JPH09228481A - Connection structure of composite steel frame - Google Patents

Connection structure of composite steel frame

Info

Publication number
JPH09228481A
JPH09228481A JP4151296A JP4151296A JPH09228481A JP H09228481 A JPH09228481 A JP H09228481A JP 4151296 A JP4151296 A JP 4151296A JP 4151296 A JP4151296 A JP 4151296A JP H09228481 A JPH09228481 A JP H09228481A
Authority
JP
Japan
Prior art keywords
composite steel
steel frame
web
connecting plate
holes
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
Application number
JP4151296A
Other languages
Japanese (ja)
Inventor
Minoru Kimijima
穣 君島
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.)
Panasonic Electric Works Co Ltd
Original Assignee
Matsushita Electric Works Ltd
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 Matsushita Electric Works Ltd filed Critical Matsushita Electric Works Ltd
Priority to JP4151296A priority Critical patent/JPH09228481A/en
Publication of JPH09228481A publication Critical patent/JPH09228481A/en
Pending legal-status Critical Current

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Abstract

PROBLEM TO BE SOLVED: To provide a connection structure of a composite steel frame in which the holes of a connection metal tool can be safely and easily positioned in the holes of the web of the composite steel frame and further, the necessary time for processing the fitting holes for the connection metal tool, on the web of the composite steel frame, can be reduced and also the web of the composite steel frame can be reinforced. SOLUTION: In the connection structure of a composite steel frame, the composite steel frames 3a, 3b in which wooden materials 12 are attached to the outside face of the upper and lower flanges of a wide flange shape steel 1 are connected to each other with a connection plate 4. A longitudinally extending groove 2 is formed in at least one inside face of the upper and lower flanges of the wide flange shape steel 1 of the composite steel frames 3a, 3b and the connection plate 4 is arranged to freely slide in the groove 2. And holes 6 are formed in the web 10 of the wide flange shape steel 1 of the composite steel frames 3a, 3b and fitting holes 7 are formed on the connection plate 4 to correspond to the holes 6 and positioned to coincide with the holes 6 and fixed together.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【発明の属する技術分野】本発明は、梁等として使用さ
れる複合鉄骨の接合構造に関するものである。
TECHNICAL FIELD The present invention relates to a joint structure of a composite steel frame used as a beam or the like.

【0002】[0002]

【従来の技術】従来のこの種のものは、例えば、図7に
示されるように、H型鋼101の上下フランジの外面側
に木質材料を着設して成る複合鉄骨102aと102b
とを直列に接合する場合には、先ず、平板状の連結金具
103に形成された取り付け孔104aと該取り付け孔
104aに対応する複合鉄骨102aのウエブに形成さ
れた孔の双方にボルト等を挿通し、また、取り付け孔1
04bと該取り付け孔104bに対応する複合鉄骨10
2aのウエブに形成された孔の双方にボルト等を挿通し
て連結金具103と複合鉄骨102aのウエブとを固定
していた。
2. Description of the Related Art A conventional steel frame of this type is, for example, as shown in FIG. 7, a composite steel frame 102a and 102b formed by attaching a wood material to the outer surface of the upper and lower flanges of an H-shaped steel 101.
In the case of joining in series with each other, first insert a bolt or the like into both the mounting hole 104a formed in the flat plate-like coupling fitting 103 and the hole formed in the web of the composite steel frame 102a corresponding to the mounting hole 104a. And mounting hole 1
04b and the composite steel frame 10 corresponding to the mounting hole 104b.
A bolt or the like was inserted through both of the holes formed in the web 2a to fix the connecting fitting 103 and the web of the composite steel frame 102a.

【0003】次いで、連結金具103に形成された取り
付け孔104cと該取り付け孔104cに対応する複合
鉄骨102bのウエブに形成された孔の双方にボルト等
を挿通し、また、取り付け孔104dと該取り付け孔1
04dに対応する複合鉄骨102bのウエブに形成され
た孔の双方にボルト等を挿通して、複合鉄骨102aに
固定された連結金具103と複合鉄骨102bのウエブ
とを固定することにより、複合鉄骨102aと102b
とを直列に接合していた。
Next, bolts and the like are inserted through both the mounting hole 104c formed in the connecting metal fitting 103 and the hole formed in the web of the composite steel frame 102b corresponding to the mounting hole 104c, and the mounting hole 104d and the mounting hole are formed. Hole 1
By inserting bolts or the like into both holes formed in the web of the composite steel frame 102b corresponding to 04d, and fixing the connecting fitting 103 fixed to the composite steel frame 102a and the web of the composite steel frame 102b, the composite steel frame 102a And 102b
And were joined in series.

【0004】また、図8に示されるように、複合鉄骨1
02aと102bとをT字型に接合する場合には、先
ず、ボルト等により、立設片105を有する連結金具1
06と複合鉄骨102aのウエブとを固定し、次いで、
立設片105に形成された孔107と該孔107に対応
する複合鉄骨102bのウエブに形成された孔の双方に
ボルト等を挿通して、複合鉄骨102aに固定された連
結金具106の立設片105と複合鉄骨102bのウエ
ブとを固定することにより、複合鉄骨102aと102
bとをT字型に接合していた。
Further, as shown in FIG. 8, a composite steel frame 1
When the 02a and 102b are joined in a T-shape, first, the connecting fitting 1 having the upright piece 105 is fixed with a bolt or the like.
06 and the web of the composite steel frame 102a are fixed, and then
A bolt or the like is inserted through both the hole 107 formed in the upright piece 105 and the hole formed in the web of the composite steel frame 102b corresponding to the hole 107 to erect the connecting metal fitting 106 fixed to the composite steel frame 102a. By fixing the piece 105 to the web of the composite steel frame 102b, the composite steel frames 102a and 102b
b and T were joined in a T shape.

【0005】[0005]

【発明が解決しようとする課題】しかし、従来例におい
ては、複合鉄骨102のウエブに連結金具103を取り
付けるための孔を開けなければならない。複合鉄骨10
2は件名毎に生産されるため、各々の複合鉄骨102の
ウエブの異なった位置に連結金具103を取り付けるた
めの孔を開けるのは、加工に長時間を要する。また、高
所において、複合鉄骨102のウエブに連結金具103
を取り付ける場合には、連結金具103に形成された取
り付け孔104の位置を対応する複合鉄骨102のウエ
ブの孔の位置に合わせて行わなければならないため、危
険な作業を伴うことになる。
However, in the conventional example, the web of the composite steel frame 102 must be provided with a hole for attaching the connecting fitting 103. Composite steel frame 10
Since 2 is produced for each subject, it takes a long time to process to make holes for attaching the connecting fittings 103 at different positions on the web of each composite steel frame 102. In addition, at a high place, the metal fitting 102 is connected to the web of the composite steel frame 102.
In the case of attaching, the attachment holes 104 formed in the connecting metal fitting 103 must be aligned with the positions of the corresponding holes in the web of the composite steel frame 102, which is dangerous work.

【0006】本発明はこの点に鑑みてなされたものであ
り、連結金具の孔と複合鉄骨のウエブの孔との位置合わ
せが安全且つ容易にできる複合鉄骨の接合構造を提供
し、更には、複合鉄骨のウエブに連結金具を取り付ける
ための孔の加工に要する時間を短縮する事ができると共
に、複合鉄骨のウエブを補強できる複合鉄骨の接合構造
を提供することを目的とするものである。
The present invention has been made in view of this point, and provides a joint structure for a composite steel frame in which alignment between the hole of the connecting fitting and the hole of the web of the composite steel frame can be performed safely and easily, and further, An object of the present invention is to provide a joint structure for a composite steel frame, which can shorten the time required to process a hole for attaching a connecting fitting to the web of the composite steel frame and can reinforce the web of the composite steel frame.

【0007】[0007]

【課題を解決するための手段】本発明の請求項1記載の
複合鉄骨の接合構造は、H型鋼の上下フランジの外面側
に木質材料を着設して成る複合鉄骨同士を連結板で接合
する複合鉄骨の接合構造において、複合鉄骨のH型鋼の
上フランジ又は下フランジの少なくとも一方の内面側に
長手方向に沿った溝を形成し、連結板を前記溝にスライ
ド自在となし、複合鉄骨のH型鋼のウエブに孔を形成す
ると共に、連結板に前記孔に対応する取り付け孔を形成
し、前記孔と前記取り付け孔とを位置合わせして、固定
して成ることを特徴とするものである。
In the joint structure of composite steel frames according to claim 1 of the present invention, the composite steel frames formed by attaching a wood material to the outer surface side of the upper and lower flanges of the H-shaped steel are joined by a connecting plate. In the joint structure of the composite steel frame, a groove along the longitudinal direction is formed on the inner surface side of at least one of the upper flange and the lower flange of the H-shaped steel of the composite steel frame, and the connecting plate is slidable in the groove, and A hole is formed in the web of the shaped steel, an attachment hole corresponding to the hole is formed in the connecting plate, and the hole and the attachment hole are aligned and fixed.

【0008】本発明の請求項2記載の複合鉄骨の接合構
造は、請求項1記載の複合鉄骨の接合構造において、複
合鉄骨をT字型に接合する直交連結板を、連結板に立設
して成ることを特徴とするものである。
According to a second aspect of the present invention, there is provided a joint structure for a composite steel frame according to the first aspect, wherein an orthogonal connecting plate for joining the composite steel frame in a T-shape is erected on the connecting plate. It is characterized by consisting of.

【0009】本発明の請求項3記載の複合鉄骨の接合構
造は、請求項1又は請求項2記載の複合鉄骨の接合構造
において、連結板の高さをH型鋼のウエブの高さと略同
一に形成して成ることを特徴とするものである。
According to a third aspect of the present invention, in the joint structure of the composite steel frame according to the first aspect or the second aspect, the height of the connecting plate is substantially the same as the height of the web of the H-section steel. It is characterized by being formed.

【0010】本発明の請求項4記載の複合鉄骨の接合構
造は、請求項1、請求項2又は請求項3記載の複合鉄骨
の接合構造において、H型鋼のウエブの孔が、長手方向
に沿って一定間隔に複数個形成されて成ることを特徴と
するものである。
According to a fourth aspect of the present invention, there is provided a joint structure for a composite steel frame according to the first aspect, the second aspect, or the third aspect, wherein the H-shaped steel web has holes along the longitudinal direction. It is characterized in that a plurality of them are formed at regular intervals.

【0011】本発明の請求項5記載の複合鉄骨の接合構
造は、請求項1、請求項2又は請求項3記載の複合鉄骨
の接合構造において、H型鋼のウエブに長手方向に沿っ
た長孔を形成して成ることを特徴とするするものであ
る。
According to a fifth aspect of the present invention, there is provided a joint structure for a composite steel frame according to the first aspect, the second aspect or the third aspect, wherein the web of the H-section steel has a long hole along the longitudinal direction. It is characterized by being formed.

【0012】[0012]

【発明の実施の形態】図1は、本発明の一の実施形態で
ある複合鉄骨の接合構造の分解斜視図である。図2は、
同実施形態である複合鉄骨の接合構造に使用される連結
板の斜視図である。図3は、同実施形態である複合鉄骨
の接合構造の断面図である。
DESCRIPTION OF THE PREFERRED EMBODIMENTS FIG. 1 is an exploded perspective view of a joint structure of a composite steel frame which is one embodiment of the present invention. FIG.
It is a perspective view of the connecting plate used for the joint structure of the composite steel frame which is the same embodiment. FIG. 3 is a cross-sectional view of the joint structure of the composite steel frame according to the same embodiment.

【0013】この複合鉄骨の接合構造は、H型鋼1の上
下フランジの外面側に木質材料12を着設して成る複合
鉄骨3a、3b同士を連結板4で接合する複合鉄骨3の
接合構造において、複合鉄骨3のH型鋼1の上フランジ
及び下フランジの内面側に長手方向に沿った凸部13を
形成し、凸部13とH型鋼1のウエブ10とで長手方向
に沿った溝2を形成している。
The joint structure of the composite steel frame is the joint structure of the composite steel frame 3 in which the composite steel frames 3a and 3b formed by attaching the wood material 12 to the outer surface of the upper and lower flanges of the H-shaped steel 1 are joined by the connecting plate 4. , A convex portion 13 along the longitudinal direction is formed on the inner surface side of the upper flange and the lower flange of the H-shaped steel 1 of the composite steel frame 3, and the convex portion 13 and the web 10 of the H-shaped steel 1 form the groove 2 along the longitudinal direction. Is forming.

【0014】そして、連結板4を前記溝2にスライド自
在となし、複合鉄骨3のH型鋼1に複数個の孔6を形成
すると共に、連結板4に前記孔6に対応する取り付け孔
7を形成し、前記孔6と前記取り付け孔7を固定するこ
とにより、複合鉄骨3a、3b同士を接合するものであ
る。
The connecting plate 4 is slidable in the groove 2, a plurality of holes 6 are formed in the H-shaped steel 1 of the composite steel frame 3, and the connecting plate 4 is provided with mounting holes 7 corresponding to the holes 6. By forming and fixing the hole 6 and the mounting hole 7, the composite steel frames 3a and 3b are joined together.

【0015】連結板4は、その上下端部を屈曲させて屈
曲部14を形成している。屈曲部14を形成することに
より、連結板4が溝2に挿入される場合に、H型鋼1の
ウエブ10と上下フランジとの溶接部11を回避し、ス
ムーズに挿入されると共に溝2に沿ってスムーズにスラ
イドするものである。
The connecting plate 4 has its upper and lower ends bent to form a bent portion 14. By forming the bent portion 14, when the connecting plate 4 is inserted into the groove 2, the welded portion 11 between the web 10 of the H-shaped steel 1 and the upper and lower flanges is avoided, and the connecting plate 4 is smoothly inserted and along the groove 2. It slides smoothly.

【0016】また、連結板4の高さをH型鋼1のウエブ
10の高さと略同一に形成しており、これによりH型鋼
1のウエブ10の機械強度を補強することができる。な
お、上フランジの内面側の凸部13と下フランジの内面
側の凸部13とを連続させて一体化させることによって
も、ウエブ10の機械強度を補強することができる。
Further, the height of the connecting plate 4 is formed to be substantially the same as the height of the web 10 of the H-section steel 1, so that the mechanical strength of the web 10 of the H-section steel 1 can be reinforced. The mechanical strength of the web 10 can also be reinforced by continuously integrating the convex portion 13 on the inner surface side of the upper flange and the convex portion 13 on the inner surface side of the lower flange.

【0017】さらに、H型鋼1のウエブ10の複数個の
孔6は、ウエブ10の長手方向に沿って一定間隔に形成
されている。従って、複合鉄骨3は件名毎に生産される
ため、形成される孔6の位置も件名毎に異なるにもかか
わらず、H型鋼1のウエブ10に長手方向に沿った複数
個の孔6を形成することにより、複合鉄骨3a、3b同
士を接合する場合には、複合鉄骨3のウエブ10の一定
間隔の複数個の孔6の中から適切な位置のものを使用す
ればよいため、複合鉄骨3のウエブ10に形成される複
数個の孔6は一定間隔に形成されていれば足りる。
Further, the plurality of holes 6 in the web 10 of the H-section steel 1 are formed at regular intervals along the longitudinal direction of the web 10. Therefore, since the composite steel frame 3 is produced for each subject, a plurality of holes 6 are formed in the web 10 of the H-shaped steel 1 in the longitudinal direction even though the positions of the holes 6 formed are different for each subject. By doing so, when joining the composite steel frames 3a and 3b to each other, it is only necessary to use the webs 10 of the composite steel frame 3 at the proper positions from the plurality of holes 6 at regular intervals. It is sufficient if the plurality of holes 6 formed in the web 10 are formed at regular intervals.

【0018】従って、複合鉄骨3のウエブ10には予め
一定間隔に孔加工を施せばよいため、孔加工に要する時
間を短縮できる。
Accordingly, since the web 10 of the composite steel frame 3 may be preliminarily perforated at regular intervals, the time required for perforation can be shortened.

【0019】なお、孔6はウエブ10の全長にわたり一
定間隔に形成されていてもよいし、複合鉄骨3の接合に
供する部分に一定間隔に形成されていてもよい。
The holes 6 may be formed at regular intervals over the entire length of the web 10, or may be formed at regular intervals in the portion used for joining the composite steel frame 3.

【0020】連結板4の材質は金属、プラスチック等を
使用できる。また、凸部13はH型鋼1と一体的に形成
されたものでもよく、H型鋼1のフランジに後付けされ
たものでもよい。
The connecting plate 4 can be made of metal, plastic or the like. Further, the convex portion 13 may be formed integrally with the H-shaped steel 1 or may be attached to the flange of the H-shaped steel 1 afterwards.

【0021】以下に、図1及び図3に基づいて、この複
合鉄骨の接合構造の施工方法について説明する。先ず、
複合鉄骨3aの溝2に連結板4を挿入して、連結板4を
溝2に沿ってスライドさせて、適切な位置において、複
合鉄骨3aのウエブ10の孔6と、連結板4の取り付け
孔7の位置を合わせる。
A method of constructing the joint structure of the composite steel frame will be described below with reference to FIGS. 1 and 3. First,
The connecting plate 4 is inserted into the groove 2 of the composite steel frame 3a, the connecting plate 4 is slid along the groove 2, and the holes 6 of the web 10 of the composite steel frame 3a and the mounting holes of the connecting plate 4 are placed at appropriate positions. Adjust the position of 7.

【0022】次いで、孔6と取り付け孔7とに、ボルト
等を挿通して連結板4とウエブ10とを固定することに
より、連結板4と複合鉄骨3aとを固定する。
Then, the connecting plate 4 and the composite steel frame 3a are fixed by inserting bolts or the like into the holes 6 and the mounting holes 7 to fix the connecting plate 4 and the web 10.

【0023】この場合には、複合鉄骨3aの溝2に連結
板4を挿入した状態で、連結板4を溝2に沿ってスライ
ドさせて、複合鉄骨3aの孔6と取り付け孔7との位置
合わせができるため、位置合わせが容易にできる。特
に、高所における作業の場合には、安全且つ容易に位置
合わせができる。
In this case, with the connecting plate 4 inserted in the groove 2 of the composite steel frame 3a, the connecting plate 4 is slid along the groove 2 so that the positions of the holes 6 and the mounting holes 7 of the composite steel frame 3a. Since they can be aligned, they can be easily aligned. In particular, when working at a high place, the alignment can be performed safely and easily.

【0024】次いで、複合鉄骨3bを移動させて、複合
鉄骨3bの溝2に複合鉄骨3aに固定された連結板4を
挿入させ、複合鉄骨3bを溝2に沿ってスライドさせ
て、適切な位置において、複合鉄骨3bのウエブ10の
孔6と、連結板4bの取り付け孔7との位置を合わせ
る。
Next, the composite steel frame 3b is moved, the connecting plate 4 fixed to the composite steel frame 3a is inserted into the groove 2 of the composite steel frame 3b, and the composite steel frame 3b is slid along the groove 2 to an appropriate position. At, the holes 6 of the web 10 of the composite steel frame 3b and the mounting holes 7 of the connecting plate 4b are aligned.

【0025】この場合にも、複合鉄骨3bの溝2に連結
板4を挿入した状態で、複合鉄骨3bを溝2に沿ってス
ライドさせて、複合鉄骨3bの孔6と取り付け孔7との
位置合わせができるため、位置合わせが容易にできる。
特に、高所における作業の場合には、安全且つ容易に位
置合わせができる。
Also in this case, with the connecting plate 4 inserted in the groove 2 of the composite steel frame 3b, the composite steel frame 3b is slid along the groove 2 so that the positions of the holes 6 and the mounting holes 7 of the composite steel frame 3b. Since they can be aligned, they can be easily aligned.
In particular, when working at a high place, the alignment can be performed safely and easily.

【0026】次いで、孔6と取り付け孔7とに、ボルト
等を挿通して連結板4bと複合鉄骨3bのウエブ10と
を固定することにより、複合鉄骨3aと複合鉄骨3bと
の固定が完了する。これにより、複合鉄骨3aと複合鉄
骨3bとを直列に接合することができる。
Next, bolts or the like are inserted into the holes 6 and the mounting holes 7 to fix the connecting plate 4b and the web 10 of the composite steel frame 3b, thereby completing the fixation of the composite steel frame 3a and the composite steel frame 3b. . Thereby, the composite steel frame 3a and the composite steel frame 3b can be joined in series.

【0027】図4は、本発明の一の実施形態である複合
鉄骨の接合構造を有する建物の構成図である。図4に示
されるように、この建物は二階建てであり、外壁材15
の内側には、一階の床から軒先部まで連続した通気通路
16が設けられている。なお、複合鉄骨3は一階の天井
裏17と屋根裏18に設置されている。
FIG. 4 is a block diagram of a building having a joint structure of composite steel frames which is an embodiment of the present invention. As shown in FIG. 4, this building is a two-story building, and the outer wall material 15
A ventilation passage 16 that is continuous from the floor on the first floor to the front of the eaves is provided inside. The composite steel frame 3 is installed in the attic 17 and the attic 18 on the first floor.

【0028】この場合には、複合鉄骨3のウエブ10に
形成される複数の孔6の中で、連結板4が取り付けられ
ていない孔6は開放された状態であるため、一階で発生
した湿気を含む空気は一階の天井裏17の複合鉄骨3の
孔6から通気通路16に排出されると共に、二階で発生
した湿気を含む空気は屋根裏18の複合鉄骨3の孔6か
ら軒先部に排出される。即ち、連結板4が取り付けられ
ていない孔6により室内の換気を行うことができる。
In this case, among the plurality of holes 6 formed in the web 10 of the composite steel frame 3, the hole 6 to which the connecting plate 4 is not attached is in an open state, so that it occurs on the first floor. The air containing moisture is discharged to the ventilation passage 16 from the hole 6 of the composite steel frame 3 on the ceiling 17 of the first floor, and the air containing the moisture generated on the second floor flows from the hole 6 of the composite steel frame 3 of the attic 18 to the eaves. Is discharged. That is, it is possible to ventilate the room through the holes 6 to which the connecting plate 4 is not attached.

【0029】図5は、本発明の別の実施形態である複合
鉄骨の接合構造の分解斜視図である。図6は、同実施形
態である複合鉄骨の接合構造に使用される連結板の斜視
図である。この複合鉄骨の接合構造の、図1乃至図3の
場合との相違点は、複合鉄骨3aは、H型鋼1のウエブ
10に長手方向に沿った長孔9を形成しており、複合鉄
骨3aと3bをT字型に接合する直交連結板8を連結板
4に立設していると共に、複合鉄骨3aのH型鋼1の長
孔9に対応する取り付け孔7を連結板4に形成している
点が異なる。その他の構成は図1乃至図3の場合と同様
である。なお、直交連結板8にも、H型鋼1の孔6に対
応する取り付け孔7が形成されている。
FIG. 5 is an exploded perspective view of a joint structure of a composite steel frame which is another embodiment of the present invention. FIG. 6 is a perspective view of a connecting plate used in the joint structure of the composite steel frame according to the same embodiment. The difference between the joint structure of the composite steel frame and the case of FIGS. 1 to 3 is that the composite steel frame 3a has a long hole 9 formed in the web 10 of the H-shaped steel 1 along the longitudinal direction. The orthogonal connecting plate 8 for joining the parts 3 and 3b in a T shape is erected on the connecting plate 4, and the attaching hole 7 corresponding to the long hole 9 of the H-shaped steel 1 of the composite steel frame 3a is formed in the connecting plate 4. The difference is. Other configurations are the same as those in FIGS. 1 to 3. The orthogonal connecting plate 8 also has mounting holes 7 corresponding to the holes 6 of the H-shaped steel 1.

【0030】このように、直交連結板8を備えることに
より、複合鉄骨3aと3bをT字型に接合することがで
きる。また、複合鉄骨3は件名毎に生産されるため、形
成される孔6の位置も件名毎に異なるにもかかわらず、
H型鋼1のウエブ10に長手方向に沿った長孔9を形成
することにより、複合鉄骨3a、3b同士を接合する場
合には、ウエブ10の長孔9の適切な部分を使用すれば
よい。
By providing the orthogonal connecting plate 8 in this manner, the composite steel frames 3a and 3b can be joined in a T-shape. Further, since the composite steel frame 3 is produced for each subject, although the positions of the holes 6 formed are different for each subject,
When the composite steel frames 3a and 3b are joined to each other by forming the long hole 9 along the longitudinal direction in the web 10 of the H-shaped steel 1, an appropriate portion of the long hole 9 of the web 10 may be used.

【0031】従って、複合鉄骨3のウエブ10には予め
長孔加工を施せば足りるため、孔加工に要する時間を短
縮できる。
Therefore, the web 10 of the composite steel frame 3 need only be subjected to the long hole processing in advance, so that the time required for the hole processing can be shortened.

【0032】以下に、図5及び図6に基づいてこの複合
鉄骨の接合構造の施工方法について説明する。先ず、複
合鉄骨3aの溝2に連結板4を挿入して、連結板4を溝
2に沿って適切な位置にスライドさせる。
The construction method of the joint structure of the composite steel frame will be described below with reference to FIGS. 5 and 6. First, the connecting plate 4 is inserted into the groove 2 of the composite steel frame 3 a, and the connecting plate 4 is slid along the groove 2 to an appropriate position.

【0033】次いで、孔6と長孔9とに、ボルト等を挿
通して連結板4とウエブ10とを固定することにより、
連結板4と複合鉄骨3aとを固定する。
Next, bolts or the like are inserted into the holes 6 and the long holes 9 to fix the connecting plate 4 and the web 10 to each other.
The connecting plate 4 and the composite steel frame 3a are fixed.

【0034】この場合には、複合鉄骨3aの溝2に連結
板4を挿入した状態で、連結板4を溝2に沿ってスライ
ドさせて、複合鉄骨3aの孔6と取り付け孔7との位置
合わせができるため、位置合わせが容易にできる。特
に、高所における作業の場合には、安全且つ容易に位置
合わせができる。
In this case, with the connecting plate 4 inserted in the groove 2 of the composite steel frame 3a, the connecting plate 4 is slid along the groove 2 to position the holes 6 and the mounting holes 7 of the composite steel frame 3a. Since they can be aligned, they can be easily aligned. In particular, when working at a high place, the alignment can be performed safely and easily.

【0035】さらに、一方が長孔9であるために、孔6
と長孔9との位置合わせが容易且つ正確にでき、特に、
高所における作業の場合には、安全且つ容易に作業がで
きる。
Further, since one side is the long hole 9, the hole 6
And the slot 9 can be aligned easily and accurately,
When working in high places, work can be done safely and easily.

【0036】次いで、複合鉄骨3bを移動させて、複合
鉄骨3bの溝2に複合鉄骨3aに固定された連結板4の
直交連結板8の取り付け孔7と複合鉄骨3bのウエブ1
0の孔6との位置を合わせる。
Next, the composite steel frame 3b is moved, and the mounting hole 7 of the orthogonal connecting plate 8 of the connecting plate 4 fixed to the composite steel frame 3a and the web 1 of the composite steel frame 3b are moved in the groove 2 of the composite steel frame 3b.
Align the position with the hole 6 of 0.

【0037】次いで、孔6と取り付け孔7とに、ボルト
等を挿通して直交連結板8と複合鉄骨3bのウエブ10
とを固定することにより、複合鉄骨3aと複合鉄骨3b
との固定が完了する。これにより、複合鉄骨3aと複合
鉄骨3bとをT字型に接合することができる。
Next, bolts or the like are inserted into the holes 6 and the mounting holes 7 to connect the orthogonal connecting plate 8 and the web 10 of the composite steel frame 3b.
By fixing and, the composite steel frame 3a and the composite steel frame 3b
The fixing with is completed. Thereby, the composite steel frame 3a and the composite steel frame 3b can be joined in a T-shape.

【0038】なお、この場合にも、複合鉄骨3のウエブ
10に形成される長孔9の連結板4が取り付けられてい
ない部分により室内の換気を行うことができる。
Also in this case, the room can be ventilated by the portion of the long hole 9 formed in the web 10 of the composite steel frame 3 to which the connecting plate 4 is not attached.

【0039】[0039]

【発明の効果】本発明の請求項1記載の複合鉄骨の接合
構造は、複合鉄骨のH型鋼に長手方向に沿った溝を形成
し、連結板を前記溝にスライド自在となしたことによ
り、複合鉄骨同士を接合する場合には、複合鉄骨の溝に
連結板を挿入した状態で溝に沿ってスライドさせて、複
合鉄骨の孔と連結板の取り付け孔との位置合わせができ
るため、位置合わせが容易にできる。特に、高所におけ
る作業の場合には、安全且つ容易に位置合わせができ
る。
According to the joint structure of the composite steel frame according to claim 1 of the present invention, a groove along the longitudinal direction is formed in the H-shaped steel of the composite steel frame, and the connecting plate is slidable in the groove. When joining composite steel frames to each other, you can align the holes of the composite steel frame with the mounting holes of the connecting plate by sliding along the groove with the connecting plate inserted in the groove of the composite steel frame. Can be done easily. In particular, when working at a high place, the alignment can be performed safely and easily.

【0040】本発明の請求項2記載の複合鉄骨の接合構
造は、請求項1記載の複合鉄骨の接合構造の効果に加え
て、複合鉄骨同士をT字型に接合することができる。
In addition to the effect of the joint structure of the composite steel frame according to the first aspect, the joint structure of the composite steel frame according to the second aspect of the present invention can bond the composite steel frames to each other in a T-shape.

【0041】本発明の請求項3記載の複合鉄骨の接合構
造は、請求項1又は請求項2記載の複合鉄骨の接合構造
の効果に加えて、H型鋼のウエブの高さと略同一の高さ
に形成した連結板により、H型鋼のウエブの機械強度を
補強することができる。
The joint structure of the composite steel frame according to claim 3 of the present invention has, in addition to the effect of the joint structure of the composite steel frame according to claim 1 or 2, a height substantially equal to the height of the web of the H-section steel. The mechanical strength of the H-section steel web can be reinforced by the connecting plate formed in the above.

【0042】本発明の請求項4記載の複合鉄骨の接合構
造は、請求項1、請求項2又は請求項3記載の複合鉄骨
の接合構造の効果に加えて、H型鋼のウエブに長手方向
に沿った一定間隔の複数個の孔を形成することにより、
複合鉄骨同士を接合する場合には、複合鉄骨のウエブの
一定間隔の複数個の孔の中から適切な位置のものを使用
すればよいため、複合鉄骨のウエブに形成される複数個
の孔は一定間隔に形成されていれば足りる。従って、複
合鉄骨のウエブには予め一定間隔に孔加工を施せば足り
るため、孔加工に要する時間を短縮できる。
In addition to the effect of the joint structure of the composite steel frame according to claim 1, claim 2 or claim 3, the joint structure of the composite steel frame according to claim 4 of the present invention can be applied to the web of H-section steel in the longitudinal direction. By forming multiple holes at regular intervals along
When joining composite steel frames to each other, it is sufficient to use the ones at appropriate positions from the plurality of holes of the composite steel web at regular intervals. Therefore, the plurality of holes formed in the web of the composite steel frame are It is sufficient if they are formed at regular intervals. Therefore, the web of the composite steel frame needs to be preliminarily perforated at regular intervals, so that the time required for perforation can be shortened.

【0043】本発明の請求項5記載の複合鉄骨の接合構
造は、請求項1、請求項2又は請求項3記載の複合鉄骨
の接合構造の効果に加えて、H型鋼のウエブに長手方向
に沿った長孔を形成することにより、複合鉄骨同士を接
合する場合には、複合鉄骨のウエブの長孔の適切な部分
を使用すればよい。従って、複合鉄骨のウエブには予め
長孔加工を施せば足りるため、孔加工に要する時間を短
縮できる。さらに、一方が長孔であるために、長孔と連
結金具の取り付け孔との位置合わせが容易且つ正確にで
きる。特に、高所における作業の場合には、安全且つ容
易に作業ができる。
The joint structure of the composite steel frame according to claim 5 of the present invention has, in addition to the effect of the joint structure of the composite steel frame according to claim 1, claim 2 or claim 3, the longitudinal direction of the web of H-section steel. When the composite steel frames are joined together by forming the long holes along them, an appropriate portion of the long holes of the web of the composite steel frame may be used. Therefore, the web of the composite steel frame needs to be subjected to the long hole processing in advance, so that the time required for the hole processing can be shortened. Further, since one side is a long hole, the long hole and the mounting hole of the connecting fitting can be easily and accurately aligned. In particular, in the case of work at a high place, the work can be performed safely and easily.

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

【図1】本発明の一の実施形態である複合鉄骨の接合構
造の分解斜視図である。
FIG. 1 is an exploded perspective view of a joint structure for a composite steel frame that is an embodiment of the present invention.

【図2】同上実施形態である複合鉄骨の接合構造に使用
される連結板の斜視図である。
FIG. 2 is a perspective view of a connecting plate used in the joint structure of the composite steel frame according to the above embodiment.

【図3】同上実施形態である複合鉄骨の接合構造の断面
図である。
FIG. 3 is a cross-sectional view of the joint structure of the composite steel frame according to the above embodiment.

【図4】同上実施形態である複合鉄骨の接合構造により
組み立てられた建物の構成図である。
FIG. 4 is a configuration diagram of a building assembled by the joint structure of the composite steel frame according to the above embodiment.

【図5】本発明の別の実施形態である複合鉄骨の接合構
造の分解斜視図である。
FIG. 5 is an exploded perspective view of a joint structure of a composite steel frame which is another embodiment of the present invention.

【図6】同上実施形態である複合鉄骨の接合構造に使用
される連結板の斜視図である。
FIG. 6 is a perspective view of a connecting plate used in the joint structure of the composite steel frame according to the above embodiment.

【図7】従来例の分解斜視図である。FIG. 7 is an exploded perspective view of a conventional example.

【図8】従来例の分解斜視図である。FIG. 8 is an exploded perspective view of a conventional example.

【符号の説明】 1 H型鋼 2 溝 3 複合鉄骨 4 連結板 6 孔 7 取り付け孔 8 直交連結板 9 長孔 10 ウエブ 12 木質材料[Explanation of symbols] 1 H-shaped steel 2 Groove 3 Composite steel frame 4 Connecting plate 6 Hole 7 Mounting hole 8 Orthogonal connecting plate 9 Long hole 10 Web 12 Wood material

Claims (5)

【特許請求の範囲】[Claims] 【請求項1】 H型鋼の上下フランジの外面側に木質材
料を着設して成る複合鉄骨同士を連結板で接合する複合
鉄骨の接合構造において、複合鉄骨のH型鋼の上フラン
ジ又は下フランジの少なくとも一方の内面側に長手方向
に沿った溝を形成し、連結板を前記溝にスライド自在と
なし、複合鉄骨のH型鋼のウエブに孔を形成すると共
に、連結板に前記孔に対応する取り付け孔を形成し、前
記孔と前記取り付け孔とを位置合わせして、固定して成
ることを特徴とする複合鉄骨の接合構造。
1. In a joint structure of composite steel frames in which wood materials are attached to the outer surface side of the upper and lower flanges of the H-section steel, and the composite steel frames are joined together by a connecting plate, an upper flange or a lower flange of the H-section steel of the composite steel frame is formed. A groove along the longitudinal direction is formed on at least one inner surface side, a connecting plate is slidable in the groove, a hole is formed in the H-shaped steel web of the composite steel frame, and the connecting plate is attached corresponding to the hole. A joint structure for a composite steel frame, characterized in that a hole is formed, and the hole and the mounting hole are aligned and fixed.
【請求項2】 複合鉄骨をT字型に接合する直交連結板
を、連結板に立設して成ることを特徴とする請求項1記
載の複合鉄骨の接合構造。
2. The joint structure for a composite steel frame according to claim 1, wherein an orthogonal connecting plate for connecting the composite steel frame in a T-shape is provided upright on the connecting plate.
【請求項3】 連結板の高さをH型鋼のウエブの高さと
略同一に形成して成ることを特徴とする請求項1又は請
求項2記載の複合鉄骨の接合構造。
3. The joint structure for a composite steel frame according to claim 1, wherein the height of the connecting plate is substantially the same as the height of the web of the H-section steel.
【請求項4】 H型鋼のウエブの孔が、長手方向に沿っ
て一定間隔に複数個形成されて成ることを特徴とする請
求項1、請求項2又は請求項3記載の複合鉄骨の接合構
造。
4. The joint structure for a composite steel frame according to claim 1, wherein a plurality of H-section steel web holes are formed at regular intervals in the longitudinal direction. .
【請求項5】 H型鋼のウエブに長手方向に沿った長孔
を形成して成ることを特徴とする請求項1、請求項2又
は請求項3記載の複合鉄骨の接合構造。
5. The joint structure for a composite steel frame according to claim 1, wherein the web of H-section steel is formed with elongated holes along the longitudinal direction.
JP4151296A 1996-02-28 1996-02-28 Connection structure of composite steel frame Pending JPH09228481A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP4151296A JPH09228481A (en) 1996-02-28 1996-02-28 Connection structure of composite steel frame

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP4151296A JPH09228481A (en) 1996-02-28 1996-02-28 Connection structure of composite steel frame

Publications (1)

Publication Number Publication Date
JPH09228481A true JPH09228481A (en) 1997-09-02

Family

ID=12610435

Family Applications (1)

Application Number Title Priority Date Filing Date
JP4151296A Pending JPH09228481A (en) 1996-02-28 1996-02-28 Connection structure of composite steel frame

Country Status (1)

Country Link
JP (1) JPH09228481A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009228383A (en) * 2008-03-25 2009-10-08 Panasonic Electric Works Co Ltd Heat insulating wall structure
CN113638495A (en) * 2021-10-12 2021-11-12 启东市筑城装配式建筑有限公司 Assembly type steel structure building main body connecting structure and mounting method thereof

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009228383A (en) * 2008-03-25 2009-10-08 Panasonic Electric Works Co Ltd Heat insulating wall structure
CN113638495A (en) * 2021-10-12 2021-11-12 启东市筑城装配式建筑有限公司 Assembly type steel structure building main body connecting structure and mounting method thereof

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