JPH0740564Y2 - Connection fittings in steel structure - Google Patents

Connection fittings in steel structure

Info

Publication number
JPH0740564Y2
JPH0740564Y2 JP1992092842U JP9284292U JPH0740564Y2 JP H0740564 Y2 JPH0740564 Y2 JP H0740564Y2 JP 1992092842 U JP1992092842 U JP 1992092842U JP 9284292 U JP9284292 U JP 9284292U JP H0740564 Y2 JPH0740564 Y2 JP H0740564Y2
Authority
JP
Japan
Prior art keywords
fitting
piece
vertical piece
connecting fitting
bottom piece
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
JP1992092842U
Other languages
Japanese (ja)
Other versions
JPH0654805U (en
Inventor
次雄 中嶋
Original Assignee
コンドーテック株式会社
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 コンドーテック株式会社 filed Critical コンドーテック株式会社
Priority to JP1992092842U priority Critical patent/JPH0740564Y2/en
Publication of JPH0654805U publication Critical patent/JPH0654805U/en
Application granted granted Critical
Publication of JPH0740564Y2 publication Critical patent/JPH0740564Y2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Landscapes

  • Load-Bearing And Curtain Walls (AREA)
  • Joining Of Building Structures In Genera (AREA)

Description

【考案の詳細な説明】[Detailed description of the device]

【0001】[0001]

【産業上の利用分野】本考案は、鉄骨構造における胴ブ
チと柱、あるいはモヤとトラス等の鉄骨同士を連結する
際に用いられる連結金具に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a connecting fitting used for connecting steel frames such as a trunk and a pillar in a steel structure or a hull and a truss.

【0002】[0002]

【従来の技術】従来、前記のような鉄骨構造において柱
に胴ブチを連結したり、あるいはトラスにモヤを連結し
たりする場合には、図8に示すような連結金具Aが用い
られていた。この連結金具Aは、鉄板をL形に屈曲成形
した底片aと縦片bとから構成されており、前記縦片b
には、連結ボルトを挿通するボルト孔cが形成されてい
る。そして、この連結ボルトAを用いて柱やトラスに対
して胴ブチやモヤを連結するには、先ず連結金具Aにお
ける底片a部分を胴ブチやモヤを連結すべき柱やトラス
の所定の位置に溶接にて固定し、この固定された連結金
具Aの縦片bと胴ブチやモヤとをボルトにて連結固定し
た後、前記胴ブチやモヤに対してフックボルトにより壁
材や屋根材を取り付けるものである。
2. Description of the Related Art Conventionally, in the above-mentioned steel frame structure, when connecting a body to a column or connecting a mower to a truss, a connecting metal fitting A as shown in FIG. 8 has been used. . The connecting metal fitting A is composed of a bottom piece a and a vertical piece b formed by bending an iron plate into an L shape.
A bolt hole c for inserting the connecting bolt is formed therein. Then, in order to connect the trunk or moire to the pillar or truss by using the connecting bolt A, first place the bottom piece a portion of the connecting fitting A at a predetermined position of the pillar or truss to which the trunk or moire is to be connected. After fixing by welding and connecting and fixing the vertical piece b of the fixed connecting metal fitting A to the trunk and moya by bolts, the wall material and roof material are attached to the trunk and moya by hook bolts. It is a thing.

【0003】[0003]

【考案が解決しようとする課題】前記のような従来のL
形連結金具Aは、一般に金属板を折り曲げて成形されて
いるが、連結すべき鉄骨等の荷重を支持しうる強度を付
与するためにはある程度の厚さが必要である。しかしな
がら、金属板の厚みが増すにしたがって、屈曲した際の
底片aと縦片bとの屈曲部分のアールは大きくなり、屈
曲部分の外面が丸くなる。このため、底片aの長さwが
短いと重心が高くて全体のバランスが悪くなることか
ら、例えばこの連結金具をトラス上に載置して溶接する
際に、連結金具Aが縦片bの外側に向かって倒れやす
く、位置決めや溶接作業が困難となる。このため、底片
aの長さwは、ある程度大きな長さに設定する必要があ
った。
[Problems to be Solved by the Invention]
The shape-connecting metal fitting A is generally formed by bending a metal plate, but it needs a certain thickness in order to provide strength capable of supporting a load such as a steel frame to be connected. However, as the thickness of the metal plate increases, the radius of the bent portion of the bottom piece a and the vertical piece b when bent becomes large, and the outer surface of the bent portion becomes round. For this reason, when the length w of the bottom piece a is short, the center of gravity is high and the overall balance becomes poor. For example, when this connection fitting is placed on a truss and welded, the connection fitting A is separated from the vertical piece b. It easily falls toward the outside, making positioning and welding work difficult. For this reason, the length w of the bottom piece a needs to be set to a relatively large length.

【0004】また、前記のようにトラスや柱に固定され
た連結金具Aとモヤや胴ブラとは、連結金具Aとモヤあ
るいは胴ブラのそれぞれに形成されたボルト孔部分にボ
ルトを通して連結されるが、このボルト孔は予め設定さ
れた所定の間隔毎で胴ブラやモヤに穿設されている。と
ころが、これらを連結する側の各トラスや各柱の間隔は
必ずしも設計どうりにはならない場合があることから、
トラスや柱に連結金具Aを溶接して固定する場合に、隣
接する各トラスや各柱間の実際の間隔を、それらに予め
設けられたケガキ線等で測定し、モヤや胴ブチに設けら
れたボルト孔の位置との寸法差を補正をして連結金具A
の溶接位置を決める必要があるが、この連結金具Aの位
置決め作業は非常に手間の係るものであった。また、こ
の連結金具Aの場合、底片aと縦片bとの屈曲部のアー
ルが大きいことから、この連結金具Aの位置決めのため
に柱やトラス上に引かれた基準線Yに、縦片bの前面を
併せることも難しく、隣接する各柱やトラスのそれぞれ
に溶接される連結金具Aを一直線上に並べることも困難
である。
Further, as described above, the connecting fitting A fixed to the truss or the pillar and the fog or body bra are connected through bolts to the bolt hole portions formed in the connecting fitting A and the fog or body bra, respectively. However, the bolt holes are formed in the body bra and haze at predetermined intervals. However, since the intervals between the trusses and the columns that connect them may not always be as designed,
When connecting and fixing the metal fitting A to the truss or pillar, measure the actual spacing between adjacent trusses or pillars with marking lines, etc. provided in advance on the trusses or pillars. Correcting the dimensional difference from the position of the bolt holes
Although it is necessary to determine the welding position of No. 2, the positioning work of the connecting metal fitting A was very troublesome. Further, in the case of this connecting metal fitting A, since the bent portion of the bottom piece a and the vertical piece b has a large radius, the vertical piece is attached to the reference line Y drawn on the pillar or truss for positioning the connecting metal fitting A. It is also difficult to combine the front faces of b with each other, and it is also difficult to arrange the connecting fittings A to be welded to the adjacent columns and trusses in a straight line.

【0005】更に、上記のような従来の連結金具Aの場
合には、鉄板等を単に底片aと縦片bとにL形に屈曲成
形しただけのものであることから、底片aと縦片bとの
屈曲角度が、この連結金具Aにより連結されるヤモや胴
ブチ、更にはこれらに取り付けられる屋根材や壁材の重
量により経時的に変化するおそれ等もあった。
Further, in the case of the conventional connecting metal fitting A as described above, since an iron plate or the like is simply bent and formed into an L-shape on the bottom piece a and the vertical piece b, the bottom piece a and the vertical piece. There is also a possibility that the bending angle with respect to b may change with time depending on the weight of the yam or body buttocks connected by the connecting metal fitting A, and the weight of the roof material or wall material attached to these.

【0006】そこで本考案では、上記のような従来の鉄
骨構造におけるL形の連結金具の問題点に鑑み、底片の
長さが短くとも倒れ難く、底片の長さを短くすることに
より材料費を合理化することができ、また、トラスや柱
等への溶接位置の位置決め作業を容易とするとともに、
強度が大きく連結されるべき鉄骨等の荷重がかかっても
底片と縦片とを一定の屈曲角度に維持しうるようになし
た鉄骨構造における連結金具を提供せんとするものであ
る。
Therefore, in the present invention, in view of the problem of the L-shaped connecting fitting in the conventional steel frame structure as described above, even if the length of the bottom piece is short, it is difficult to fall down, and the material cost is reduced by shortening the length of the bottom piece. It can be rationalized, and facilitates positioning of welding positions on trusses, columns, etc.
It is intended to provide a connecting fitting in a steel frame structure capable of maintaining the bottom piece and the vertical piece at a constant bending angle even if a load such as a steel frame to be connected with high strength is applied.

【0007】[0007]

【課題を解決するための手段】上記の目的を達成するた
めの本考案に係る鉄骨構造における連結金具は、L形に
屈曲形成して底片と縦片とからなる連結金具において、
屈曲部の外面に底片の延長線上に、底片と縦片との屈曲
部の内面側から外面側に向かってプレス成形により凹孔
を形成することで屈曲部の外面に支持突部を突設してな
ることを特徴とするものである。
Was to achieve the above object, there is provided a means for solving]
The connecting fitting in the steel structure according to the present invention is
In a connecting metal fitting formed by bending and forming a bottom piece and a vertical piece,
Bending of the bottom piece and the vertical piece on the extension of the bottom piece on the outer surface of the bent part
A concave hole is formed by press molding from the inner surface side to the outer surface side.
To form a support protrusion on the outer surface of the bent portion.
It is characterized by that.

【0008】前記の連結金具においては、縦片にボルト
孔を形成するとともに、該ボルト孔の位置を基準として
位置決め用の目印を設けることができる。
In the above-mentioned connecting fitting, the vertical piece is a bolt.
A hole is formed and the position of the bolt hole is used as a reference.
A positioning mark can be provided.

【0009】[0009]

【作用】上記のような本考案に係る連結金具は、底片と
縦片との屈曲部の外側に突設した支持突部により、連結
金具が縦片の外側に向かって倒れることを防止し、安定
した立起状態を維持しうる。しかも、支持突部を設ける
にあたっては、底片と縦片との屈曲部の内側から外側に
向かってプレス成形により凹孔を形成することで、該凹
孔の分だけ屈曲部の金属板が外面側に向かって突出し、
もって支持突部を簡単に形成することができる。
The above-described connecting fitting according to the present invention prevents the connecting fitting from falling toward the outside of the vertical piece by the supporting projections protruding from the bent portions of the bottom piece and the vertical piece. A stable standing state can be maintained. Moreover, the support protrusion is provided.
To do this, from the inside of the bent part of the bottom piece and the vertical piece to the outside
By forming a concave hole by press molding toward the
The metal plate of the bent part projects toward the outer surface side by the amount of the hole,
Therefore, the support protrusion can be easily formed.

【0010】次に、この連結金具の縦片にボルト孔と該
ボルト孔を基準として位置決め用の目印を設けたものに
あっては、鉄骨構造における隣接する各トラスや柱等の
実際の間隔をそれらに設けられたケガキ線等により測定
し、この実測値と、これらに連結すべきモヤや胴ブチに
形成されたボルト孔の位置との寸法誤差を確認したうえ
で、トラスや柱への連結金具の溶接位置を前記トラスや
柱のケガキ線を基準として連結金具に設けた位置決め用
目印の位置をズラして位置補正することで、連結金具の
溶接位置の位置決めを行う。
Next, in the case where the vertical piece of the connecting fitting is provided with a bolt hole and a positioning mark based on the bolt hole, the actual intervals between adjacent trusses and columns in the steel frame structure are set. Measure it with marking lines etc. provided on them, check the dimensional error between this measured value and the position of the bolt holes formed in the hull and body to be connected to these, and then connect it to the truss or pillar The welding position of the metal fitting is determined by shifting the position of the positioning mark provided on the metal fitting with respect to the welding position of the metal fitting based on the marking line of the truss or pillar.

【0011】[0011]

【実施例】以下、図面に示した実施例に基づいて本考案
を更に詳細に説明する。図1は本考案に係る連結金具1
を用いて屋根のトラス2上にモヤ3を連結し、これにス
レート板4を取り付けて屋根を構築する様子を示すもの
であり、図2はその連結部分を示す要部の縦断面図であ
る。
DESCRIPTION OF THE PREFERRED EMBODIMENTS The present invention will be described in more detail with reference to the embodiments shown in the drawings. FIG. 1 is a connecting fitting 1 according to the present invention.
Fig. 2 is a longitudinal sectional view of a main part showing the connecting portion, in which the moire 3 is connected to the truss 2 of the roof by using, and the slate plate 4 is attached to this. .

【0012】この場合の作業手順は以下のとおりであ
る。即ち、先ずH鋼よりなる各トラス2・・上の所定の
位置に本考案に係る連結金具1を直線状に並べて溶接に
より固定する。次に、各トラス2・・上に並べた連結金
具1・・にわたってC字鋼よりなるモヤ3を添設し、連
結金具1およびモヤ3に予め形成されたボルト孔11、
および31部分に固定ボルト5を挿通させてナット6に
より締結することで、トラス2とモヤ3とを連結金具1
を介して連結固定する。そして、螺軸72に予めアスフ
ァルトフェルト製のワッシャ8を挿通し、その上にナッ
ト9を軽く螺着したフックボルト7先端の鉤状部71
を、屋根を構成する波板状のスレート板4の尾根部分に
設けた孔41から挿入してモヤ3の屈曲部32に該フッ
クボルト7先端の鉤状部71を係止した後、ナット9を
締め付けてモヤ3に対してフックボルト7によりスレー
ト板4を取り付けることで、屋根が構築されるのであ
る。この場合、前記のように予めフックボルト7をスレ
ート板4の孔41に挿通して仮止めしておき、このフッ
クボルト7先端の鉤状部71をモヤ3に係止させること
で、このスレート板4のモヤ3への取り付け作業は一人
で行うことができる。
The work procedure in this case is as follows. That is, first, the connecting fittings 1 according to the present invention are linearly arranged at a predetermined position on each truss 2 made of H steel and fixed by welding. Next, a moire 3 made of C-shaped steel is additionally provided over the connecting fittings 1 ... Arranged on each truss 2, and the bolt holes 11, which are formed in advance in the connecting fitting 1 and the fog 3,
By inserting the fixing bolt 5 into the and 31 parts and fastening them with the nut 6, the truss 2 and the fog 3 are connected to the fitting 1
Connect and fix via. Then, a washer 8 made of asphalt felt is inserted into the screw shaft 72 in advance, and a nut 9 is lightly screwed onto the washer 8 so that the hook-shaped portion 71 at the tip of the hook bolt 7 is formed.
Is inserted through a hole 41 provided in the ridge portion of the corrugated plate-shaped slate plate 4 that constitutes the roof, and the hook-shaped portion 71 at the tip of the hook bolt 7 is locked to the bent portion 32 of the fog 3 and then the nut 9 The roof is constructed by tightening the and fixing the slate plate 4 to the fog 3 with the hook bolts 7. In this case, as described above, the hook bolt 7 is inserted into the hole 41 of the slate plate 4 in advance and temporarily fixed thereto, and the hook-shaped portion 71 at the tip of the hook bolt 7 is locked to the fog 3 to make this slate. The work of attaching the plate 4 to the fog 3 can be performed by one person.

【0013】前記の連結金具1の詳細は、図3〜図6に
示される。この連結金具1は、金属板を略直角に屈曲成
形して底片12と縦片13によりL形に構成されてい
る。前記縦片13部分にはボルト孔11が形成されてい
る。前記底片12と縦片13との屈曲部分14は、連結
金具1の板厚が厚くなるほどアールが大きく屈曲部分1
4の外面が丸くなる。従って、底片12の長さW1が縦
片13の長さW2に較べて短く重心が高い場合には、縦
片13が外側に倒れやすく、この連結金具1をトラス2
上に溶接する際の位置決め、および溶接作業がやり難
い。そこで、本考案では、連結金具1においては、前記
底片12と縦片13との屈曲部分14の幅方向における
略中央部分の外面側に、底片12の延長線X上に突出す
る支持突部15を突設することで、縦片13を底片12
およびこの支持突部15によりその両側から支持するこ
とで縦片13が倒れるのを防止するように構成してな
る。また、図例の連結金具1の場合、前記支持突部15
は屈曲部分14から前方へ突出して縦片13の前面と略
一致しているので、図3に示すようにトラス2上に引か
れた連結金具1の位置決め用基準線Yに対して縦片13
の前面を簡単、かつ確実に合わせることができ、隣接す
る各トラス2・・に溶接される連結金具1を容易に一直
線上に配置することができる。更に、図例の連結金具1
においては、底片12と縦片13との隅角部、即ち屈曲
部分14の内側の前記支持突部15の両側位置に底片1
2と縦片13とにわたってリブ16、16を形成するこ
とで補強して、底片12と縦片13との屈曲角度が、こ
の連結金具1により連結されるモヤ3やスレート板4の
荷重によって経時的に変化することを防止可能としてな
る。
Details of the connecting fitting 1 are shown in FIGS. The connecting fitting 1 is formed by bending a metal plate at a substantially right angle to form an L-shape with a bottom piece 12 and a vertical piece 13. A bolt hole 11 is formed in the vertical piece 13 portion. The bent portion 14 of the bottom piece 12 and the vertical piece 13 has a larger radius as the plate thickness of the connecting fitting 1 becomes thicker.
The outer surface of 4 becomes round. Therefore, when the length W1 of the bottom piece 12 is shorter than the length W2 of the vertical piece 13 and the center of gravity is high, the vertical piece 13 is prone to fall outward, and the connecting metal fitting 1 is used for the truss 2
Positioning and welding work on top is difficult. In view of this, in the present invention, in the connecting fitting 1, the support projection 15 that protrudes on the extension line X of the bottom piece 12 is provided on the outer surface side of the substantially central portion in the width direction of the bent portion 14 of the bottom piece 12 and the vertical piece 13. By vertically projecting the vertical piece 13
Also, by supporting the support projections 15 from both sides thereof, the vertical piece 13 is prevented from falling. Further, in the case of the connecting fitting 1 of the illustrated example, the supporting projection 15
Is projected from the bent portion 14 and substantially coincides with the front surface of the vertical piece 13, so that the vertical piece 13 is aligned with the positioning reference line Y of the connecting fitting 1 drawn on the truss 2 as shown in FIG.
It is possible to easily and surely match the front surfaces of the connecting members, and the connecting fittings 1 welded to the adjacent trusses 2 can be easily arranged in a straight line. Further, the connecting fitting 1 in the illustrated example
In the corners of the bottom piece 12 and the vertical piece 13, that is, at both sides of the support projection 15 inside the bent portion 14, the bottom piece 1 is provided.
2 and the vertical piece 13 are reinforced by forming ribs 16, 16 so that the bending angle between the bottom piece 12 and the vertical piece 13 may be changed by the load of the fog 3 and the slate plate 4 connected by the connecting fitting 1. It is possible to prevent a change in the value.

【0014】前記の連結金具1は、例えば下記のような
手順で作成される。先ず、金属板を底片12と縦片13
とを加えた長さに切断する。この金属板の切断と同時
に、あるいは切断した後の金属板の縦片13部分にボル
ト孔11を穿設する。このボルト孔11を設けた金属板
を底片12と縦片13とに略直角に屈曲成形すると同時
に、屈曲部分14の外側からプレスにより凹溝16’、
16’ を形成することで屈曲部分14の内側に位置す
る底片12と縦片13との間にわたってリブ16、16
が突設されて、底片12と縦片13とでL形の連結金具
1が構成される。更に、前記のようにL形に構成された
連結金具1の屈曲部分14の内側から外側に向かってプ
レスにより凹孔15’を形成することで、屈曲部分14
の外側に支持突部15が突設される。このように、支持
突部15およびリブ16、16は、これを突設すべき部
分の反対面側からプレスすることにより、簡単に形成す
ることができるのである。
The above-mentioned connecting fitting 1 is produced, for example, by the following procedure. First, a metal plate is used for the bottom piece 12 and the vertical piece 13.
Cut to length with and. Simultaneously with or after cutting the metal plate, bolt holes 11 are formed in the vertical piece 13 of the metal plate. The metal plate provided with the bolt holes 11 is bent and formed into a bottom piece 12 and a vertical piece 13 at substantially right angles, and at the same time, a groove 16 ′ is pressed from the outside of the bent portion 14 by pressing.
16 'to form ribs 16, 16 extending between the bottom piece 12 and the vertical piece 13 located inside the bent portion 14.
And the bottom piece 12 and the vertical piece 13 form an L-shaped connecting fitting 1. Further, by forming a concave hole 15 'from the inside to the outside of the bent portion 14 of the connecting fitting 1 configured in the L shape as described above, the bent portion 14 is formed.
A support protrusion 15 is provided on the outer side of the. As described above, the support projection 15 and the ribs 16 and 16 can be easily formed by pressing the support projection 15 and the ribs 16 and 16 from the side opposite to the portion where the projection is to be provided.

【0015】この連結金具1は、先に述べたようにトラ
ス2上に溶接にて固着して、連結金具1に設けたボルト
孔11とモヤ3に設けたボルト孔31とを一致させて固
定ボルト5を挿通するものであるが、この場合におい
て、モヤ3のボルト孔31は予め所定の位置に穿設され
ているが、トラス2は、各種鉄骨部材を組み合わせによ
り屋根部分に構築されるものであることから、隣接する
トラス2、2間の間隔は必ずしも設計値どおりにならな
い場合がある。そのような場合、トラス2に対して連結
金具1を画一的に溶接してしまうと、隣接するトラス
2、2に固着された連結金具1、1のボルト孔11とモ
ヤ3に設けられたボルト孔31との位置がズレてしま
い、モヤ3を連結できなくなるため、トラス2に対する
連結金具1の固定位置を、モヤ3に設けたボルト孔31
の位置に応じて補正する必要がある。そこで本考案で
は、前記連結金具1の縦片13の外面に、該縦片13に
設けたボルト孔11の位置を基準にして位置決めの際の
目安となる目印として縦線17を刻設している。そし
て、連結金具1をトラス2上に溶接固定する場合には、
図7に示すように、隣接するトラス2、2間の実際の間
隔Dをそれらに予め設けたケガキ線等の位置により測定
し、このトラス2、2間の実測値Dとモヤ3に予め設け
られたボルト孔31、31間の間隔dとを比較し、その
両者の差、即ち(D−d)の距離だけ連結金具1をトラ
ス2上で左右に移動させて隣接するトラス2、2上に固
定される連結金具1、1間の間隔をモヤ3のボルト孔3
1、31に応じて補正することで、連結金具1の位置決
めを容易に行うことができ、トラス2に対して連結金具
1を介してモヤ3を確実に連結可能としてなるものであ
る。
As described above, the connecting fitting 1 is fixed to the truss 2 by welding so that the bolt holes 11 provided in the connecting fitting 1 and the bolt holes 31 provided in the fog 3 are aligned and fixed. Although the bolt 5 is inserted, in this case, the bolt hole 31 of the fog 3 is pre-drilled at a predetermined position, but the truss 2 is constructed on the roof portion by combining various steel frame members. Therefore, the space between the adjacent trusses 2 may not always be the designed value. In such a case, if the connecting fitting 1 is uniformly welded to the truss 2, the connecting fittings 1 and 1 fixed to the adjacent trusses 2 and 2 are provided in the bolt holes 11 and the fog 3 respectively. Since the position of the bolt 3 is displaced and the mower 3 cannot be connected, the fixing position of the connecting fitting 1 to the truss 2 is set to the bolt hole 31 provided in the mower 3.
It is necessary to correct according to the position of. Therefore, in the present invention, a vertical line 17 is engraved on the outer surface of the vertical piece 13 of the connecting fitting 1 as a mark for positioning when the bolt hole 11 provided in the vertical piece 13 is used as a reference. There is. Then, when the connection fitting 1 is welded and fixed onto the truss 2,
As shown in FIG. 7, the actual distance D between the adjacent trusses 2 and 2 is measured by the position of the marking line or the like provided in advance on them, and the measured value D between the trusses 2 and 2 and the mister 3 are provided in advance. The distance d between the bolt holes 31, 31 is compared, and the difference between the bolt holes 31, 31 is moved to the left or right on the truss 2 by the distance (D−d). The space between the fittings 1 and 1 fixed to the
By making corrections according to Nos. 1 and 31, it is possible to easily position the connecting fitting 1 and reliably connect the fog 3 to the truss 2 via the connecting fitting 1.

【0016】尚、上記実施例においては、支持突部15
は屈曲部分14の中央部分の1箇所のみに設けた場合を
示したが、連結金具1の幅が長くなる場合には、この支
持突部15を複数箇所に設けることもでき、またリブ1
6の数も連結金具1の幅に応じて増減すればよい。更
に、位置決め用の目印は、実施例のような縦線17でな
く、単に点を刻設するだけでもよい。
In the above embodiment, the support projection 15
Shows the case where it is provided only at one place in the central portion of the bent portion 14, but when the width of the connecting fitting 1 becomes long, this supporting projection 15 can be provided at a plurality of places, and the rib 1
The number of 6 may be increased or decreased according to the width of the connecting fitting 1. Further, the positioning mark may be simply a dot rather than the vertical line 17 as in the embodiment.

【0017】また、図示した実施例では、屋根を構築す
る場合についてのみ説明したが、柱に胴ブチを連結し、
これに壁材を取り付けて壁面を構築するに際しても、本
連結金具1を用いることで、簡単に位置決めして連結作
業を迅速に行うことができ、また、連結金具1の強度が
大きく、連結される胴ブチや壁材の重量により変形する
こともないのである。
Further, in the illustrated embodiment, only the case of constructing a roof has been described, but the body is connected to the pillar,
Even when a wall material is attached to this and a wall surface is constructed, by using this connecting fitting 1, positioning can be performed easily and the connecting work can be performed quickly, and the strength of the connecting fitting 1 is large and the connecting work can be performed. It does not deform due to the weight of the body or wall material.

【0018】[0018]

【考案の効果】上記のように本考案に係る連結金具によ
れば、底片と縦片とでL形に構成される連結金具の屈曲
部の外側に支持突部を設けるだけの極めて簡単な構造で
連結金具の転倒を防止することができ、底片の長さを短
くすることで材料費の合理化を可能とする。しかも、支
持突部を設けるにあたっては、底片と縦片との屈曲部の
内側から外側に向かってプレス成形により凹孔を形成す
ることで、該凹孔の分だけ屈曲部の金属板が外面側に向
かって突出させることができるので、支持突部を大変簡
単に形成することができる。更に、位置決め用の目印を
入れたものにおいては、連結される鉄骨等に予め形成さ
れた連結用のボルト孔の位置に応じて簡単に連結金具の
位置を補正することができ、鉄骨構造における連結部分
の連結作業を迅速に行うことができるのである。
As described above, according to the connecting fitting according to the present invention, a very simple structure is provided in which the supporting protrusion is provided outside the bent portion of the connecting fitting which is formed into an L shape by the bottom piece and the vertical piece. Can prevent the metal fittings from falling over, and shortening the length of the bottom piece enables rationalization of material costs. Besides,
When providing the projecting part, the bent part of the bottom piece and the vertical piece
Form a concave hole by press molding from the inside to the outside
This allows the bent metal plate to face the outer surface side by the amount of the recessed hole.
Since it can be made to project once, the support protrusion is very simple.
It can simply be formed. Further, in the case where the positioning mark is provided, the position of the connecting fitting can be easily corrected according to the position of the connecting bolt hole previously formed in the connected steel frame or the like, and the connection in the steel frame structure can be achieved. The work of connecting the parts can be performed quickly.

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

【図1】 本考案に係る連結金具を用いて屋根を構築す
る様子を示す分解斜視図。
FIG. 1 is an exploded perspective view showing how a roof is constructed using a connecting fitting according to the present invention.

【図2】 前記屋根における連結部分の要部拡大縦断面
図。
FIG. 2 is an enlarged vertical cross-sectional view of a main part of a connecting portion of the roof.

【図3】 連結金具を正面側から見た斜視図。FIG. 3 is a perspective view of the connecting fitting viewed from the front side.

【図4】 連結金具を背面側から見た斜視図。FIG. 4 is a perspective view of the connecting fitting viewed from the rear side.

【図5】 連結金具の中央縦断側面図。FIG. 5 is a central longitudinal side view of the connecting fitting.

【図6】 連結金具の屈曲部分の拡大側面図。FIG. 6 is an enlarged side view of a bent portion of the connecting fitting.

【図7】 トラス上の連結金具と、これに連結すべきモ
ヤとの位置決めの様子を示す説明図。
FIG. 7 is an explanatory view showing a state of positioning the connecting fitting on the truss and the fog to be connected to the connecting fitting.

【図8】 従来の連結金具の1例を示す斜視図。FIG. 8 is a perspective view showing an example of a conventional connecting fitting.

【符号の説明】[Explanation of symbols]

1 連結金具 2 トラス 3 モヤ 4 スレート板 5 固定ボルト 6 ナット 7 フックボルト 8 ワッシャ 9 ナット 11 ボルト孔 12 底片 13 縦片 14 屈曲部分 15 支持突部 16 リブ 17 縦線 1 Connecting Metal Fitting 2 Truss 3 Moya 4 Slate Plate 5 Fixing Bolt 6 Nut 7 Hook Bolt 8 Washer 9 Nut 11 Bolt Hole 12 Bottom Piece 13 Vertical Piece 14 Bending Part 15 Supporting Protrusion 16 Rib 17 Vertical Wire

Claims (2)

【実用新案登録請求の範囲】[Scope of utility model registration request] 【請求項1】 L形に屈曲形成して底片と縦片とからな
る連結金具において、屈曲部の外面に底片の延長線上
に、底片と縦片との屈曲部の内面側から外面側に向かっ
てプレス成形により凹孔を形成することで屈曲部の外面
に支持突部を突設してなることを特徴とする鉄骨構造に
おける連結金具。
1. An L-shaped bent piece formed of a bottom piece and a vertical piece.
The connecting metal fitting on the extension of the bottom piece on the outer surface of the bent portion.
From the inner side to the outer side of the bent portion of the bottom piece and the vertical piece.
The outer surface of the bent part can be
A steel frame structure characterized in that a supporting protrusion is provided on the
Connection metal fittings.
【請求項2】 縦片にボルト孔を形成するとともに、該
ボルト孔の位置を基準として位置決め用の目印を設けて
なることを特徴とする請求項1記載の鉄骨構造における
連結金具。
2. Bolt holes are formed in the vertical piece, and
Provide a positioning mark based on the position of the bolt hole
In the steel frame structure according to claim 1, wherein
Connecting fitting.
JP1992092842U 1992-12-26 1992-12-26 Connection fittings in steel structure Expired - Lifetime JPH0740564Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1992092842U JPH0740564Y2 (en) 1992-12-26 1992-12-26 Connection fittings in steel structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1992092842U JPH0740564Y2 (en) 1992-12-26 1992-12-26 Connection fittings in steel structure

Publications (2)

Publication Number Publication Date
JPH0654805U JPH0654805U (en) 1994-07-26
JPH0740564Y2 true JPH0740564Y2 (en) 1995-09-20

Family

ID=14065694

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1992092842U Expired - Lifetime JPH0740564Y2 (en) 1992-12-26 1992-12-26 Connection fittings in steel structure

Country Status (1)

Country Link
JP (1) JPH0740564Y2 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100938464B1 (en) * 2008-01-18 2010-01-25 (주)명성이엔지 Folding type arcade structure capable of fully assembly
JP2020133887A (en) * 2019-02-26 2020-08-31 株式会社マルナカ Connecting bracket

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS57159274A (en) * 1981-03-27 1982-10-01 Hitachi Ltd Method for preventing weld cracking of dissimilar metals

Also Published As

Publication number Publication date
JPH0654805U (en) 1994-07-26

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