JPH04118291U - Backing metal for welding and welded joint structure of steel frame using it - Google Patents
Backing metal for welding and welded joint structure of steel frame using itInfo
- Publication number
- JPH04118291U JPH04118291U JP2522191U JP2522191U JPH04118291U JP H04118291 U JPH04118291 U JP H04118291U JP 2522191 U JP2522191 U JP 2522191U JP 2522191 U JP2522191 U JP 2522191U JP H04118291 U JPH04118291 U JP H04118291U
- Authority
- JP
- Japan
- Prior art keywords
- backing metal
- flange
- welding
- steel material
- web
- 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
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 52
- 239000010959 steel Substances 0.000 title claims abstract description 52
- 239000002184 metal Substances 0.000 title claims abstract description 37
- 229910052751 metal Inorganic materials 0.000 title claims abstract description 37
- 238000003466 welding Methods 0.000 title claims description 22
- 239000000463 material Substances 0.000 claims abstract description 31
- 238000010276 construction Methods 0.000 abstract description 9
- 235000020637 scallop Nutrition 0.000 abstract description 7
- 241000237509 Patinopecten sp. Species 0.000 abstract description 6
- 238000005336 cracking Methods 0.000 abstract 1
- 238000010586 diagram Methods 0.000 description 7
- 230000000694 effects Effects 0.000 description 3
- 230000007547 defect Effects 0.000 description 2
- 241000237503 Pectinidae Species 0.000 description 1
- 230000001154 acute effect Effects 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 150000002739 metals Chemical class 0.000 description 1
Landscapes
- Butt Welding And Welding Of Specific Article (AREA)
Abstract
(57)【要約】
【目的】ノンスカラップ工法における長所を生かしなが
ら、クラックが発生しないようにして柱鋼材と梁鋼材と
の接続部分などの突き当て接続部分の溶接が確実に行わ
れるようにする。
【構成】柱鋼材1のフランジ10の外面に、梁のH形鋼
材2のウエブ20の端部を溶接する。また前記梁鋼材2
のフランジ21の端部それぞれは、裏面側に裏当て金4
が配置され、この裏当て金4の丸く設けられた端部40
が、梁鋼材2のフランジ21からウエブ20に亘る隅部
に対応する。そして前記梁鋼材2のフランジ21の端部
それぞれが、前記裏当て金4を介して柱鋼材1のフラン
ジ10の外面に溶接する。
(57) [Summary] [Purpose] To ensure that butt joints such as the joints between column steel and beam steel are welded reliably without cracking while taking advantage of the advantages of the non-scallop construction method. [Structure] The end of the web 20 of the H-beam steel 2 is welded to the outer surface of the flange 10 of the steel column 1. In addition, the beam steel material 2
Each end of the flange 21 has a backing metal 4 on the back side.
is arranged, and the rounded end 40 of this backing metal 4
corresponds to the corner extending from the flange 21 of the beam steel material 2 to the web 20. Each end of the flange 21 of the beam steel material 2 is welded to the outer surface of the flange 10 of the column steel material 1 via the backing metal 4.
Description
【0001】0001
本考案は、建築鉄骨材の梁端部などにおける溶接接続部分で用いる裏当て金と 、その溶接接続部の構造に関するものである。 This invention is a backing metal used in welded joints such as at the ends of beams of construction steel frames. , regarding the structure of the welded connection.
【0002】0002
従来、図7に示すように、H形鋼材からなる柱鋼材1と梁鋼材2との接続部分 では、梁鋼材2のウエブ20の上下にスカラップと称される切り欠き3を設けて いる。これは梁鋼材2のフランジ21の端部を柱鋼材1のフランジ10に溶接す る際、溶接欠陥が生じないように(溶接線が交差しないように)して溶接線が前 記フランジ21の幅方向に全幅で渡すために裏当て金4を通す目的で形成されて いる。 Conventionally, as shown in FIG. Now, cutouts 3 called scallops are provided at the top and bottom of the web 20 of the steel beam 2. There is. This involves welding the end of the flange 21 of the beam steel material 2 to the flange 10 of the column steel material 1. When welding, ensure that weld lines are in front to avoid weld defects (do not cross weld lines). It is formed for the purpose of passing the backing metal 4 through the entire width in the width direction of the flange 21. There is.
【0003】 また上記切り欠きを形成するものでは、ウエブ(梁鋼材)の断面欠損を生じさ せて梁の耐力、変形能力を低下させることになることから、この点を改善するた めに図8に示すように前記ウエブ20に切り欠きを設けないノンスカラップ工法 と称させるものがある。これは図9から図11に示すように、フランジ21の端 部それぞれの裏面に、平板を切断した裏当て金4を配しウエブ20を挟み込むよ うにして位置させている。そしてフランジ21の幅方向に全幅で溶接が行われる 。なお図中5は溶接ビートを示す。0003 In addition, with the above-mentioned notch, the cross section of the web (steel beam) may be damaged. In order to improve this point, the strength and deformation capacity of the beam will be reduced. For this reason, as shown in FIG. There is something called. This is the end of the flange 21, as shown in FIGS. 9 to 11. A backing metal 4 cut from a flat plate is arranged on the back side of each part so as to sandwich the web 20. It is positioned like this. Welding is then performed across the entire width of the flange 21 in the width direction. . Note that 5 in the figure indicates a welding beat.
【0004】0004
しかしながら、ノンスカラップ工法において、上述したように単に平板として 切断された裏当て金を当てがっていることから、図12に示すように、ウエブ2 0と裏当て金4との隙間6に対応する溶接ビート5にクラック(ビート割れ)a が入り、これが溶接欠損として残るという問題がある。 そこで本考案は、上記した事情を考慮して、ノンスカラップ工法における長所 を生かすとともに、上記クラックが発生しないようにすることを課題とし、柱鋼 材と梁鋼材との接続部分などの突き当て接続部分の溶接が確実に行われるように することを目的とする。 However, in the non-scallop construction method, as mentioned above, it is simply a flat plate. Since the cut backing metal is applied, as shown in FIG. 12, the web 2 Crack (beat crack) a in welding beat 5 corresponding to gap 6 between 0 and backing metal 4 There is a problem that this occurs as a welding defect. Therefore, in consideration of the above-mentioned circumstances, this invention has developed the advantages of the non-scallop construction method. The challenge is to take advantage of the To ensure that welding is performed at butt joints such as the joints between steel beams and steel beams. The purpose is to
【0005】[0005]
本考案は上記した課題を考慮してなされたもので、H形鋼材の溶接端のフラン ジ端部裏面に配置する裏当て金であって、前記H形鋼材のフランジからウエブに 亘る隅部に対応する端部に切り欠きが設けられていることを特徴とする溶接用の 裏当て金を提供して、上記課題を解消するとともに、柱用などの鋼材のフランジ 外面に、梁用などのH形鋼材のウエブ端部を溶接し、かつ前記H形鋼材のフラン ジ端部それぞれを、H形鋼材のフランジからウエブに亘る隅部に、切り欠きを持 つ端部を対応させた請求項1の裏当て金を介して溶接することにより、上記課題 を解消するものである。 The present invention was developed in consideration of the above-mentioned problems, and the flange at the welded end of H-section steel A backing metal placed on the back side of the end of the H-beam, which extends from the flange of the H-beam steel to the web. A welding device characterized by having a notch at the end corresponding to the corner where it spans. We provide backing metal to solve the above problems, and also provide support for flanges of steel materials such as for columns. The web end of H-shaped steel material for beams etc. is welded to the outer surface, and the flange of the H-shaped steel material is welded to the outer surface. At each end of the H-beam, have a notch in the corner extending from the flange to the web. The above-mentioned problem can be solved by welding through the backing metal of claim 1 whose two ends are made to correspond to each other. This is to eliminate the problem.
【0006】[0006]
本考案において、H形鋼材の隅部に対応する裏当て金の端部に切り欠きが設け られているため、すなわち裏当て金の上面(H形鋼材フランジの裏面と面すると ころ)から端面部分にかけて鋭角とはならず、よってH形鋼材の隅部がほぼ直角 である場合には裏当て金の端部とウエブとの間に溶接側に積極的に開いた部分が 形成され、この部分に溶接材が確実に入り込んで、裏当て金の端部とウエブとの 間に溶接材が入り込めない隙間を作らないようになる。そしてH形鋼材の隅部が 丸く、裏当て金の端部形状がこれに対応している場合には、この裏当て金の端部 が密着して、これも裏当て金の端部とウエブとの間に溶接材が入り込めない隙間 を作らないようになる。 In this invention, a notch is provided at the end of the backing metal corresponding to the corner of the H-shaped steel material. In other words, the top surface of the backing metal (facing the back surface of the H-shaped steel flange) There is no acute angle from the rollers) to the end face, so the corners of the H-shaped steel are almost right angles. In this case, there is an area between the end of the backing metal and the web that is actively opened on the welding side. This ensures that the welding material enters this area and connects the edge of the backing metal with the web. This prevents the creation of gaps in between which the welding material cannot fit. And the corner of the H-shaped steel round and the end of this backing metal if the end shape of the backing metal corresponds to this. This is also a gap between the edge of the backing metal and the web where the welding material cannot enter. You will no longer make .
【0007】[0007]
つぎに、本考案を図1から図6に示す実施例に基づいて詳細に説明する。なお 、図7から図12に示す従来例と構成が重複する部分は同符号を付してその説明 を省略する。 図1は裏当て金4を示すもので、ノンスカラップ工法において用いられるこの 裏当て金4それぞれでは、一端40に、アールが付いて丸くなるようにした切り 欠き41が設けられており、この丸く設けられた端部40をH形鋼材のフランジ からウエブに亘る隅部に対応させて使用する。 Next, the present invention will be explained in detail based on the embodiments shown in FIGS. 1 to 6. In addition , parts whose configurations overlap with those of the conventional example shown in FIGS. 7 to 12 are given the same reference numerals and explained. omitted. Figure 1 shows the backing metal 4, which is used in the non-scallop construction method. For each of the backing metals 4, one end 40 has a round cut with a radius. A notch 41 is provided, and this rounded end 40 is inserted into the flange of the H-shaped steel material. It is used to correspond to the corners extending from the web to the web.
【0008】 すなわち鋼材の接続部分において、図2と図3に示すごとく、上記裏当て金4 それぞれの端部40をその曲面が隅部側に向くようにしてウエブ20に突き当て てフランジ21の端部裏面に配置し、このフランジ21の端部を幅方向に亘り溶 接する。 このように裏当て金4の端部40とウエブ20の隅部側面との間に、切り欠き 41によって溶接側に積極的に開いた部分が形成され、この部分に溶接材が入っ て確実に溶接できるようになり、前記溶接材が入り込めないような狭い隙間を生 じさせない。[0008] In other words, in the connection part of the steel material, as shown in FIGS. 2 and 3, the backing metal 4 Abut each end 40 against the web 20 with its curved surface facing the corner side. and placed on the back side of the end of the flange 21, and melted the end of the flange 21 in the width direction. come into contact with In this way, a notch is formed between the end 40 of the backing metal 4 and the corner side of the web 20. 41, a positively open part is formed on the welding side, and the welding material enters this part. This allows for reliable welding and creates a narrow gap that the welding material cannot fit into. Don't let it get to you.
【0009】 図2と図3においては梁鋼材2を溶接組立H形鋼材で示したが、図4と図5に 示すように圧延H形鋼材に対して上記裏当て金4が使用できる。すなわちウエブ 20とフランジ21との間のフィレット(隅部)のアール形状に対応して、端部 40それぞれを密着状態で突き当てて配置することができ、この場合裏当て金4 とウエブ20の隅部側面との間に隙間が生じない。[0009] In Figures 2 and 3, the beam steel 2 is shown as a welded H-shaped steel, but in Figures 4 and 5, As shown, the above-mentioned backing metal 4 can be used for rolled H-beam steel. i.e. web The end portion corresponds to the rounded shape of the fillet (corner) between 20 and flange 21. 40 can be placed in close contact with each other, and in this case, the backing metal 4 There is no gap between the corner side surface of the web 20 and the corner side surface of the web 20.
【0010】 切り欠き41は上述した丸い形状のものに限定されるものではなく、図6に示 すように、傾斜面が形成できるようにしたもの(a)(b)や、段状の凹部が形 成できるようにしたもの(c)、そして凹曲面が形成できるようにしたもの(d )など、適宜にその形状は設定できるものである。 なお、上記実施例において、H形鋼材の一方のフランジ側を示しているが、他 方も同じ構成である。0010 The cutout 41 is not limited to the round shape described above, but may be of the shape shown in FIG. (a) and (b) that allow the formation of sloped surfaces, as well as those with stepped recesses. (c), and a concave curved surface (d). ), etc., and its shape can be set as appropriate. In the above example, one flange side of the H-beam steel is shown, but other Both have the same configuration.
【0010】0010
以上説明したように、本考案によれば、裏当て金はH形鋼材のフランジからウ エブに亘る隅部に対応する端部に切り欠きが設けられ、そして裏当て金のこの端 部をH形鋼材の前記隅部に対応位置させて、フランジ端部それぞれを柱用などの 鋼材のフランジ外面に溶接しているので、溶接材が入りにくい裏当て金と隅部と の隙間が形成されず、クラックを招くことのない確実な溶接が行えるようになる など、実用性に優れた効果を奏するものである。 As explained above, according to the present invention, the backing metal is removed from the flange of the H-beam steel. A notch is provided at the end corresponding to the corner spanning the ebb, and this end of the backing metal with the flange ends corresponding to the corners of the H-shaped steel material, and Since it is welded to the outer surface of the steel flange, the backing metal and corners are difficult for welding material to enter. No gaps are formed, allowing reliable welding without causing cracks. It has excellent practical effects.
【図1】本考案の裏当て金の一実施例を示す説明図であ
る。FIG. 1 is an explanatory diagram showing an embodiment of the backing metal of the present invention.
【図2】本考案における裏当て金の取付状態をH形鋼材
端部端面側から示す説明図である。FIG. 2 is an explanatory view showing the mounting state of the backing metal according to the present invention from the end surface side of the end of the H-shaped steel material.
【図3】本考案における裏当て金の取付状態をH形鋼材
端部側面側から示す説明図である。FIG. 3 is an explanatory diagram showing the mounting state of the backing metal according to the present invention from the side of the end of the H-shaped steel material.
【図4】本考案における裏当て金の取付状態をH形鋼材
端部端面側から示す説明図である。FIG. 4 is an explanatory view showing the mounting state of the backing metal according to the present invention from the end surface side of the end of the H-shaped steel material.
【図5】本考案における裏当て金の取付状態をH形鋼材
端部側面側から示す説明図である。FIG. 5 is an explanatory diagram showing the mounting state of the backing metal according to the present invention from the side surface of the end of the H-shaped steel material.
【図6】裏当て金の他の例を示す説明図である。FIG. 6 is an explanatory diagram showing another example of backing money.
【図7】従来例におけるスカラップを有した鋼材接続部
分を示す説明図である。FIG. 7 is an explanatory diagram showing a steel connection portion having a scallop in a conventional example.
【図8】従来例におけるノンスカラップ工法による鋼材
接続部分を示す説明図である。FIG. 8 is an explanatory diagram illustrating a steel connection portion by a non-scallop construction method in a conventional example.
【図9】スラカップ工法における梁鋼材の端部を側方か
ら示す説明図である。FIG. 9 is an explanatory view showing the end of a steel beam in the sura cup construction method from the side.
【図10】同じくスラカップ工法における梁鋼材の端部
を端面側から示す説明図である。FIG. 10 is an explanatory view showing the end of a steel beam from the end face side in the same sura cup construction method.
【図11】同じくスラカップ工法における梁鋼材の端部
をフランジ外面側から示す説明図である。FIG. 11 is an explanatory view showing the end of a steel beam in the same sura cup construction method from the outside of the flange.
【図12】従来例のクラックを示す説明図である。FIG. 12 is an explanatory diagram showing cracks in a conventional example.
1…柱鋼材 2…梁鋼材 20…ウエブ 21…フランジ 4…裏当て金 40…端部 41…切り欠き 1...Column steel material 2...Beam steel material 20...Web 21...Flange 4...Backing money 40...end part 41...Notch
───────────────────────────────────────────────────── フロントページの続き (72)考案者 坂本 真一 東京都中央区京橋二丁目16番1号 清水建 設株式会社内 (72)考案者 中込 忠男 長野県長野市花咲町1237−3−101 (72)考案者 中山 繁 兵庫県神戸市中央区東川崎町3丁目1番1 号 川崎重工業株式会社内 (72)考案者 松井 繁朋 兵庫県神戸市中央区東川崎町3丁目1番1 号 川崎重工業株式会社内 ──────────────────────────────────────────────── ─── Continuation of front page (72) Creator Shinichi Sakamoto Shimizu Ken, 2-16-1 Kyobashi, Chuo-ku, Tokyo Inside the company (72) Creator Tadao Nakagomi 1237-3-101 Hanasakicho, Nagano City, Nagano Prefecture (72) Creator Shigeru Nakayama 3-1-1 Higashikawasaki-cho, Chuo-ku, Kobe, Hyogo Prefecture No. Kawasaki Heavy Industries, Ltd. (72) Creator Shigetomo Matsui 3-1-1 Higashikawasaki-cho, Chuo-ku, Kobe, Hyogo Prefecture No. Kawasaki Heavy Industries, Ltd.
Claims (2)
置する裏当て金であって、前記H形鋼材のフランジから
ウエブに亘る隅部に対応する端部に切り欠きが設けられ
ていることを特徴とする溶接用の裏当て金。1. A backing metal placed on the back side of a flange end of a welded end of an H-shaped steel material, the backing metal having a notch provided at an end corresponding to a corner extending from the flange to the web of the H-shaped steel material. A backing metal for welding that is characterized by:
どのH形鋼材のウエブ端部を溶接し、かつ前記H形鋼材
のフランジ端部それぞれを、H形鋼材のフランジからウ
エブに亘る隅部に、切り欠きを持つ端部を対応させた請
求項1の裏当て金を介して溶接したことを特徴とする鉄
骨の溶接接続部構造。2. A web end of an H-beam steel material, such as one for a beam, is welded to the outer surface of a flange of a steel material, such as a column, and each of the flange ends of the H-beam steel material is connected from the flange of the H-beam steel material to the web. A welded joint structure of a steel frame, characterized in that the welding is performed via the backing metal according to claim 1, which has an end portion having a notch corresponding to a corner portion thereof.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2522191U JPH04118291U (en) | 1991-03-25 | 1991-03-25 | Backing metal for welding and welded joint structure of steel frame using it |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2522191U JPH04118291U (en) | 1991-03-25 | 1991-03-25 | Backing metal for welding and welded joint structure of steel frame using it |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH04118291U true JPH04118291U (en) | 1992-10-22 |
Family
ID=31910000
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP2522191U Pending JPH04118291U (en) | 1991-03-25 | 1991-03-25 | Backing metal for welding and welded joint structure of steel frame using it |
Country Status (1)
Country | Link |
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JP (1) | JPH04118291U (en) |
Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5129505A (en) * | 1974-08-30 | 1976-03-12 | Kazumasa Watanabe | KAARUGUSEBOSHITOKUSEIO SONAETA JIAIKOSEINOSHOZOSHITO SONOSHOSHIHO |
JPS5942237U (en) * | 1982-09-13 | 1984-03-19 | アイジ−工業株式会社 | mounting hardware |
-
1991
- 1991-03-25 JP JP2522191U patent/JPH04118291U/en active Pending
Patent Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5129505A (en) * | 1974-08-30 | 1976-03-12 | Kazumasa Watanabe | KAARUGUSEBOSHITOKUSEIO SONAETA JIAIKOSEINOSHOZOSHITO SONOSHOSHIHO |
JPS5942237U (en) * | 1982-09-13 | 1984-03-19 | アイジ−工業株式会社 | mounting hardware |
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