JPH03275835A - Wing plate for column and beam connection - Google Patents
Wing plate for column and beam connectionInfo
- Publication number
- JPH03275835A JPH03275835A JP7490190A JP7490190A JPH03275835A JP H03275835 A JPH03275835 A JP H03275835A JP 7490190 A JP7490190 A JP 7490190A JP 7490190 A JP7490190 A JP 7490190A JP H03275835 A JPH03275835 A JP H03275835A
- Authority
- JP
- Japan
- Prior art keywords
- wing plate
- column
- columns
- joining
- present
- 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
- 238000005304 joining Methods 0.000 claims description 20
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 abstract 2
- 238000004519 manufacturing process Methods 0.000 description 9
- 238000003466 welding Methods 0.000 description 6
- 238000000034 method Methods 0.000 description 5
- 238000010276 construction Methods 0.000 description 4
- 238000010586 diagram Methods 0.000 description 4
- 230000000694 effects Effects 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 3
- 238000005452 bending Methods 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 239000003990 capacitor Substances 0.000 description 1
- 238000007796 conventional method Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
Landscapes
- Joining Of Building Structures In Genera (AREA)
Abstract
Description
【発明の詳細な説明】
［産業上の利用分野］
本発明は、柱と、当該２本の柱の間に架設する梁とを接
合する柱梁接合用ウィングプレートに関するものである
。DETAILED DESCRIPTION OF THE INVENTION [Field of Industrial Application] The present invention relates to a wing plate for joining a column and a beam that connects a column and a beam constructed between two columns.
［従来の技術］
鉄骨造の建築構造物を構築する場合、まず１夏数本の柱
を構築した後、当該容性の間に梁を架設する。かかる場
合、２本の柱と梁の両端部とをそれぞれ接合する必要か
ある。[Prior Art] When constructing a steel building structure, first several columns are constructed in one summer, and then beams are erected between the columns. In such a case, it may be necessary to connect the two columns and both ends of the beam.
かかる接合方法としては、従来、
■ハイテンションボルトにより接合する方法、■現場溶
接により接合する方法、
■第９図に示す外タイヤフラム又は第１０図に示す内タ
イヤフラムを用いて接合する方法等が提供実施されてい
る。Conventionally, such joining methods include: (1) joining with high tension bolts, (2) joining by on-site welding, (2) joining using an outer tire flam as shown in FIG. 9 or an inner tire flam as shown in FIG. 10, etc. is being provided.
［発明か解決しようとする課題］
しかしながら、従来技術においては以下に掲げる問題点
かあった。[Problems to be Solved by the Invention] However, the prior art had the following problems.
■゛ハイテンンヨンホルト）接合する方法においては、
第８図に示すようにブラケ／ト１を柱側面から突出させ
るため、多数の柱の運搬に支障となるという問題声、か
あ〕な、
■゛溶接接合する方法においては、相当の労力を要する
という問題点、及び接合強度にばらつきがあるという問
題点かあった。■ In the method of joining
As shown in Figure 8, since the bracket 1 protrudes from the side of the column, there are complaints that it becomes an obstacle to transporting a large number of columns. There were problems in that the bonding strength was uneven, and that the bonding strength varied.
■゛第９図に示す外タイヤフラム２、又は第１０図に示
す内タイヤフラム３を用いて接合する方法においては、
外タイヤフラム２又は内タイヤフラム３の製作に相当の
労力及び時間を要し、かつ、多数の柱の運搬に支障とな
るという問題点があった。さらに内タイヤフラム３にお
いては内ダイヤフラム３専用の製造設備そもった工場て
ないと製作することがてきないという問題点かあった。■゛In the method of joining using the outer tire flamm 2 shown in Fig. 9 or the inner tire flamm 3 shown in Fig. 10,
There was a problem in that it required a considerable amount of labor and time to manufacture the outer tire flamm 2 or the inner tire flamm 3, and it also became a hindrance to transporting a large number of columns. Furthermore, there was a problem in that the inner tire phragm 3 could not be manufactured unless there was a factory equipped with manufacturing equipment exclusively for the inner diaphragm 3.
本発明は、かかる問題点に鑑みてなされたものであり、
その目的とするところは、従来技術に比べて、多数の柱
の運搬に支障とならず、接合作業が容易であるとともも
に接合強度にばらつきがなく、かつ、柱の製作を容易す
る柱梁接合用ウィングプレートを提供する点にある。The present invention has been made in view of such problems, and
The purpose of this is to create columns that do not pose a hindrance to the transportation of a large number of columns, are easy to join, have uniform joint strength, and are easy to manufacture compared to conventional techniques. The present invention provides a wing plate for beam joining.
［課題を解決するための手段］
本発明の要旨は、柱間に架設する梁の梁端部を上下両方
向から挟持して柱に接合す構成の柱梁接合用ウィングプ
レートであって、当該柱梁接合用ウィングプレートは、
一の柱の柱脚近傍に設けてなる上ウィングプレートと、
池の柱の柱頭近傍に設けてなる下ウィングプレートとか
らなり、前記上ウィングプレート及び前記下ウィングプ
レートは中央部に前記柱が嵌合してなる開口を有する板
状体であることを特徴とした柱梁接合用ウィングプレー
トに存する。[Means for Solving the Problems] The gist of the present invention is a column-beam joining wing plate configured to sandwich the beam end of a beam installed between columns from both the upper and lower directions and join the column to the column. Wing plates for beam joints are
An upper wing plate provided near the base of the first pillar;
and a lower wing plate provided near the capital of the pond pillar, and the upper wing plate and the lower wing plate are plate-shaped bodies having an opening in the center into which the pillar fits. The wing plate for beam-column connection has been developed.
［作用］
柱梁接合用ウィングプレートは、ブラケット、外タイヤ
フラム及び内タイヤフラムに比へ小さいので、従来技術
に比べ多数の柱を運搬する際の支障とはならない。[Function] Since the column-beam joining wing plate is smaller than the bracket, outer tire flam, and inner tire flam, it does not pose a problem when transporting a large number of columns compared to the prior art.
また、工場において柱と接合することがてきるので現場
溶接を不要とし、またかかる場合においては接合強度の
ばらつきをなくすことか可能である。Furthermore, since it can be joined to the column at the factory, on-site welding is not required, and in such a case, it is possible to eliminate variations in joint strength.
また、柱梁接合用ウィングプレートが有する開口に柱本
体を挿通し取り付けるだけなので、従来技術に比べ柱の
製作を容易にするとともに製作時間を短縮する。In addition, since the column body is simply inserted and attached to the opening of the column-beam joining wing plate, the column can be manufactured more easily and the manufacturing time can be shortened compared to the prior art.
［実施例］
以下、本発明の実施例について図面を参照して詳細に説
明する。たたし、本実施例に記載されている構成部品の
寸法、材質、形状、その相対配置なとは、特に特定的な
記載かないかきりは、この発明の範囲をそれらのみに限
定する趣旨のものではなく、単なる説明例にすきない。[Example] Hereinafter, an example of the present invention will be described in detail with reference to the drawings. However, the dimensions, materials, shapes, and relative arrangements of the components described in this example are not specifically described, and the scope of the present invention is not intended to be limited thereto. It's not a real thing, it's just an illustrative example.
まず、本実施例にかかる柱梁接合用ウィングプレートの
構成について第１図乃至第３図、及び第５図を用いて説
明する。第１図は上ウィングプレートの平面図、第２図
は柱本体と上ウィングプレートに生じる応力状態を示す
図、第３図は下ウィングプレートを柱本体に取り付けた
状態を示す図、第５図は柱梁接合用ウィングプレートを
もつ柱か接合された状態を示す図である。First, the structure of the column-beam joining wing plate according to this embodiment will be explained with reference to FIGS. 1 to 3 and FIG. 5. Figure 1 is a plan view of the upper wing plate, Figure 2 is a diagram showing the stress state generated in the column body and the upper wing plate, Figure 3 is a diagram showing the lower wing plate attached to the column body, Figure 5 1 is a diagram showing a state in which columns with column-beam joining wing plates are joined.
本実施例にかかる柱梁接合用ウィングプレート１０は、
上ウィングプレートｋｌと下ウィングプレート１２とか
らなるものである。当該上ウィングプレートｌｌは、第
１図に示すように平面視正方形の鋳ｔｉ４製板状体であ
る。前記上ウィングプレー４１１の幅については、第２
図における、Ｐ、。The column-beam joint wing plate 10 according to this embodiment is as follows:
It consists of an upper wing plate kl and a lower wing plate 12. As shown in FIG. 1, the upper wing plate 11 is a plate-shaped body made of cast Ti4 and square in plan view. Regarding the width of the upper wing play 411, the second
In the figure, P.
Ｐ、、ｆｆ、を考慮して定める。すなわち、柱本体２■
に加わる曲げモーメントをＭい柱本体２１の側面軸方向
に生しる力をＰｌ、柱本体２１の幅をＱ、とすると、
Ｍ、＝Ｐ＋ｘＱ＋となる。It is determined by considering P,,ff. In other words, the pillar body 2■
If the bending moment applied to M is the force generated in the axial direction of the side surface of the pillar body 21 as Pl, and the width of the pillar body 21 is Q, then M, = P + x Q +.
また、前記上ウィングプレート１１に加わる曲げモーメ
ントをＭ９、前記上ウィングプレートｌＩの接合面１７
に生じる力を集中荷重に置換した荷重をＰ７、Ｐ、・Ｐ
、が作用する距離をＱ、とすると、
Ｍ ２＝ Ｐ ｚＸ Ｑ ｔとなる。Also, the bending moment applied to the upper wing plate 11 is M9, and the joint surface 17 of the upper wing plate II is
The load obtained by replacing the force generated in P with a concentrated load is P7, P, ・P
, where Q is the distance at which , acts, then M 2 = P zX Q t.
ここて、Ｍ、＝Ｍ、であるから、
Ｐ、Ｘｃ ｔ＝Ｐｔ×ｃ ！
したがって、前記上ウィングプレート１１の幅について
は、Ｐ、、Ｐ、、Ｑ 、を考慮し、Ｑ１≧ｃ、（ｐ、／
ｐｔ）となるように定めれば良い。Here, since M,=M, P,Xc t=Pt×c! Therefore, regarding the width of the upper wing plate 11, considering P,,P,,Q,Q1≧c,(p,/
pt).
また、第３図に示すように、中央部には前記上ウィング
プレート１１を固設すべき柱本体２１が嵌合してなる平
面視正方形の開口１３を有する。Further, as shown in FIG. 3, the center portion has a square opening 13 in plan view into which the column main body 21 to which the upper wing plate 11 is to be fixed is fitted.
当該開口１３の各辺は、前記上ウィングプレート１１を
固設すべき柱本体２１の幅よりち僅かにおおきいもので
ある。さらに、外縁１４から内縁１５に至り板厚か漸増
するようにテーパーを設けている。Each side of the opening 13 is slightly larger than the width of the column body 21 to which the upper wing plate 11 is to be fixed. Furthermore, a taper is provided so that the plate thickness gradually increases from the outer edge 14 to the inner edge 15.
さらに本実施例においては、前記各ウィングプレート（
「上ウィングプレート及び下ウィングプレート」。以下
、同様とする。）１１，１２（７）、内縁１５各辺の中
央から外縁■４各辺の中央に至る２列づつ計８列のホル
ト孔１６を設けている。Furthermore, in this embodiment, each of the wing plates (
"Upper wing plate and lower wing plate". The same shall apply hereinafter. ) 11, 12 (7), a total of 8 rows of hole holes 16 are provided, two rows each extending from the center of each side of the inner edge 15 to the center of each side of the outer edge 4.
前記下ウィングプレート１２についても全く同様である
。The same applies to the lower wing plate 12.
次に前記柱梁接合用ウィングプレート１０の柱と梁３０
との接合方法について第４図及び第５図説明する。Next, the column and beam 30 of the wing plate 10 for connecting the column and beam.
4 and 5, a method of joining the same will be explained with reference to FIGS.
まず、第４図に示すように、前記２本の柱の柱頭近傍に
設けてなる前記下ウィングプレート１２に梁３０を架は
渡し、かかる前記下ウィングプレート１２と前記梁３０
とをホルトにより接合する。First, as shown in FIG. 4, a beam 30 is passed over the lower wing plate 12 provided near the capitals of the two pillars, and the lower wing plate 12 and the beam 30 are connected to each other.
and are joined by Holt.
なお、当該柱頭近傍とは、柱本体２１の上面２２から前
記ｆＡ３０の高さの半分の距離下かった位置である。ま
た、前記下ウィングプレート１２は、予め、接合面Ｉ７
を上に向くように柱本体２１に溶接することにより固設
したものである。Note that the vicinity of the column head is a position located half the distance of the height of fA30 from the upper surface 22 of the column body 21. Further, the lower wing plate 12 has a joint surface I7 in advance.
It is fixed by welding to the column main body 21 so as to face upward.
以上の工程を４本の梁３０について行った後、第５図に
示すように、前記上ウィングプレートｌｌを柱脚近傍に
固設してなる柱の下端部２４を、前記４本の梁３０の端
面３１か囲繞する部分に嵌入する。After performing the above steps on the four beams 30, as shown in FIG. It fits into the part surrounding the end face 31 of.
次いて、前記上ウィングプレート１１と前Ｍｅ Ｗ２Ｏ
の端部３２とをボルトにより接合する。Next, the upper wing plate 11 and the front Me W2O
and the end portion 32 of is joined with a bolt.
以上の工程により前記梁３０を、前記容性２０に接合す
ることができると同時架設することがてきる。Through the above steps, the beam 30 can be joined to the capacitor 20 and simultaneously installed.
次ぎに、前記柱梁３０用ウイングプレート１０の作用効
果について説明する。Next, the effects of the wing plate 10 for the column and beam 30 will be explained.
前記各ウィングプレート１Ｌ１２の幅を上記のごとく定
めているので、前記梁３０を前記柱２０に確実に接合す
ることができる。Since the width of each wing plate 1L12 is determined as described above, the beam 30 can be reliably joined to the pillar 20.
また、前記各ウィングプレート１１．１２は、ブラケッ
ト、外タイヤフラム及び内ダイヤプラムに比へ小さいの
で、従来技術に比へ多数の柱２０を運搬する際の支障と
はならない。その結果、本実施例によれば従来技術に比
べ柱２０の運搬効率を向上することができる。In addition, since each of the wing plates 11, 12 is smaller than the bracket, outer tire flam, and inner diaphragm, it does not pose a problem when transporting a large number of columns 20 compared to the prior art. As a result, according to this embodiment, the efficiency of transporting the pillars 20 can be improved compared to the prior art.
また、前記各ウィングプレート１１，１．２は工場にお
いて前記柱２０と接合することかてきるので現場溶接を
不要とし、またかかる場合においては接合強度のばらつ
きをなくすことが可能である。Furthermore, since the wing plates 11, 1.2 can be joined to the pillars 20 at the factory, on-site welding is not required, and in such a case, it is possible to eliminate variations in joint strength.
その結果、本実施例によれば、従来技術に比へ施工効率
及び施工精度が向する。As a result, according to this embodiment, construction efficiency and construction accuracy are improved compared to the conventional technology.
また、前記各ウィングブレー）１１．１２は、それが有
する開口１３に前記柱本体２１を挿通し取り付けるだけ
で、従来技術に比べ柱２０の製作を容易にするとともに
製作時間を短縮する。その結果、本実施例によれば従来
技術に比べ柱２０の製作効率を向上することができる。In addition, each of the wing brakes) 11, 12 makes it easier to manufacture the pillar 20 and shortens the manufacturing time compared to the prior art, by simply inserting and attaching the pillar body 21 to the opening 13 of the wing brake. As a result, according to this embodiment, the manufacturing efficiency of the pillar 20 can be improved compared to the prior art.
さらに、本実施例においては前記下ウィングプレート１
２を柱本体２１に溶接接合しているので、前記粱３０を
サポートなして前記容性２０の間に架設することができ
る。Furthermore, in this embodiment, the lower wing plate 1
2 is welded to the column main body 21, so that the casing 30 can be installed between the containers 20 without support.
なお、本実施例においては前記各ウィングプレート１１
．１２を第１図に示すような形状としているか、本発明
の範囲をそれに限定する趣旨ではなく、本発明において
は他の形状、例えば、第６図又は第７図に示すような形
状、あるいは、他の多角形、円形、楕円形等、本発明を
実施するうえて好適な形状とすることかできる。In addition, in this embodiment, each of the wing plates 11
．． 12 has a shape as shown in FIG. 1, but the scope of the present invention is not limited thereto, and the present invention may have other shapes, such as the shape shown in FIG. 6 or 7, or Other shapes suitable for carrying out the present invention, such as polygons, circles, and ellipses, can be used.
また、前記間口１３は平面視正方形をしてなるか本発明
の範囲をそれに限定する趣旨ではなく、本発明において
は柱２０の横断面形状に合わせ他の形状、例えば、他の
多角形、円形等、本発明を実施するうえて好適な形状と
することができる。In addition, the frontage 13 may have a square shape in plan view, but the scope of the present invention is not limited thereto, and the present invention may have other shapes, such as other polygons or circular shapes, in accordance with the cross-sectional shape of the pillars 20. etc., it can be made into a shape suitable for implementing the present invention.
また、前記各ウィングプレート１．１．１２とＷ２Ｏと
をボルトにより接合しているが、本発明においては他の
接合手段、例えば、溶接等、本発明を実施するうえで好
適なものを用いることかできる。Further, although each of the wing plates 1.1.12 and W2O are joined by bolts, the present invention may use other joining means suitable for carrying out the present invention, such as welding. I can do it.
［発明の効果］
本発明は、以上のように構成しているのて、以下に記載
するような効果を奏する。[Effects of the Invention] The present invention, configured as described above, produces the following effects.
本発明にかかる柱梁接合用ウィングプレートはブラケッ
ト、外ダイヤフラム及び内タイヤフラムに比べ小さいの
で、従来技術に比へ多数の柱を運搬する際の支障とはな
らない。その結果、本発明によれば従来技術に比へ柱の
運搬効率を向上することかできる。Since the column-beam joining wing plate according to the present invention is smaller than the bracket, outer diaphragm, and inner tire flamm, it does not pose a problem when transporting a large number of columns compared to the prior art. As a result, according to the present invention, the efficiency of transporting columns can be improved compared to the prior art.
また、前記柱梁接合用ウィングプレートは工場において
柱と接合することができるので現場溶接を不要とし、ま
たかかる場合においては接合強度のばらつきをなくすこ
とが可能である。その結果、本発明によれば、従来技術
に比べ施工効率及び施工精度が向する。Further, since the column-beam joining wing plate can be joined to the pillar in a factory, on-site welding is not required, and in such a case, it is possible to eliminate variations in joint strength. As a result, according to the present invention, construction efficiency and construction accuracy are improved compared to the conventional technology.
また、柱梁接合用ウィングプレートは、それか有する開
口に柱本体を挿通し取り付けるたけなので、従来技術に
比へ柱の製作を容易にするとともに製作時間を短縮する
。その結果、本発明によれば従来技術に比べ柱の製作効
率を向上することができる。In addition, since the column-beam joining wing plate only requires the column body to be inserted and attached to the opening it has, the column can be manufactured more easily and the manufacturing time can be shortened compared to the prior art. As a result, according to the present invention, the manufacturing efficiency of columns can be improved compared to the conventional technology.
第１図乃至第７図は本発明の一実施例を示すものであり
、第１図は上ウィングプレートの平面図、第２図は柱本
体と上ウィングプレートに生じる応力状態を示す正面図
、第３図は下ウィングプレートを柱本体に取り付けた状
態を示す斜視図、第４図及び第５図は工程図、第６図及
び第７図は本発明の他の実施例である上ウィングプレー
ト又は下ウィングプレートの平面図、第８図乃至第１０
図は従来例を示す斜視図である。
１０・・・・・柱梁接合用ウィングプレート、１１・・
・・上ウィングプレート、１２・・・・・下ウィングプ
レート、１３−・・・開口、１４・−・・外縁、１５・
・・内縁、２０・・・ 柱、２１・・・・・柱本体、３
０梁。1 to 7 show an embodiment of the present invention, in which FIG. 1 is a plan view of the upper wing plate, and FIG. 2 is a front view showing the stress state generated in the column body and the upper wing plate. Figure 3 is a perspective view showing the lower wing plate attached to the column body, Figures 4 and 5 are process diagrams, and Figures 6 and 7 are upper wing plates that are other embodiments of the present invention. Or a plan view of the lower wing plate, Figures 8 to 10
The figure is a perspective view showing a conventional example. 10...Wing plate for column-beam connection, 11...
...Upper wing plate, 12...Lower wing plate, 13-...Opening, 14--Outer edge, 15-
...Inner edge, 20... Column, 21... Column body, 3
0 beams.
Claims (1)
に接合す構成の柱梁接合用ウィングプレートであって、
当該柱梁接合用ウィングプレートは、一の柱の柱脚近傍
に設けてなる上ウィングプレートと、他の柱の柱頭近傍
に設けてなる下ウィングプレートとからなり、前記上ウ
ィングプレート及び前記下ウィングプレートは中央部に
前記柱が嵌合してなる開口を有する板状体であることを
特徴とした柱梁接合用ウィングプレート。A wing plate for beam-to-column connection configured to sandwich the beam end of a beam installed between the columns from both upper and lower directions and connect it to the column,
The column-beam joining wing plate consists of an upper wing plate provided near the base of one column and a lower wing plate provided near the capital of the other column, and the upper wing plate and the lower wing A wing plate for joining beams and columns, characterized in that the plate is a plate-like body having an opening in the center into which the column fits.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2074901A JP2681408B2 (en) | 1990-03-23 | 1990-03-23 | Beam-column joint structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2074901A JP2681408B2 (en) | 1990-03-23 | 1990-03-23 | Beam-column joint structure |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH03275835A true JPH03275835A (en) | 1991-12-06 |
| JP2681408B2 JP2681408B2 (en) | 1997-11-26 |
Family
ID=13560755
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP2074901A Expired - Lifetime JP2681408B2 (en) | 1990-03-23 | 1990-03-23 | Beam-column joint structure |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP2681408B2 (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20030042699A (en) * | 2001-11-23 | 2003-06-02 | 이연주 | Assembling structure of construction for steel-frame building |
| JP2007039930A (en) * | 2005-08-02 | 2007-02-15 | Tokyo Electric Power Co Inc:The | Joining structure of structure |
| US8033319B2 (en) | 2008-04-28 | 2011-10-11 | Sumitomo Metal Industries, Ltd. | Method for continuous casting of steel and electromagnetic stirrer to be used therefor |
| JP2013007194A (en) * | 2011-06-24 | 2013-01-10 | Jfe Steel Corp | Column-beam joint structure |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP7533181B2 (en) | 2020-12-04 | 2024-08-14 | 積水ハウス株式会社 | Steel beam-column joint construction method |
Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS53151208U (en) * | 1977-05-04 | 1978-11-28 | ||
| JPS5864710U (en) * | 1981-10-24 | 1983-05-02 | 株式会社クボタ | Connection structure of built-in columns used for reverse pouring method |
-
1990
- 1990-03-23 JP JP2074901A patent/JP2681408B2/en not_active Expired - Lifetime
Patent Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS53151208U (en) * | 1977-05-04 | 1978-11-28 | ||
| JPS5864710U (en) * | 1981-10-24 | 1983-05-02 | 株式会社クボタ | Connection structure of built-in columns used for reverse pouring method |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20030042699A (en) * | 2001-11-23 | 2003-06-02 | 이연주 | Assembling structure of construction for steel-frame building |
| JP2007039930A (en) * | 2005-08-02 | 2007-02-15 | Tokyo Electric Power Co Inc:The | Joining structure of structure |
| US8033319B2 (en) | 2008-04-28 | 2011-10-11 | Sumitomo Metal Industries, Ltd. | Method for continuous casting of steel and electromagnetic stirrer to be used therefor |
| US8191611B2 (en) | 2008-04-28 | 2012-06-05 | Sumitomo Metal Industries, Ltd. | Method for continuous casting of steel and electromagnetic stirrer to be used therefor |
| JP2013007194A (en) * | 2011-06-24 | 2013-01-10 | Jfe Steel Corp | Column-beam joint structure |
Also Published As
| Publication number | Publication date |
|---|---|
| JP2681408B2 (en) | 1997-11-26 |
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