JP2560907B2 - Joining method of square tubular steel column and steel beam - Google Patents

Joining method of square tubular steel column and steel beam

Info

Publication number
JP2560907B2
JP2560907B2 JP2289324A JP28932490A JP2560907B2 JP 2560907 B2 JP2560907 B2 JP 2560907B2 JP 2289324 A JP2289324 A JP 2289324A JP 28932490 A JP28932490 A JP 28932490A JP 2560907 B2 JP2560907 B2 JP 2560907B2
Authority
JP
Japan
Prior art keywords
square tubular
steel column
tubular steel
metal fitting
fitting
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 - Lifetime
Application number
JP2289324A
Other languages
Japanese (ja)
Other versions
JPH04161627A (en
Inventor
靖司 穐山
直樹 田中
敏之 福元
昭夫 富田
完介 本間
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.)
Kajima Corp
Original Assignee
Kajima 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 Kajima Corp filed Critical Kajima Corp
Priority to JP2289324A priority Critical patent/JP2560907B2/en
Publication of JPH04161627A publication Critical patent/JPH04161627A/en
Application granted granted Critical
Publication of JP2560907B2 publication Critical patent/JP2560907B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Description

【発明の詳細な説明】 〔産業上の利用分野〕 この発明は四角管状鉄骨柱(以下単に「管状鉄骨柱」
という場合がある。)とH形鋼梁などの鉄骨梁との接合
方法に関する。
DETAILED DESCRIPTION OF THE INVENTION [Industrial field of application] The present invention relates to a square tubular steel column (hereinafter simply referred to as "tubular steel column").
There is a case. ) And a steel frame beam such as an H-shaped steel beam.

〔従来の技術及び発明が解決しようとする課題〕[Problems to be Solved by Prior Art and Invention]

従来、管状鉄骨柱にH形鋼梁などの鉄骨梁を接合ボル
トで接合する場合、管状鉄骨柱の内側に手が入らないた
め、予め管状鉄骨柱の内側に接合ボルトが螺合されるネ
ジ孔を有するネジ孔付き金具を挿入し、このネジ孔付き
金具のネジ孔に接合ボルトを螺合している。
Conventionally, when joining a steel frame beam such as an H-shaped steel beam to a tubular steel column with a joining bolt, a hand cannot be put inside the tubular steel column, so a screw hole in which the joining bolt is screwed into the tubular steel column in advance. The metal fitting with a screw hole having is inserted and the joining bolt is screwed into the screw hole of the metal fitting with a screw hole.

しかし、管状鉄骨柱内に挿入されたネジ孔付き金具の
ネジ孔に接合ボルトを螺合し、この接合ボルトを確実に
締め付けられるようにするには、ネジ孔付き金具が管状
鉄骨柱の内側面に密に接している必要がある。
However, in order to securely tighten the joint bolt by screwing the joint bolt into the screw hole of the metal fitting with the screw hole inserted in the tubular steel column, the metal fitting with the screw hole must be attached to the inner surface of the tubular steel column. Must be in close contact with.

従来、このネジ付き金具を管状鉄骨柱の内側面に密に
接した状態に管状鉄骨柱内に挿入するのは容易でないな
どの課題があった。
Conventionally, there has been a problem that it is not easy to insert the threaded metal fitting into the tubular steel column while closely contacting the inner surface of the tubular steel column.

この発明は、以上の課題を解決するためになされたも
ので、四角管状の鉄骨柱内にネジ孔付き金具を、鉄骨柱
の内側面に密に接した状態に挿入できて、接合ボルトを
確実に締め付けられるようにした四角管状の鉄骨柱と鉄
骨梁その接合方法を提供することを目的とする。
The present invention has been made to solve the above problems, and a metal fitting with a screw hole can be inserted into a square tubular steel frame pillar in a state of being in close contact with the inner side surface of the steel frame pillar, and a joining bolt can be securely attached. An object of the present invention is to provide a method of joining a square tubular steel frame column and a steel beam that are fastened to each other.

〔課題を解決するための手段〕[Means for solving the problem]

この発明に係る四角管状鉄骨柱と鉄骨梁との接合方法
は、(A)複数個のネジ孔を有する平板部とこの平板部
と断面がT形を形成するように突設された突状部とを有
する縦片と、この縦片の下端に側面がL形に突設され、
該L形の底部に前記突条部が嵌合可能な嵌合溝を有する
横片とを有するL形金具の四個を前記突状部と前記嵌合
溝とを順次嵌合して閉鎖状に組み立てられた四角形組立
金具を四角管状鉄骨柱内の所定の位置に挿入する工程、
(B)四角管状鉄骨柱の側面に穿孔されたボルト孔を通
して四角管状鉄骨柱表面から平板部のネジ孔に仮止めボ
ルトを螺合して四角形組立金具を構成する各L形金具を
四角管状鉄骨柱側に引き寄せて各L形金具の平板部を四
角管状鉄骨柱の内面に仮固定する工程、(C)(B)の
工程により四角形組立金具を構成する各L形金具の嵌合
溝と突条部との間に形成された空隙を四角管状鉄骨柱の
側面に穿孔された溶接孔を通してエレクトロスラグ溶接
する工程、(D)仮止めボルトを外した後、鉄骨梁端部
に取付けたスプリットティーをL形金具平板部に高力ボ
ルトにより連結する工程、よりなることを特徴とする。
A method of joining a square tubular steel column and a steel beam according to the present invention is (A) a flat plate portion having a plurality of screw holes, and a projecting portion projecting from the flat plate portion so as to form a T-shape in section. A vertical piece having and a side surface protruding from the lower end of the vertical piece in an L shape,
Four L-shaped metal fittings each having a lateral piece having a fitting groove into which the protrusion can be fitted to the bottom of the L-shape are closed by sequentially fitting the projection and the fitting groove. The step of inserting the square assembly metal fitting assembled in to a predetermined position in the square tubular steel column,
(B) Each of the L-shaped metal fittings constituting the quadrangle assembly fitting is screwed into the screw hole of the flat plate portion from the surface of the quadrangular tubular steel pillar through a bolt hole formed in the side surface of the quadrangular tubular steel pillar to form the square tubular steel frame. The steps of pulling to the pillar side to temporarily fix the flat plate part of each L-shaped metal fitting to the inner surface of the square tubular steel frame pillar, and the fitting groove and protrusion of each L-shaped metal fitting constituting the square assembly metal fitting by the steps (C) and (B). A step of electroslag welding through a welding hole formed in the side surface of the square tubular steel column through a gap formed between the split tee and the split tee attached to the end of the steel beam after removing the temporary fixing bolt. Is connected to the flat plate portion of the L-shaped metal fitting by a high-strength bolt.

この発明の第一の要点は四角管状の鉄骨柱内に配置す
るネジ孔付き金具を鉄骨柱内に容易に挿入でき、かつ、
鉄骨柱内面に密着可能な組立金具の形に構成した点であ
り、第二の要点は組立金具を鉄骨柱内面に密着させる際
に生ずる嵌合部の空隙を利用して、その組立金具を構成
する各L形金具をエレクトロスラグ溶接することにより
組立金具を強固に一体化した点である。
A first gist of the present invention is that a metal fitting with a screw hole arranged in a square tubular steel frame column can be easily inserted into the steel frame column, and
The second point is that the assembly metal fittings are configured so that they can be closely attached to the inner surface of the steel column. The point is that the assembled metal fittings are firmly integrated by electro-slag welding the respective L-shaped metal fittings.

第一の要点について説明する。 The first point will be described.

先ず、同形同寸法のL形金具が四個準備される。この
L形金具は複数個のネジ孔を有する平板部とこの平板部
と断面がT形を形成するように突設された突条部とを有
する縦片と、この縦片の下端に側面がL形に突設され、
該L形の底部に前記突条部が嵌合可能な嵌合溝を有する
横片とを有している。第1のL形金具の縦片の突条部に
第2のL形金具の横片の嵌合溝を嵌合して連結する。同
様に第2のL形金具の縦片の突条部に第3のL形金具の
横片の嵌合溝を嵌合して連結する。最後に第3のL形金
具の縦片の突条部に第4のL形金具の横片の嵌合溝を嵌
合して連結するとともに、第4のL形金具の縦片の突条
部を第1のL形金具の横片の嵌合溝に嵌合して四個の同
形同寸法のL形金具を閉鎖状に連結する。この結果、嵌
合部には空隙が殆どなく、四隅の面取りを除くと正方形
の組立金具が組立てられる。この正方形の組立金具の外
径は四角管状の鉄骨柱の内径より少し小さくなるよう設
計されており、その形状は鉄骨柱断面形状と相似してい
るので鉄骨柱内への挿入作業は円滑に行われる。四角管
状鉄骨柱側面には挿入された組立金具を構成するL形金
具の平板部のネジ孔の対向する場所に予めボルト孔が穿
孔されており、このボルト孔を通して四角管状鉄骨柱表
面から仮止めボルトを平板部のネジ孔に螺合する。螺合
の進行とともに各L形金具は鉄骨柱側に引き寄せられ平
板部が鉄骨柱内面に密着するとともに嵌合部している突
条部が嵌合溝を鉄骨柱側に摺動して嵌合溝には空隙が形
成されることになる。
First, four L-shaped metal fittings having the same shape and size are prepared. This L-shaped metal fitting has a vertical piece having a flat plate portion having a plurality of screw holes, a projection portion protruding from the flat plate portion so as to form a T-shaped cross section, and a side surface at the lower end of the vertical piece. It is projected in L shape,
The L-shaped bottom portion has a lateral piece having a fitting groove into which the protrusion can be fitted. The protrusion groove of the vertical piece of the first L-shaped metal fitting is fitted into the fitting groove of the horizontal piece of the second L-shaped metal fitting to be connected. Similarly, the projection groove of the vertical piece of the second L-shaped metal fitting is fitted into the fitting groove of the horizontal piece of the third L-shaped metal fitting to be connected. Finally, while fitting and connecting the fitting groove of the horizontal piece of the fourth L-shaped fitting to the projection of the vertical piece of the third L-shaped fitting, the projection of the vertical piece of the fourth L-shaped fitting is connected. The portion is fitted into the fitting groove of the lateral piece of the first L-shaped metal fitting to connect the four L-shaped metal fittings of the same shape and the same size in a closed manner. As a result, there is almost no space in the fitting portion, and the square assembly fitting is assembled except for the chamfers at the four corners. The outer diameter of this square assembly metal fitting is designed to be slightly smaller than the inner diameter of the square tubular steel column, and its shape is similar to the cross-sectional shape of the steel column, so insertion work into the steel column can be performed smoothly. Be seen. On the side surface of the square tubular steel column, a bolt hole is pre-drilled at a position opposite to the screw hole of the flat plate portion of the L-shaped metal fitting constituting the inserted assembly metal fitting, and the square tubular steel column surface is temporarily fixed through the bolt hole. Screw the bolt into the screw hole on the flat plate. As the screwing progresses, each L-shaped metal fitting is pulled toward the steel column, and the flat plate portion is brought into close contact with the inner surface of the steel column. Voids will be formed in the grooves.

上記操作で形成された空隙をエレクトロスラグ溶接に
よる溶着金属により充填して組立金具を構成する各L形
金具を溶接するとともに組立金具の端を鉄骨柱に溶接す
るのが第二の要点であり、このエレクトロスラグ溶接の
結果、仮止めボルトを外しても組立金具は所定の位置か
らずれることはない。
The second point is to fill the voids formed by the above-mentioned operation with the weld metal by electroslag welding and to weld each L-shaped metal fitting constituting the assembly metal fitting and to weld the end of the assembly metal fitting to the steel column. As a result of this electroslag welding, the assembly metal fittings will not be displaced from the predetermined positions even if the temporary fixing bolts are removed.

〔実 施 例〕〔Example〕

以下図面を参照しながらこの発明の実施例を説明す
る。
Embodiments of the present invention will be described below with reference to the drawings.

第1図は、この実施例で使用されるネジ孔付き金具と
してのL形金具を示すもので、このL形金具1は直交す
る二片からなり、縦片1aは平板部2とこの平板部2と断
面がT形を形成するように突設された突条部3とを持
ち、横片1bは縦片1aの下端に直角に突設され、該横片の
底部に突条部3と嵌合する寸法の嵌合溝4が形成されて
いる。また、平板部2の両側にはそれぞれ四個のネジ孔
5が穿孔されている。
FIG. 1 shows an L-shaped metal fitting as a metal fitting with a screw hole used in this embodiment. The L-shaped metal fitting 1 is composed of two orthogonal pieces, and the vertical piece 1a is a flat plate portion 2 and this flat plate portion. 2 and a ridge portion 3 protruding so as to form a T-shaped cross section, the horizontal piece 1b is provided at a right angle to the lower end of the vertical piece 1a, and the ridge portion 3 is provided at the bottom of the horizontal piece. A fitting groove 4 having a size for fitting is formed. Further, four screw holes 5 are formed on both sides of the flat plate portion 2.

このように形成されたL形金具1を四個準備し、第1
のL形金具1の突条部3に第2のL形金具1の嵌合溝4
を嵌合して連結する。同様に第2のL形金具1の突条部
3に第3のL形金具1の嵌合溝4を嵌合して連結する。
最後の第4のL形金具1はその嵌合溝4を第3のL形金
具1の突条部3に、その突条部3を第1のL形金具の嵌
合溝4に嵌合する。この操作により四個のL形金具1が
閉鎖状に連結された略正方形の組立金具6が組立てられ
る。
Prepare four L-shaped metal fittings 1 formed in this way, and
The fitting groove 4 of the second L-shaped metal fitting 1 is provided on the ridge portion 3 of the L-shaped metal fitting 1.
Fit and connect. Similarly, the projection groove 3 of the second L-shaped metal fitting 1 is fitted into the fitting groove 4 of the third L-shaped metal fitting 1 to be connected.
In the last fourth L-shaped metal fitting 1, the fitting groove 4 is fitted to the projection 3 of the third L-shaped fitting 1, and the projection 3 is fitted to the fitting groove 4 of the first L-shaped fitting. To do. By this operation, a substantially square assembly fitting 6 in which the four L-shaped fittings 1 are connected in a closed shape is assembled.

以下に説明する四角管状鉄骨柱7への組立金具6の取
付け、およびエレクトロスラグ溶接は四角管状鉄骨柱7
を横置きとした状態で行い、必要に応じて90゜ずつ回転
させる。
The mounting of the assembly fitting 6 to the square tubular steel column 7 and the electroslag welding described below are performed by the square tubular steel column 7.
Place it horizontally and rotate it by 90 ° if necessary.

組立金具6を第2図のごとく、四角管状鉄骨柱7内に
挿入する。組立金具6の外法寸法は鉄骨柱7の内法寸法
より少し小さいので組立金具6は四角管状鉄骨柱7の一
端から容易に挿入することができる。
The assembly metal fitting 6 is inserted into the square tubular steel frame pillar 7 as shown in FIG. Since the outer dimension of the assembly member 6 is slightly smaller than the inner dimension of the steel column 7, the assembly member 6 can be easily inserted from one end of the square tubular steel column 7.

四角管状鉄骨柱7の鉄骨梁が接合される所定位置(平
板部2のネジ孔5に対向する位置と同じ)の四周側面に
は、第3図に示すようにボルト孔8が穿孔されており、
このボルト孔8に組立金具6を四角管状鉄骨柱7内に仮
止めするための仮止めボルト9を挿入し、平板部2のネ
ジ孔5に螺合して組立金具6を四角管状鉄骨柱7内に仮
止めし、さらに、この仮止めボルト9を強く締め付けて
組立金具6の各L形金具1を四角管状鉄骨柱7側に引き
寄せて各L形金具1の平板部2を四角管状鉄骨柱7の内
面にそれぞれ密着させる。この過程で嵌合溝4の底と突
条部3との間に空隙10が形成される。
As shown in FIG. 3, bolt holes 8 are drilled on the four circumferential side surfaces at the predetermined positions (the same as the positions facing the screw holes 5 of the flat plate portion 2) where the steel beam of the square tubular steel column 7 is joined. ,
A temporary fixing bolt 9 for temporarily fixing the assembly metal fitting 6 in the square tubular steel frame pillar 7 is inserted into the bolt hole 8 and screwed into the screw hole 5 of the flat plate portion 2 to mount the assembly metal fitting 6 in the square tubular steel frame pillar 7. The L-shaped metal fittings 1 of the assembly metal fitting 6 are pulled to the side of the square tubular steel frame pillar 7 by further tightening the temporary fixing bolts 9, and the flat plate portion 2 of each L-shaped metal fitting 1 is square-shaped tubular steel frame pillar. It adheres to the inner surface of 7. In this process, a gap 10 is formed between the bottom of the fitting groove 4 and the protrusion 3.

なお、仮止めボルト9は総てのネジ孔5に螺着する必
要はなく、仮止め並びに各L形金具1の円滑な引き寄せ
に必要な数だけ螺着すればよい。通常は第3図に示すよ
うに半数のネジ孔5にバランスよく螺着される。
The temporary fixing bolts 9 do not need to be screwed into all the screw holes 5, and may be screwed in the number necessary for temporary fixing and smooth drawing of each L-shaped metal fitting 1. Usually, as shown in FIG. 3, it is screwed into half of the screw holes 5 with good balance.

空隙10に対向する位置の四角管状鉄骨柱7の側面に
は、溶接孔11が穿孔されており、第4図に示すように、
この溶接孔11を介してエレクトロスラグ溶接を行い溶着
金属12を空隙10に充填する。エレクトロスラグ溶接は四
角管状鉄骨柱7を90゜ずつ回転させて四つの空隙10総て
に対して行う。このエレクトロスラグ溶接による溶着金
属12の充填により、各L形金具1は相互に固着されると
とも四角管状鉄骨柱7に固着される。
A welding hole 11 is drilled on the side surface of the square tubular steel column 7 at a position facing the space 10, and as shown in FIG.
Electroslag welding is performed through this welding hole 11 to fill the gap 10 with the deposited metal 12. The electroslag welding is performed by rotating the square tubular steel column 7 by 90 ° for all four voids 10. By filling the weld metal 12 by the electroslag welding, the L-shaped metal fittings 1 are fixed to each other and also to the square tubular steel frame pillar 7.

なお、第4図は1つの空隙10に対するエレクトロスラ
グ溶接が完了し、四角管状鉄骨柱7を90゜回転して2つ
目の空隙10に対してエレクトロスラグ溶接を行っている
時点を示すものである。
In addition, FIG. 4 shows the time when the electroslag welding for one void 10 is completed, and the square tubular steel frame column 7 is rotated 90 ° to perform the electroslag welding for the second void 10. is there.

このようにして内面に組立金具6が取付けられた四角
管状鉄骨柱7の四側面にH形鋼である鉄骨梁13を接合す
る。鉄骨梁13の端部には予めスプリットティー14が固着
されている。接合は仮止めボルト9を外した後、鉄骨梁
13の端部に固着されたスプリットテイ14のボルト孔から
四角管状鉄骨柱7のボルト孔8に高力ボルト15を通して
平板部2のネジ孔5に強く螺着することによって行う。
この高力ボルト15の螺着は総てのネジ孔5に対して行わ
れる。四角管状鉄骨柱7には上下2段1組の組立金具6,
6を取付け、この組立金具6,6に対向する位置に鉄骨梁13
の上下のフランジをスプリットテイ14を介してそれぞれ
8本の高力ボルト15によってボルト接合する。
In this way, the steel beam 13 made of H-shaped steel is joined to the four side surfaces of the square tubular steel column 7 having the assembly fitting 6 attached to the inner surface. A split tee 14 is previously fixed to the end of the steel beam 13. For joining, after removing the temporary fixing bolt 9,
The high strength bolt 15 is passed from the bolt hole of the split stay 14 fixed to the end of 13 to the bolt hole 8 of the square tubular steel column 7 and is strongly screwed into the screw hole 5 of the flat plate portion 2.
The high-strength bolt 15 is screwed into all the screw holes 5. The square tubular steel frame pillar 7 has two sets of upper and lower assembly fittings 6,
6 and attach the steel beam 13 to the position facing the assembly brackets 6, 6.
The upper and lower flanges of the above are bolted to each other by the eight high-strength bolts 15 via the split stays 14.

なお、必要に応じ四角管状鉄骨柱7内にコンクリート
を充填することができる。
If necessary, concrete can be filled in the square tubular steel frame pillar 7.

〔発明の効果〕〔The invention's effect〕

この発明に係る四角管状鉄骨柱と鉄骨梁との接合方法
は、以上説明した構成からなり、特に、組立金具の各L
形金具を仮止めボルトを締付けることによって四角管状
鉄骨柱側に引き寄せて平板部を四角管状鉄骨柱の内面に
密着させ、かつ、各L形金具をエレクトロスラグ溶接に
よって四角管状鉄骨柱の内面に固着してから、各L形金
具の平板部のネジ孔にスプリットテイーのボルト孔を通
して高力ボルトを螺着するので、高力ボルトを確実に締
付けることができて四角管状鉄骨柱の側面に鉄骨梁を確
実に接合できるなどの効果がある。
The method for joining a square tubular steel frame column and a steel frame beam according to the present invention has the configuration described above, and particularly, each L of the assembly metal fitting.
Tighten the bracket to the side of the square tubular steel column by tightening the temporary fixing bolt to bring the flat plate part into close contact with the inner surface of the square tubular steel column, and fix each L-shaped bracket to the inner surface of the square tubular steel column by electroslag welding. After that, the high-strength bolt is screwed into the screw hole of the flat plate part of each L-shaped fitting through the bolt hole of the split stay, so that the high-strength bolt can be securely tightened and the steel beam to the side surface of the square tubular steel column. There is an effect that can be reliably joined.

また、現場搬入に先立って四角管状鉄骨柱の内側に組
立金具が固着されているので、現場における鉄骨梁接合
の作業性を著しく高めることができる。
Further, since the assembly fitting is fixed to the inside of the square tubular steel column prior to the site loading, the workability of the steel beam joining on the site can be remarkably enhanced.

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

第1図はL形金具の斜視図、第2図(a),(b)は組
立金具を挿入した四角管状鉄骨柱の断面図およびA−A
断面図、第3図(a),(b)は組立金具の各L形金具
を四角管状鉄骨柱側に引き寄せて平板部を四角管状鉄骨
柱の内面に密着させた状態の四角管状鉄骨柱の断面図お
よびB−B断面図、第4図はエレクトロスラグ溶接時の
四角管状鉄骨柱の断面図、第5図(a),(b)は鉄骨
梁を接合した四角管状鉄骨柱の断面図およびC−C断面
図である。 1……L形金具、1a……L形金具の縦片、1b……L形金
具の横片、 2……平板部、3……突条部、4……嵌合溝、5……ネ
ジ孔、6……組立金具、 7……四角管状鉄骨柱、8……ボルト孔、9……仮止め
ボルト、10……空隙、 11……溶接孔、12……溶着金属、13……鉄骨梁、14……
スプリットテイー、 15……高力ボルト。
FIG. 1 is a perspective view of an L-shaped metal fitting, and FIGS. 2 (a) and 2 (b) are cross-sectional views and AA of a square tubular steel column in which an assembly metal fitting is inserted.
Sectional views, FIGS. 3 (a) and 3 (b), show each of the L-shaped metal fittings of the assembly metal fittings in a state in which the flat plate portion is brought into close contact with the inner surface of the square tubular steel frame pillar by pulling the L-shaped metal fittings toward the square tubular steel frame pillar side. Sectional drawing and BB sectional view, FIG. 4 is a sectional view of a square tubular steel frame column at the time of electroslag welding, and FIGS. 5 (a) and 5 (b) are sectional views of a rectangular tubular steel frame column joined with a steel beam and It is CC sectional drawing. 1 ... L-shaped metal fittings, 1a ... vertical piece of L-shaped metal fittings, 1b ... horizontal piece of L-shaped metal fittings, 2 ... flat plate part, 3 ... projection part, 4 ... fitting groove, 5 ... Screw hole, 6 ... Assembly metal fitting, 7 ... Square tubular steel column, 8 ... Bolt hole, 9 ... Temporary fixing bolt, 10 ... Void, 11 ... Weld hole, 12 ... Weld metal, 13 ... Steel beam, 14 ……
Split Tee, 15 …… High-strength bolt.

───────────────────────────────────────────────────── フロントページの続き (72)発明者 富田 昭夫 東京都港区元赤坂1丁目2番7号 鹿島 建設株式会社内 (72)発明者 本間 完介 東京都港区元赤坂1丁目2番7号 鹿島 建設株式会社内 ─────────────────────────────────────────────────── ─── Continuation of the front page (72) Inventor Akio Tomita 1-2-7 Moto-Akasaka, Minato-ku, Tokyo Kashima Construction Co., Ltd. (72) Inventor Kansuke Honma 1-2-7 Moto-Akasaka, Minato-ku, Tokyo Kashima Construction Co., Ltd.

Claims (1)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】(A)複数個のネジ孔を有する平板部とこ
の平板部と断面がT形を形成するように突設された突状
部とを有する縦片と、この縦片の下端に側面がL形に突
設され、該L形の底部に前記突条部が嵌合可能な嵌合溝
を有する横片とを有するL形金具の四個を前記突状部と
前記嵌合溝とを順次嵌合して閉鎖状に組み立てられた四
角形組立金具を四角管状鉄骨柱内の所定の位置に挿入す
る工程、(B)四角管状鉄骨柱の側面に穿孔されたボル
ト孔を通して四角管状鉄骨柱表面から平板部のネジ孔に
仮止めボルトを螺合して四角形組立金具を構成する各L
形金具を四角管状鉄骨柱側に引き寄せて各L形金具の平
板部を四角管状鉄骨柱の内面に仮固定する工程、(C)
(B)の工程により四角形組立金具を構成する各L形金
具の嵌合溝と突条部との間に形成された空隙を四角管状
鉄骨柱の側面に穿孔された溶接孔を通してエレクトロス
ラグ溶接する工程、(D)仮止めボルトを外した後、鉄
骨梁端部に取付けたスプリットティーをL形金具平板部
に高力ボルトにより連結する工程、よりなる四角管状鉄
骨柱と鉄骨梁との接合方法。
1. A vertical piece having a flat plate portion having a plurality of screw holes, a projecting portion projecting from the flat plate portion so as to form a T-shaped cross section, and a lower end of the vertical piece. The four side surfaces of the L-shaped metal fitting are provided with an L-shaped side surface, and a lateral piece having a fitting groove on the bottom of the L-shaped shape to which the protrusion can be fitted. Inserting a rectangular assembly metal fitting, which is assembled into a closed shape by sequentially fitting the grooves, into a predetermined position in the square tubular steel column, (B) a square tubular shape through a bolt hole formed in the side surface of the square tubular steel column Each L that composes a square assembly bracket by screwing a temporary fixing bolt from the surface of the steel column to the screw hole of the flat plate
(C) a step of pulling the brackets toward the square tubular steel column side and temporarily fixing the flat plate portion of each L-shaped bracket to the inner surface of the square tubular steel column
By the process of (B), electroslag welding is performed through a welding hole formed in the side surface of the square tubular steel column through a gap formed between the fitting groove of each L-shaped metal fitting forming the rectangular assembly metal fitting and the protruding portion. Step (D), after removing the temporary fixing bolt, connecting the split tee attached to the end of the steel beam to the flat plate portion of the L-shaped metal fitting with a high-strength bolt, which is a joining method of a square tubular steel column and a steel beam .
JP2289324A 1990-10-26 1990-10-26 Joining method of square tubular steel column and steel beam Expired - Lifetime JP2560907B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2289324A JP2560907B2 (en) 1990-10-26 1990-10-26 Joining method of square tubular steel column and steel beam

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2289324A JP2560907B2 (en) 1990-10-26 1990-10-26 Joining method of square tubular steel column and steel beam

Publications (2)

Publication Number Publication Date
JPH04161627A JPH04161627A (en) 1992-06-05
JP2560907B2 true JP2560907B2 (en) 1996-12-04

Family

ID=17741723

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2289324A Expired - Lifetime JP2560907B2 (en) 1990-10-26 1990-10-26 Joining method of square tubular steel column and steel beam

Country Status (1)

Country Link
JP (1) JP2560907B2 (en)

Also Published As

Publication number Publication date
JPH04161627A (en) 1992-06-05

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