棒を溶融した際に溶着金属が溶接溝の
内周面に対し均等に溶着して溶込不足部が生ずる
ことのないようにしたことを特徴とするものであ
る。
The present invention aims to provide an appropriate welding method that can solve the problems when welding rib plates to closed-section box structural members as described above by electroslag welding. By welding a pair of welding groove forming auxiliary materials facing each other on both sides of one side of the internal component material, which have depressions on their inner surfaces, weld the inner circumference of the welding groove so that there are no right-angled corners. When the welding rod is melted in the welding groove, the weld metal is evenly deposited on the inner circumferential surface of the welding groove to prevent insufficient penetration from occurring. be.

次に本発明を第3図以下に示す実施例により説
明すれば、第3図において10はリブプレート、
13A,13B,13C,13Dは閉断面ボツク
ス構造を形成する外周部材である。これらの外周
部材からなる閉断面ボツクス構造部材内にリブプ
レート10を溶接する場合の方法としては、例え
ばリブプレート10の三辺を予め開放断面状態に
ある三方の外周部材13A,13B,13Cの内
側面に溶接18しておき、最後に一方の外周部材
13Dにより開放断面を閉じるようにして、この
外周部材13Dとリブプレート10の一辺とをエ
レクトロスラグ溶接法により溶接する。このリブ
プレート10におけるエレクトロスラグ溶接が行
はれる一辺11の両端には、溶接溝14を設ける
ための一対の溶接溝形成用補助材12が予め溶着
されている。第4図に示すように本発明における
両補助材12は、リブプレート10の一辺に溶着
された状態において相対向する内面に夫々予め窪
み19を設けておき、両補助材12の先端が前記
外周部材13Dの内面に接触した状態において、
両部材の接合部に直角よりも大きい角度をもつた
広角断面形隅部20が形成されるようになつてい
る。
Next, the present invention will be explained with reference to the embodiments shown in FIG. 3 and below. In FIG. 3, 10 is a rib plate;
13A, 13B, 13C, and 13D are outer circumferential members forming a closed cross-section box structure. As a method for welding the rib plate 10 into a closed cross-section box structural member made of these outer circumferential members, for example, three sides of the rib plate 10 are welded to the inside of the three outer circumferential members 13A, 13B, and 13C which are in an open cross-section state. Welding 18 is performed on the side surface, and finally, the open cross section is closed by one outer peripheral member 13D, and this outer peripheral member 13D and one side of the rib plate 10 are welded by electroslag welding. A pair of welding groove forming auxiliary materials 12 for forming welding grooves 14 are welded in advance to both ends of one side 11 of the rib plate 10 on which electroslag welding is performed. As shown in FIG. 4, both auxiliary materials 12 in the present invention are welded to one side of the rib plate 10, and a depression 19 is provided in advance on their opposing inner surfaces, so that the tips of both auxiliary materials 12 are attached to the outer periphery. In the state of contacting the inner surface of member 13D,
A corner 20 having a wide cross section having an angle larger than a right angle is formed at the joint between the two members.

この両補助材12における窪み19は、両補助
材12と外周部材13Dとリブプレート10との
各部材の間に形成される溶接溝14の内周に該溝
の中心点Pを中心として点線で示す同心円Rが形
成されるような曲線をもつものであることが好ま
しい。
A depression 19 in both auxiliary materials 12 is formed on the inner periphery of a welding groove 14 formed between both auxiliary materials 12, the outer peripheral member 13D, and the rib plate 10, as indicated by a dotted line centered on the center point P of the groove. It is preferable that the curved line forms the concentric circles R shown in FIG.

溶接溝14の内部における溶着金属の溶融状態
を考慮して、溶接溝14の内周に両補助材12の
窪み19によつて前記のような同心円Rが形成さ
れるようにするという意味からすれば、第5図に
示すように両補助材12の内面のみならず、外周
部材13Dの溶接溝14を形成する部分内面にも
前記の窪み19と連接して同心円Rを形成し得る
ような同様の窪み21を設けるようにしておくこ
とが更に好ましい。
Considering the molten state of the deposited metal inside the welding groove 14, this is because the above-mentioned concentric circle R is formed on the inner circumference of the welding groove 14 by the depressions 19 of both auxiliary materials 12. For example, as shown in FIG. 5, not only the inner surfaces of both auxiliary members 12 but also the inner surface of the part of the outer circumferential member 13D where the welding groove 14 is formed can be connected to the recess 19 to form a concentric circle R. It is more preferable to provide a recess 21.

同様の意味からすれば、外周部材の窪み21の
対向位置にあるリブプレート10の端面10aに
も同様の窪みを設けるようにすることが好ましい
と言えるが、リブプレート10の端面両側におけ
る両補助材12との隅部は、予め開放状態で行え
る隅肉溶接部22が設けられるので、この隅肉溶
接部22が前記の広角断面形隅部20と同様の形
状的役割を果すことができる。即ち両補助材12
をリブプレート10に溶着するに際して、予めリ
ブプレート10の端面10aの位置が補助材の窪
み19の下端19aよりも若干下方にあるような
形として前記の隅肉溶接部22を設けるようにす
れば、この隅肉溶接部22の上面からリブプレー
ト10の端面10a中央部にかけての面が実質的
に前記の窪み21と同様の形となり、あえてリブ
プレート10の端面10aに予め窪みを設けてお
く手間を省略することができる。
From the same point of view, it can be said that it is preferable to provide a similar recess on the end surface 10a of the rib plate 10 at a position opposite to the recess 21 of the outer peripheral member. Since the corner with 12 is provided with a fillet weld 22 which can be performed in an open state in advance, this fillet weld 22 can play the same shape role as the wide-angle cross-sectional corner 20 described above. That is, both auxiliary materials 12
When welding the rib plate 10 to the rib plate 10, the fillet weld 22 is provided in advance so that the end surface 10a of the rib plate 10 is located slightly below the lower end 19a of the recess 19 of the auxiliary material. , the surface from the top surface of this fillet weld 22 to the center of the end surface 10a of the rib plate 10 has a substantially similar shape to the recess 21, which eliminates the trouble of intentionally providing the recess in the end surface 10a of the rib plate 10 in advance. can be omitted.

上記のような内部断面形状とした溶接溝14内
に対する溶接は、第3図に示すように汎用のエレ
クトロスラグ溶接法と同様の方法で外周部材13
Dの一辺における溶接溝14の上端部分に開設さ
れた挿入孔(図示せず)より溶接溝14内に溶接
棒15を挿入して該溶接棒15に通電することに
より行う。
Welding within the welding groove 14 having the internal cross-sectional shape as described above is performed using a method similar to the general-purpose electroslag welding method, as shown in FIG.
This is carried out by inserting the welding rod 15 into the welding groove 14 through an insertion hole (not shown) formed in the upper end portion of the welding groove 14 on one side of D and energizing the welding rod 15.

本発明においては、以上のように溶接溝14を
形成する両補助材12の相対向する内側面に夫々
窪み19を設けることによつて、両補助材12と
外周部材13Dとの接合部分に直角よりも角度の
大きい広角断面形隅部20が形成されるようにし
たので、溶着金属17が溶接溝14内に対して該
溝の中心部Pから同心円状に溶出する際に溶接溝
14内周面に均一に溶込み、もしも溶接の進行中
に溶接電流の変動による溶接入熱の不均衡が生じ
た場合でも溶着金属17の広角断面形隅部20へ
の溶込みが円滑に行はれ、第2図bに示した従来
のこの種の溶接法におけるような隅部の溶込不足
6を確実に解消することができ。従つて本発明の
溶接工法によれば、エレクトロスラグ溶接或はエ
レクトロガス溶接に際して溶着金属17の溶接溝
14内周面への溶込みを均一化して溶込不足部の
ない適切な閉断面ボツクス構造におけるリブプレ
ートの溶接が行えるという効果を有する。
In the present invention, by providing the recesses 19 on the opposing inner surfaces of both the auxiliary materials 12 that form the welding groove 14 as described above, the recesses 19 are formed at right angles to the joint portion between the auxiliary materials 12 and the outer circumferential member 13D. Since the corner portion 20 having a wide angle cross section with a larger angle than Even if an imbalance in welding heat input occurs due to fluctuations in welding current during welding, the weld metal 17 can penetrate smoothly into the wide-angle cross-sectional corner 20. It is possible to reliably eliminate the insufficient penetration 6 at the corners, which occurs in the conventional welding method of this type shown in FIG. 2b. Therefore, according to the welding method of the present invention, the penetration of the deposited metal 17 into the inner circumferential surface of the welding groove 14 is made uniform during electroslag welding or electrogas welding, and an appropriate closed-section box structure without insufficient penetration is achieved. This has the effect that rib plate welding can be performed in.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図は従来における閉断面ボツクス構造にお
けるリブプレート溶接法の部材構成を示す一部切
欠斜視図、第2図のa及びbはいずれも従来のリ
ブプレート溶接法における溶接溝の形状を示す部
分断面図、第3図は本発明における閉断面ボツク
ス構造におけるリブプレート溶接法の部材構成を
示す一部切欠斜視図、第4図は本発明のリブプレ
ート溶接法における溶接溝の形状の一例を示す部
分断面図、第5図は同じく本発明の工法における
溶接溝の形状の別の実施例を示す部分断面図であ
る。図において、 10:リブプレート、12:補助材、13A,
13B,13C,13D:外周部材、14:溶接
溝、15:溶接棒、17:溶着金属、19,2
1:窪み、20:広角断面形隅部、22:隅肉溶
接部。
Fig. 1 is a partially cutaway perspective view showing the component structure of the conventional rib plate welding method in a closed section box structure, and Fig. 2 a and b both show the shape of the weld groove in the conventional rib plate welding method. A cross-sectional view, FIG. 3 is a partially cutaway perspective view showing the component configuration of the rib plate welding method in a closed section box structure of the present invention, and FIG. 4 shows an example of the shape of a welding groove in the rib plate welding method of the present invention. FIG. 5 is a partial sectional view showing another embodiment of the shape of the weld groove in the construction method of the present invention. In the figure, 10: rib plate, 12: auxiliary material, 13A,
13B, 13C, 13D: Outer peripheral member, 14: Welding groove, 15: Welding rod, 17: Weld metal, 19, 2
1: recess, 20: wide-angle cross-sectional corner, 22: fillet weld.

Claims (1)

【特許請求の範囲】 1 閉断面ボツクス構造部材の内部に装着される
リブプレート或いはダイヤフラムなどの内部構成
材をボツクス構造部材としての外周部材に溶接合
する工法において、内部構成材の一辺両側にその
内面に窪みを設けた一対の溶接溝形成補助材を対
向させて予じめ溶着すると共にこれらの補助材間
に形成される溶接溝内における両補助材先端と外
周部材内面との接合部を直角よりも大きい広角断
面隅角部として形成し、このように形成された溶
接溝内をエレクトロスラグ溶接またはエレクトロ
ガス溶接などにより溶接することを特徴とする閉
断面ボツクス構造のリブプレート溶接工法。 2 一対の補助材先端と接合されて溶接溝を閉じ
る外周部材の溶接溝形成部内面に両補助材の窪み
と連設する窪みを設けて、断面を略円形とした溶
接溝内に溶接を行うことからなる特許請求の範囲
第1項記載の閉断面ボツクス構造のリブプレート
溶接工法。
[Scope of Claims] 1. In a method of welding an internal component such as a rib plate or diaphragm installed inside a closed cross-section box structural member to an outer peripheral member as a box structural member, the internal component is A pair of welding groove forming auxiliary materials with depressions on the inner surface are welded in advance while facing each other, and the joint between the tips of both auxiliary materials and the inner surface of the outer peripheral member in the welding groove formed between these auxiliary materials is made at right angles. A method of welding a rib plate with a closed cross-section box structure, characterized in that the rib plate is formed as a wide-angle cross-section corner larger than the square cross-section, and the inside of the weld groove thus formed is welded by electroslag welding or electrogas welding. 2 A recess connected to the recesses of both auxiliary materials is provided on the inner surface of the welding groove forming part of the outer peripheral member that is joined to the tips of the pair of auxiliary materials to close the welding groove, and welding is performed in the welding groove having a substantially circular cross section. A rib plate welding method for a closed cross-section box structure according to claim 1, comprising:
JP20286283A 1983-10-31 1983-10-31 Rib plate welding method for closed section box structure Granted JPS6096373A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP20286283A JPS6096373A (en) 1983-10-31 1983-10-31 Rib plate welding method for closed section box structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP20286283A JPS6096373A (en) 1983-10-31 1983-10-31 Rib plate welding method for closed section box structure

Publications (2)

Publication Number Publication Date
JPS6096373A JPS6096373A (en) 1985-05-29
JPS6116555B2 true JPS6116555B2 (en) 1986-05-01

Family

ID=16464423

Family Applications (1)

Application Number Title Priority Date Filing Date
JP20286283A Granted JPS6096373A (en) 1983-10-31 1983-10-31 Rib plate welding method for closed section box structure

Country Status (1)

Country Link
JP (1) JPS6096373A (en)

Also Published As

Publication number Publication date
JPS6096373A (en) 1985-05-29

Similar Documents

Publication Publication Date Title
JP3858363B2 (en) Thick plate joining method
JPS6116555B2 (en)
JP2604511B2 (en) How to join columns and beams
JPS6210756B2 (en)
JPS63203286A (en) Penetration welding method for T-joints
JP7005016B2 (en) End tab
JP3246285B2 (en) Method of forming inner diaphragm of rectangular steel pipe member
JP3079798B2 (en) Beam welding method
JPH09273222A (en) Joint construction method by site welding of beam of box section and joint structure of beam of box section
JP2825437B2 (en) Welded joint structure of girder material
JPH0515431Y2 (en)
JPH04285230A (en) Column-beam joint part joining method
JPS62238072A (en) Welding method for panel material
JPH0910992A (en) Method for joining h-shape steel beam with steel column and electric conductor used therefor
JP3033222B2 (en) Method for forming inner diaphragm of rectangular steel pipe member
JPH0675794B2 (en) T-type fitting
JPH077039Y2 (en) Welded backing metal used for welding and joining H-section steel
JPH07103634B2 (en) Box structural member with tilted diaphragm
JPH0910930A (en) Joining method for welding wide flange steel beam to steel column, and conductor used in the joining method
JP3529360B2 (en) Steel pipe column
JP3356128B2 (en) Diaphragm
JPH07110414B2 (en) Welding method
JPH0211279A (en) Manufacture of square steel pipe by electron beam welding
JPH1110392A (en) Backing metal for columnar material and method for joining columnar material and the other member
JPS6325036Y2 (en)