JPH11324112A - Joint method for steel building material and joint structure - Google Patents

Joint method for steel building material and joint structure

Info

Publication number
JPH11324112A
JPH11324112A JP13191098A JP13191098A JPH11324112A JP H11324112 A JPH11324112 A JP H11324112A JP 13191098 A JP13191098 A JP 13191098A JP 13191098 A JP13191098 A JP 13191098A JP H11324112 A JPH11324112 A JP H11324112A
Authority
JP
Japan
Prior art keywords
flange
tapping screw
steel building
shaped
flanges
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.)
Withdrawn
Application number
JP13191098A
Other languages
Japanese (ja)
Inventor
Kunio Emori
邦夫 江森
Taku Ogawa
卓 小河
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.)
JFE Engineering Corp
Original Assignee
NKK Corp
Nippon Kokan 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 NKK Corp, Nippon Kokan Ltd filed Critical NKK Corp
Priority to JP13191098A priority Critical patent/JPH11324112A/en
Publication of JPH11324112A publication Critical patent/JPH11324112A/en
Withdrawn legal-status Critical Current

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  • Joining Of Building Structures In Genera (AREA)

Abstract

PROBLEM TO BE SOLVED: To improve workability due to easy construction and shorten the construction period to reduce the cost, when steel building materials are joined together through a tapping screw. SOLUTION: When steel building materials 2, 4 of nearly U-shaped or C- shaped section constituted of webs 21, 41 and a pair of flanges 22a, 22b, 42a, 42b are joined with each other through a tapping screw 60, a joint tool 5 provided with a grip part 51 given pressing force pressing the tapping screw 60, a chuck part 54 fitted with the tapping screw 60, and a U-shaped or L-shaped transmission case 52 forming an opening part 53 between both and connecting together both is used. The chuck part 54 is inserted between a pair of the flanges 42a, 42b, and the grip part 51 is arranged on the outer face side of the flange 42a while avoiding the one flange 42a. By applying pressing force from the outer face side of the flange 42a, the tapping screw 60 is screwed in from the inner face side of the other flange 42b toward the outer face side, and the flange 42b and the steel building material 2 contacted with the flange 42b are joined 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、溝形鋼、リップ溝
形鋼などの鋼製建材のタッピングねじによる接合方法及
びその接合構造に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for joining steel building materials, such as channel steel and lip channel steel, using tapping screws and a joining structure thereof.

【0002】[0002]

【従来の技術】従来、例えば、スチールハウスの床にお
いて、梁部材に溝形鋼又はリップ溝形鋼からなる下地材
を接合するにあたっては、溶接接合、ブラケットを用い
たボルト又は溶接接合、セルフドリリングタッピングね
じを用いた直接接合などが行われていた。
2. Description of the Related Art Conventionally, for example, on a floor of a steel house, in joining a base material made of a channel steel or a lip channel steel to a beam member, welding, bolt or welding using a bracket, self-drilling, and the like are known. Direct joining using a tapping screw was performed.

【0003】[0003]

【発明が解決しようとする課題】梁部材に下地材を溶接
接合する場合は、溶接技能者の技量により性能のばらつ
きが生じるおそれがあり、特に、近年の溶接技能者不足
の問題などもあってその品質管理には高度の技術が要求
される。また、溶接欠陥部に応力集中が生じる、溶接時
に熱ひずみが生じるため矯正が必要である、溶接部の後
処理(塗装など)が必要であるなど、種々問題があっ
た。
When a base material is welded to a beam member by welding, the performance may vary depending on the skill of a welding technician. Advanced technology is required for its quality control. In addition, there are various problems such as stress concentration at the weld defect, heat distortion during welding, which requires correction, and post-treatment (such as painting) of the welded part.

【0004】また、図9、図10に示すように、ブラケ
ット11を介して下地材3を梁部材1に接合する場合
は、別途ブラケット11を製作しておくとともに、ブラ
ケット11をボルト又は溶接により梁部材1に取付けな
ければならない。そのため、部品点数の増加、作業工数
の増大を招いている。
As shown in FIGS. 9 and 10, when the base material 3 is joined to the beam member 1 via the bracket 11, the bracket 11 is separately manufactured and the bracket 11 is bolted or welded. It must be attached to the beam member 1. Therefore, the number of parts and the number of man-hours are increased.

【0005】セルフドリリングタッピングねじ(以下タ
ッピングねじという)を用いる場合は、上記のような問
題は生じないが、図11に示すように、梁部材1に接合
する下地材3は溝形鋼又はリップ溝形鋼からなり、その
フランジを梁部材1に直接接合するため、他方のフラン
ジにタッピングねじ60を螺入するためのドライバ挿入
穴61を設けなければならず、余分な作業が必要になる
ばかりでなく、下地材3の剛性と強度の低下を招いてい
た。そのため、剛性及び強度の低下を補償するための補
強手段を設ける場合が生じ、さらに余分な作業を必要と
することがあった。
[0005] When a self-drilling tapping screw (hereinafter referred to as tapping screw) is used, the above-mentioned problem does not occur. However, as shown in FIG. It is made of a channel steel, and in order to directly join the flange to the beam member 1, a driver insertion hole 61 for screwing the tapping screw 60 into the other flange must be provided, so that extra work is required only. Instead, the rigidity and strength of the base material 3 were reduced. For this reason, there is a case where a reinforcing means for compensating for a decrease in rigidity and strength is provided, and further extra work may be required.

【0006】床を構成する下地材3は、梁部材1上に例
えば300〜400mm間隔で取付けられるため、少なく
とも数十本、多い場合は100本以上の下地材3を梁部
材1に接合しなければならない。このため、上記のよう
な諸問題は工期遅延及びコスト上昇の要因となってお
り、早期解決が望まれていた。
The base materials 3 constituting the floor are mounted on the beam members 1 at intervals of, for example, 300 to 400 mm. Therefore, at least several tens, and in many cases, 100 or more base materials 3 must be joined to the beam members 1. Must. For this reason, the above-mentioned problems have caused delays in the construction period and increased costs, and an early solution has been desired.

【0007】本発明は、上記の課題を解決するためにな
されたもので、鋼製建材どうしをタッピングねじで接合
するにあたり、施工が容易で作業性が向上し、工期を短
縮してコストを低減することのできる鋼製建材の接合方
法及び接合構造を得ることを目的としたものである。
SUMMARY OF THE INVENTION The present invention has been made to solve the above-mentioned problems. In joining steel building materials with tapping screws, the construction is easy, the workability is improved, the construction period is shortened, and the cost is reduced. It is an object of the present invention to obtain a joining method and a joining structure for steel building materials that can be used.

【0008】[0008]

【課題を解決するための手段】本発明に係る鋼製建材の
接合方法は、ウェブと一対のフランジとからなる断面ほ
ぼU字状又はほぼC字状の鋼製建材どうしをタッピング
ねじで接合するにあたり、タッピングねじを押し付ける
押し付け力が付与される握り部と、タッピングねじが取
付けられるチャック部と、該両者の間に開口部を形成し
て該両者を連結するコ字状又はL字状の伝動ケースとを
具備する接合工具を用い、一対のフランジの間にチャッ
ク部を挿入し、一方のフランジを回避して該フランジの
外面側に握り部を配置し、該フランジの外面側から押し
付け力を付与することにより、他方のフランジの内面側
から外面側に向けてタッピングねじを螺入し、該フラン
ジと該フランジに当接する鋼製建材とを接合するように
したものである。
SUMMARY OF THE INVENTION A method of joining steel building materials according to the present invention is to join steel building materials having a substantially U-shaped cross section or a substantially C-shaped cross section comprising a web and a pair of flanges with tapping screws. In this case, a grip portion to which a pressing force for pressing the tapping screw is applied, a chuck portion to which the tapping screw is attached, and a U-shaped or L-shaped transmission for forming an opening between the two and connecting the two. Using a joining tool having a case, a chuck portion is inserted between a pair of flanges, a grip portion is arranged on the outer surface side of the flange while avoiding one flange, and a pressing force is applied from the outer surface side of the flange. By applying, a tapping screw is screwed from the inner surface side to the outer surface side of the other flange, and the flange and the steel building material abutting on the flange are joined.

【0009】上記のタッピングねじをフランジ面に対し
てほぼ垂直に螺入するようにした。
The above tapping screw is screwed substantially perpendicularly to the flange surface.

【0010】また、本発明に係る鋼製建材の接合構造
は、ウェブと一対のフランジとからなる断面ほぼU字状
又はほぼC字状の鋼製建材どうしをタッピングねじで接
合する鋼製建材の接合構造であって、タッピングねじを
押し付ける押し付け力が付与される握り部と、タッピン
グねじが取付けられるチャック部と、該両者の間に開口
部を形成して該両者を連結するコ字状又はL字状の伝動
ケースとを具備する接合工具を用い、一対のフランジの
間にチャック部を挿入し、一方のフランジを回避して該
フランジの外面側に握り部を配置し、該フランジの外面
側から押し付け力を付与することにより、他方のフラン
ジの内面側から外面側に向けてタッピングねじを螺入
し、該フランジと該フランジに当接する鋼製建材とを接
合したものである。
[0010] In addition, the joint structure of steel building materials according to the present invention is a steel building material having a substantially U-shaped or substantially C-shaped cross-section formed of a web and a pair of flanges, which is joined with a tapping screw. A joining structure, in which a grip portion to which a pressing force for pressing the tapping screw is applied, a chuck portion to which the tapping screw is attached, and a U-shaped or L-shape for forming an opening therebetween and connecting the both. Using a joining tool having a U-shaped transmission case, a chuck portion is inserted between a pair of flanges, a grip portion is arranged on the outer surface side of the flange while avoiding one flange, and the outer surface side of the flange is arranged. The tapping screw is screwed in from the inner side to the outer side of the other flange by applying a pressing force from the other side, and the flange is joined to a steel building material abutting on the flange.

【0011】上記のタッピングねじをフランジ面に対し
てほぼ垂直に螺入した。
The above tapping screw was screwed almost perpendicularly to the flange surface.

【0012】[0012]

【発明の実施の形態】図1は本発明に係る鋼製建材の接
合方法の一例を示す説明図である。図において、1は鋼
板をほぼU字状に曲げ加工して形成した、ウェブ21と
一対のフランジ22a,22bとからなる2本の鋼製建
材2(以下、溝形鋼という)を、ウェブ21どうしを当
接し、タッピングねじ60で接合して一体化した梁部材
である。3は鋼板をほぼC字状に曲げ加工した形成し
た、ウェブ41とリップを有する一対のフランジ42
a,42bとからなる鋼製建材4(以下、リップ溝形鋼
という)で構成した下地材で、梁部材1の上にこれと直
交して配設され、その下フランジ42bが梁部材1の上
フランジ22a,22aに、接合工具5によりタッピン
グねじ60で接合される。
FIG. 1 is an explanatory view showing an example of a method for joining steel building materials according to the present invention. In the drawing, reference numeral 1 denotes a web 21 formed by bending a steel sheet into a substantially U-shape and comprising two steel building materials 2 (hereinafter referred to as channel steel) each comprising a web 21 and a pair of flanges 22a and 22b. This is a beam member in which the members are brought into contact with each other and joined with the tapping screw 60 to be integrated. 3 is a pair of flanges 42 having a web 41 and a lip formed by bending a steel plate into a substantially C shape.
a, 42b, a base material composed of a steel building material 4 (hereinafter referred to as a lip channel steel), which is disposed on the beam member 1 at right angles to the beam member 1 and whose lower flange 42b is The upper flanges 22a, 22a are joined with the joining tool 5 by tapping screws 60.

【0013】接合工具5はその一例を図2に示すよう
に、握り部51と、その下部に設けられほぼコ字状で開
口部53が設けられた伝動ケース52と、タッピングね
じ60を取付けるチャック54とかなり、握り部51に
は後述のモータの電源回路を開閉する押しボタンスイッ
チ55が設けられている。56は伝動ケース52内に収
容されたモータで、このモータ56は伝動ケース52内
に設けた電池(図示せず)で駆動してもよく、あるいは
商用電源等で駆動してもよい。このモータ56の出力
は、例えばスプロケットとチェーンとからなる動力伝達
手段57によりチャック54に伝達される。なお、この
動力伝達手段37は、例えば、傘歯車と回転軸、プーリ
ーとタイミングベルト等、他の手段を用いてもよい。
As shown in FIG. 2, an example of the joining tool 5 is a grip portion 51, a transmission case 52 provided below the grip portion 51 and having a substantially U-shaped opening 53, and a chuck for mounting a tapping screw 60. The handle 51 is provided with a push button switch 55 for opening and closing a power supply circuit of a motor described later. Reference numeral 56 denotes a motor housed in the transmission case 52. The motor 56 may be driven by a battery (not shown) provided in the transmission case 52, or may be driven by a commercial power supply or the like. The output of the motor 56 is transmitted to the chuck 54 by power transmission means 57 composed of, for example, a sprocket and a chain. The power transmission means 37 may use other means such as a bevel gear and a rotating shaft, a pulley and a timing belt, for example.

【0014】上記のような接合工具5により梁部材1に
下地材3を接合するには、図1に示すように、接合工具
5のチャック54にタッピングねじ60を取付け、握り
部51を手にもって伝動ケース52の開口部53を、下
地材3のオーバーハング部(上部フラン42a)に挿入
する。そして、タッピングねじ60の先端部を下地材3
の下部フランジ42bの所定の位置に合わせ、握り部5
1を持った手の指で押ボタンスイッチ55をONしてモ
ータ56を駆動すれば、モータ56の回転は動力伝達手
段57を介してチャック54に伝達され、タッピングね
じ60が自動的に下地材3の下フランジ42b及び梁部
材1の上フランジ22a,22aにねじ込まれ、両者を
ねじ接合する。
In order to join the base material 3 to the beam member 1 by the joining tool 5 as described above, as shown in FIG. Thus, the opening 53 of the transmission case 52 is inserted into the overhang portion (upper franc 42 a) of the base material 3. Then, the tip of the tapping screw 60 is
To the predetermined position of the lower flange 42b of the
When the motor 56 is driven by turning on the push button switch 55 with the finger of the hand holding the motor 1, the rotation of the motor 56 is transmitted to the chuck 54 via the power transmission means 57 and the tapping screw 60 is automatically 3 and the upper flanges 22a, 22a of the beam member 1 are screwed together.

【0015】図3〜図7は本発明に係る鋼製建材の接合
構造の一例を示すものである。図3の例は、梁部材1を
構成するリップ溝形鋼4の上に、これと直交して下地材
3を構成するリップ溝形鋼4aを載置してその下フラン
ジ42bを梁部材1の上フランジ42aに当接し、接合
工具5の開口部53を下地材3の上フランジ42aに挿
入し、図1の要領で両者をタッピングねじ60で接合し
たものである。
FIGS. 3 to 7 show an example of a joint structure for steel building materials according to the present invention. In the example of FIG. 3, the lip channel 4a constituting the base material 3 is placed on the lip channel 4 constituting the beam member 1 at right angles thereto, and the lower flange 42b thereof is attached to the beam member 1. The opening 53 of the joining tool 5 is inserted into the upper flange 42a of the base material 3, and the two are joined by the tapping screw 60 in the manner shown in FIG.

【0016】図4の例は、溝形鋼2内にリップ溝形鋼4
を嵌入し、両者のフランジ22a,42a、22b,4
2bをそれぞれタッピングねじ6で接合してボックス状
の梁部材1を構成し、その上にこれと直交して下地材3
を構成するリップ溝形鋼4aの下フランジ42bを当接
して載置し、下地材3の下フランジ42bと、梁部材1
を構成する溝形鋼2の上フランジ22a及びリップ溝形
鋼4の上フランジ42aとを、接合工具5により図1の
要領でタッピングねじ6により一体に接合したものであ
る。
FIG. 4 shows an example in which a lip channel 4
And the flanges 22a, 42a, 22b, 4
2b are respectively joined by tapping screws 6 to form a box-shaped beam member 1, on which a base material 3
The lower flange 42b of the lip channel steel 4a constituting the base member 3 is placed in contact with the lower member 42, and the lower flange 42b of the base material 3 and the beam member 1
The upper flange 22a of the channel steel 2 and the upper flange 42a of the lip channel steel 4 are integrally joined by a joining tool 5 by tapping screws 6 in the manner shown in FIG.

【0017】図5の例は、梁部材1を構成するリップ溝
形鋼4の上にこれと直交して、2本の溝形鋼2,2のウ
ェブ21,21を当接してタッピングねじ60で接合し
た下地材3を載置し、その下フランジ22b,22bと
梁部材1の上フランジ42aとを、接合工具5により図
1の要領でタッピングねじ60により一体に接合したも
のである。
In the example shown in FIG. 5, the webs 21 and 21 of the two channel steels 2 and 2 are abutted on the lip channel 4 constituting the beam member 1 at right angles to the lip channel 4 and the tapping screws 60 are provided. The base material 3 joined by the method described above is placed, and its lower flanges 22b, 22b and the upper flange 42a of the beam member 1 are integrally joined by a joining tool 5 by tapping screws 60 in the manner shown in FIG.

【0018】図6の例は、溝形鋼2内にリップ溝形鋼4
を嵌入し、両者のフランジ22a,42a、22b,4
2bをそれぞれタッピングねじ60で接合してボックス
状の柱7を構成すると共に、同様にして梁部材1を構成
し、柱7の溝形鋼2の一方のフランジ22bの上端部
に、梁部材1の溝形鋼2のウェブ21を当接する。
FIG. 6 shows an example in which a lip channel 4
And the flanges 22a, 42a, 22b, 4
2b are joined by tapping screws 60 to form a box-shaped column 7 and a beam member 1 is similarly formed, and the beam member 1 is attached to the upper end of one flange 22b of the channel steel 2 of the column 7. Abut the web 21 of the channel steel 2.

【0019】そして、接合工具5の開口部53を柱7の
他方のフランジ22a,42aに挿入し、チャック54
に取付けたタッピングねじ60を柱7を構成するリップ
溝形鋼4のフランジ42bの内側の所定の位置に合わ
せ、モータ56を駆動してタッピングねじ60を柱7の
フランジ42b,22b及び梁部材1のウェブ21に螺
入し、これらを一体に接合したものである。
Then, the opening 53 of the joining tool 5 is inserted into the other flanges 22a and 42a of the column 7, and the chuck 54 is inserted.
The tapping screw 60 attached to the column 7 is positioned at a predetermined position inside the flange 42b of the lip channel steel 4 constituting the column 7, and the motor 56 is driven to set the tapping screw 60 to the flanges 42b, 22b of the column 7 and the beam member 1. Are screwed into the web 21 and joined together.

【0020】図7の例は、溝形鋼2からなり開口部を上
にして配設された下枠8の開口部内に、所定の間隔でリ
ップ溝形鋼4からなるスタッド7aの下端部を嵌入して
立設し、その屋外側に面材9を取付けたもので、下枠8
のフランジ22a,22bと各スタッド7aのフランジ
42a,42とを、接合工具5によりタッピングねじ6
0により一体に接合したものである。なお、図7におけ
る60aは、下枠8のフランジ22aの屋内側からスタ
ッド7aのフランジ42aにタッピングねじを螺入した
場合を示し、60bは、スタッド7aのフランジ42a
の屋外側から下枠2のフランジ22aにタッピングねじ
を螺入した場合を示す。
In the example shown in FIG. 7, the lower ends of the studs 7a made of the lip channel steel 4 are provided at predetermined intervals in the opening of the lower frame 8 made of the channel steel 2 and arranged with the opening facing upward. The lower frame 8 is provided with the face material 9 attached to the outdoor side.
Of the flanges 22a and 22b of the stud 7a and the flanges 42a and 42 of the
0 is integrally joined. In addition, 60a in FIG. 7 shows the case where the tapping screw is screwed into the flange 42a of the stud 7a from the indoor side of the flange 22a of the lower frame 8, and 60b shows the flange 42a of the stud 7a.
5 shows a case where a tapping screw is screwed into the flange 22a of the lower frame 2 from the outdoor side of FIG.

【0021】このように、本発明においては、例えば、
梁部材1と下地材3との接合にあたり、L字状のブラケ
ットが不要になるばかりでなく、下地材3の上フランジ
42a(オーバーハング部)にドライバー挿入穴(図1
1の61)を設ける必要もなく、接合工具5の開口部5
3を下地材3のオーバーハング部42aに挿入すること
により、タッピングねじ60を所定の位置に直接かつき
わめて容易にねじ込むことができる。このため、設計の
自由度及び作業姿勢の自由度が増し、上向きの姿勢でタ
ッピングねじ60を螺入することもない。
Thus, in the present invention, for example,
When joining the beam member 1 and the base material 3, not only is an L-shaped bracket unnecessary, but also a driver insertion hole (FIG. 1) in the upper flange 42 a (overhang portion) of the base material 3.
1) 61), the opening 5 of the joining tool 5 is not required.
By inserting the tapping screw 60 into the overhang portion 42a of the base material 3, the tapping screw 60 can be directly and very easily screwed into a predetermined position. For this reason, the degree of freedom in design and working posture is increased, and the tapping screw 60 is not screwed in the upward posture.

【0022】図8は本発明に使用する接合工具5の他の
例の模式図である。本例の接合工具5は、ほぼL字状の
伝動ケース52と、この伝動ケース52の水平部とほぼ
平行に設けた握り部51と、チャック54とにより構成
したもので、伝動ケース52の水平部と握り部51との
間に開口部53が形成されている。55は握り部51に
設けた押しボタンスイッチである。56は伝動ケース5
2内に収容されたモータで、その出力は例えば回転軸と
歯車とからなる動力伝達手段57を介してチャック54
に伝達される。
FIG. 8 is a schematic view of another example of the welding tool 5 used in the present invention. The joining tool 5 of the present embodiment includes a substantially L-shaped transmission case 52, a grip portion 51 provided substantially parallel to a horizontal portion of the transmission case 52, and a chuck 54. An opening 53 is formed between the handle and the grip 51. Reference numeral 55 denotes a push button switch provided on the grip 51. 56 is the transmission case 5
The output of the motor is stored in a chuck 54 via a power transmission means 57 composed of, for example, a rotating shaft and gears.
Is transmitted to

【0023】上記のような接合工具5においては、チャ
ック54にタッピングねじ60を取付け、握り部51を
持ってその開口部53を下地材3のオーバーハング部4
2aに挿入する。そして、タッピングねじ60の先端部
を下地材3の下フランジ42bの所定の位置に合わせ、
押しボタンスイッチ55をONしてモータ56の回転を
チャック54に伝達する。これにより、タッピングねじ
60が下地材3の下フランジ42bから梁部材1の上フ
ランジ22aにねじ込まれ、両者を接合する。
In the joining tool 5 as described above, the tapping screw 60 is attached to the chuck 54, the grip portion 51 is held, and the opening 53 is formed in the overhang portion 4 of the base material 3.
2a. Then, the tip of the tapping screw 60 is aligned with a predetermined position of the lower flange 42b of the base material 3,
The push button switch 55 is turned on to transmit the rotation of the motor 56 to the chuck 54. As a result, the tapping screw 60 is screwed from the lower flange 42b of the base member 3 to the upper flange 22a of the beam member 1, and the two are joined.

【0024】上記の説明では、主としてスチールハウス
の梁部材と下地材とを接合工具を用いてタッピングねじ
で接合する場合を示したが、本発明はこれに限定するも
のではなく、ウェブと一対のフランジとからなる断面ほ
ぼU字状又はほぼC字状の鋼製建材どうしの接合に本発
明を実施することができる。
In the above description, the case where the beam member of the steel house and the base material are mainly joined with the tapping screw using the joining tool has been described. However, the present invention is not limited to this, and the web and the pair of webs are joined. The present invention can be applied to the joining of steel building materials having a substantially U-shaped or substantially C-shaped cross section composed of a flange.

【0025】また、接合工具のモータを伝動ケース内に
収容した場合を示したが、伝動ケース外に設けてよく、
さらに、電動モータに代えて空気圧モータを用いてもよ
い。さらに、握り部の下面に押ボタンスイッチを設けた
場合を示したが、他の場所に設けてもよい。
Although the case where the motor of the welding tool is accommodated in the transmission case has been described, the motor may be provided outside the transmission case.
Further, a pneumatic motor may be used instead of the electric motor. Furthermore, although the case where the push button switch is provided on the lower surface of the grip portion is shown, it may be provided in another place.

【0026】[0026]

【発明の効果】本発明に係る鋼製建材の接合方法は、ウ
ェブと一対のフランジとからなる断面ほぼU字状又はほ
ぼC字状の鋼製建材どうしをタッピングねじで接合する
にあたり、タッピングねじを押し付ける押し付け力が付
与される握り部と、タッピングねじが取付けられるチャ
ック部と、該両者の間に開口部を形成して該両者を連結
するコ字状又はL字状の伝動ケースとを具備する接合工
具を用い、一対のフランジの間にチャック部を挿入し、
一方のフランジを回避して該フランジの外面側に握り部
を配置し、該フランジの外面側から押し付け力を付与す
ることにより、他方のフランジの内面側から外面側に向
けてタッピングねじを螺入し、該フランジと該フランジ
に当接する鋼製建材とを接合するようにし、また、タッ
ピングねじをフランジ面に対してほぼ垂直に螺入するよ
うにしたので、次のような効果を得ることができる。
According to the method for joining steel building materials according to the present invention, a tapping screw is used to join steel building materials having a substantially U-shaped or substantially C-shaped cross section composed of a web and a pair of flanges. A grip portion to which a pressing force for pressing the gripping portion is applied, a chuck portion to which a tapping screw is attached, and a U-shaped or L-shaped transmission case that forms an opening between the two and connects the two. Using a joining tool to insert, insert the chuck between a pair of flanges,
By arranging a grip portion on the outer surface side of the flange avoiding one flange and applying a pressing force from the outer surface side of the flange, a tapping screw is screwed in from the inner surface side of the other flange toward the outer surface side. Then, the flange and the steel building material abutting on the flange are joined, and the tapping screw is screwed almost perpendicularly to the flange surface, so that the following effects can be obtained. it can.

【0027】すなわち、本発明によれば、ウェブと一対
のフランジとからなる断面ほぼU字状又はほぼC字状の
鋼製建材どうしを接合するにあたり、従来のようにL字
状のブラケットを必要とせず、また、鋼製建材のオーバ
ーハング部にドライバー挿入穴を設ける必要もなく、タ
ッピングねじを所定の位置に直接かつ容易にねじ込むこ
とができるので、作業性が向上し、工期を短縮してコス
トを低減することができる。また、これにより設計の自
由度を増すことができる。
That is, according to the present invention, an L-shaped bracket is required for joining steel building materials having a substantially U-shaped or substantially C-shaped cross section composed of a web and a pair of flanges. Also, there is no need to provide a screwdriver insertion hole in the overhang part of the steel building material, and the tapping screw can be directly and easily screwed into a predetermined position, improving workability and shortening the construction period. Cost can be reduced. In addition, the degree of freedom in design can be increased.

【0028】また、本発明に係る鋼製建材の接合構造
は、ウェブと一対のフランジとからなる断面ほぼU字状
又はほぼC字状の鋼製建材どうしをタッピングねじで接
合する鋼製建材の接合構造であって、タッピングねじを
押し付ける押し付け力が付与される握り部と、タッピン
グねじが取付けられるチャック部と、該両者の間に開口
部を形成して該両者を連結するコ字状又はL字状の伝動
ケースとを具備する接合工具を用い、一対のフランジの
間にチャック部を挿入し、一方のフランジを回避して該
フランジの外面側に握り部を配置し、該フランジの外面
側から押し付け力を付与することにより、他方のフラン
ジの内面側から外面側に向けてタッピングねじを螺入
し、該フランジと該フランジに当接する鋼製建材とを接
合し、また、タッピングねじをフランジ面に対してほぼ
垂直に螺入したので、前記と同様の効果を得ることがで
きる。
Further, the joint structure of steel building materials according to the present invention is a steel building material having a substantially U-shaped or substantially C-shaped cross section composed of a web and a pair of flanges, which is joined with a tapping screw. A joining structure, in which a grip portion to which a pressing force for pressing the tapping screw is applied, a chuck portion to which the tapping screw is attached, and a U-shaped or L-shape for forming an opening therebetween and connecting the both. Using a joining tool having a U-shaped transmission case, a chuck portion is inserted between a pair of flanges, a grip portion is arranged on the outer surface side of the flange while avoiding one flange, and the outer surface side of the flange is arranged. A tapping screw is screwed in from the inner surface side to the outer surface side of the other flange, and the flange is joined to a steel building material abutting on the flange. Since screwed substantially perpendicular to the screw against the flange surface, it is possible to obtain the same effect as above.

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

【図1】本発明に係る鋼製建材の接合方法の一例の説明
図である。
FIG. 1 is an explanatory view of an example of a method for joining steel building materials according to the present invention.

【図2】図1の接合工具の模式図である。FIG. 2 is a schematic view of the joining tool of FIG. 1;

【図3】本発明に係る鋼製建材の接合構造の一例の説明
図である。
FIG. 3 is an explanatory view of an example of a joint structure of a steel building material according to the present invention.

【図4】本発明に係る鋼製建材の接合構造の一例の説明
図である。
FIG. 4 is an explanatory view of an example of a joint structure of a steel building material according to the present invention.

【図5】本発明に係る鋼製建材の接合構造の一例の説明
図である。
FIG. 5 is an explanatory diagram of an example of a joint structure of a steel building material according to the present invention.

【図6】本発明に係る鋼製建材の接合構造の一例の説明
図である。
FIG. 6 is an explanatory view of an example of a joint structure of a steel building material according to the present invention.

【図7】本発明に係る鋼製建材の接合構造の一例の説明
図である。
FIG. 7 is an explanatory view of an example of a joint structure of a steel building material according to the present invention.

【図8】接合工具の他の例の模式図である。FIG. 8 is a schematic view of another example of a joining tool.

【図9】従来の下地材を梁部材に接合する一例の説明図
である。
FIG. 9 is an explanatory view of an example in which a conventional base material is joined to a beam member.

【図10】従来の下地材を梁部材に接合する一例の説明
図である。
FIG. 10 is an explanatory view of an example in which a conventional base material is joined to a beam member.

【図11】従来の下地材を梁部材に接合する一例の説明
図である。
FIG. 11 is an explanatory diagram of an example of joining a conventional base material to a beam member.

【符号の説明】[Explanation of symbols]

1 梁部材 2 鋼製建材(溝形鋼) 3 下地材 4 鋼製建材(リップ溝形鋼) 5 接合工具 51 握り部 52 伝動ケース 53 開口部 54 チャック 56 モータ 57 動力伝達手段 60 タッピングねじ DESCRIPTION OF SYMBOLS 1 Beam member 2 Steel building material (channel steel) 3 Base material 4 Steel building material (lip channel steel) 5 Joining tool 51 Handle 52 Transmission case 53 Opening 54 Chuck 56 Motor 57 Power transmission means 60 Tapping screw

───────────────────────────────────────────────────── フロントページの続き (51)Int.Cl.6 識別記号 FI E04B 1/58 506 E04B 1/58 506F ──────────────────────────────────────────────────続 き Continued on the front page (51) Int.Cl. 6 Identification code FI E04B 1/58 506 E04B 1/58 506F

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】 ウェブと一対のフランジとからなる断面
ほぼU字状又はほぼC字状の鋼製建材どうしをタッピン
グねじで接合する鋼製建材の接合方法であって、 タッピングねじを押し付ける押し付け力が付与される握
り部と、タッピングねじが取付けられるチャック部と、
該両者の間に開口部を形成して該両者を連結するコ字状
又はL字状の伝動ケースとを具備する接合工具を用い、 一対のフランジの間にチャック部を挿入し、一方のフラ
ンジを回避して該フランジの外面側に握り部を配置し、
該フランジの外面側から押し付け力を付与することによ
り、他方のフランジの内面側から外面側に向けてタッピ
ングねじを螺入し、該フランジと該フランジに当接する
鋼製建材とを接合することを特徴とする鋼製建材の接合
方法。
1. A method for joining steel building materials having a substantially U-shaped or substantially C-shaped cross section, comprising a web and a pair of flanges, to each other with a tapping screw, the pressing force for pressing the tapping screw. And a chuck portion to which a tapping screw is attached,
A chucking portion is inserted between a pair of flanges using a joining tool having a U-shaped or L-shaped transmission case for forming an opening between the two and connecting the two. A grip is arranged on the outer surface side of the flange to avoid
By applying a pressing force from the outer surface side of the flange, a tapping screw is screwed in from the inner surface side to the outer surface side of the other flange to join the flange and the steel building material abutting on the flange. Characteristic method of joining steel building materials.
【請求項2】 タッピングねじをフランジ面に対してほ
ぼ垂直に螺入することを特徴とする請求項1記載の鋼製
建材の接合方法。
2. The method according to claim 1, wherein the tapping screw is screwed substantially perpendicularly to the flange surface.
【請求項3】 ウェブと一対のフランジとからなる断面
ほぼU字状又はほぼC字状の鋼製建材どうしをタッピン
グねじで接合する鋼製建材の接合構造であって、 タッピングねじを押し付ける押し付け力が付与される握
り部と、タッピングねじが取付けられるチャック部と、
該両者の間に開口部を形成して該両者を連結するコ字状
又はL字状の伝動ケースとを具備する接合工具を用い、 一対のフランジの間にチャック部を挿入し、一方のフラ
ンジを回避して該フランジの外面側に握り部を配置し、
該フランジの外面側から押し付け力を付与することによ
り、他方のフランジの内面側から外面側に向けてタッピ
ングねじを螺入し、該フランジと該フランジに当接する
鋼製建材とを接合したことを特徴とする鋼製建材の接合
構造。
3. A joining structure of a steel building material comprising a web and a pair of flanges and having a substantially U-shaped or substantially C-shaped cross section joined by a tapping screw, the pressing force for pressing the tapping screw. And a chuck portion to which a tapping screw is attached,
A chucking portion is inserted between a pair of flanges using a joining tool having a U-shaped or L-shaped transmission case for forming an opening between the two and connecting the two. A grip is arranged on the outer surface side of the flange to avoid
By applying a pressing force from the outer surface side of the flange, a tapping screw was screwed in from the inner surface side to the outer surface side of the other flange, and that the flange and the steel building material abutting on the flange were joined. Characteristic joint structure of steel building materials.
【請求項4】 タッピングねじをフランジ面に対してほ
ぼ垂直に螺入したことを特徴とする請求項3記載の鋼製
建材の接合構造。
4. The joint structure for steel building materials according to claim 3, wherein the tapping screw is screwed substantially perpendicularly to the flange surface.
JP13191098A 1998-05-14 1998-05-14 Joint method for steel building material and joint structure Withdrawn JPH11324112A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP13191098A JPH11324112A (en) 1998-05-14 1998-05-14 Joint method for steel building material and joint structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP13191098A JPH11324112A (en) 1998-05-14 1998-05-14 Joint method for steel building material and joint structure

Publications (1)

Publication Number Publication Date
JPH11324112A true JPH11324112A (en) 1999-11-26

Family

ID=15069047

Family Applications (1)

Application Number Title Priority Date Filing Date
JP13191098A Withdrawn JPH11324112A (en) 1998-05-14 1998-05-14 Joint method for steel building material and joint structure

Country Status (1)

Country Link
JP (1) JPH11324112A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106677342A (en) * 2017-02-17 2017-05-17 北京工业大学 Assembly type corrugated web occlusion beam-column joint connection device capable of recovering function
CN106677341A (en) * 2017-02-17 2017-05-17 北京工业大学 End plate assembled channel steel holed beam column node connecting device restorable in function
CN107268787A (en) * 2017-02-17 2017-10-20 北京工业大学 A kind of end plate assembled corrugated web occlusion beam column node connection device for recovering function

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106677342A (en) * 2017-02-17 2017-05-17 北京工业大学 Assembly type corrugated web occlusion beam-column joint connection device capable of recovering function
CN106677341A (en) * 2017-02-17 2017-05-17 北京工业大学 End plate assembled channel steel holed beam column node connecting device restorable in function
CN107268787A (en) * 2017-02-17 2017-10-20 北京工业大学 A kind of end plate assembled corrugated web occlusion beam column node connection device for recovering function

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Effective date: 20050802