JPH0468147A - Joint structure of top of diagonal beam - Google Patents

Joint structure of top of diagonal beam

Info

Publication number
JPH0468147A
JPH0468147A JP17965890A JP17965890A JPH0468147A JP H0468147 A JPH0468147 A JP H0468147A JP 17965890 A JP17965890 A JP 17965890A JP 17965890 A JP17965890 A JP 17965890A JP H0468147 A JPH0468147 A JP H0468147A
Authority
JP
Japan
Prior art keywords
web
diagonal
diagonal beam
beams
cut
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
JP17965890A
Other languages
Japanese (ja)
Inventor
Shinichi Kiriyama
伸一 桐山
Hajime Ninomiya
一 二宮
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.)
Asahi Chemical Industry Co Ltd
Original Assignee
Asahi Chemical Industry Co 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 Asahi Chemical Industry Co Ltd filed Critical Asahi Chemical Industry Co Ltd
Priority to JP17965890A priority Critical patent/JPH0468147A/en
Publication of JPH0468147A publication Critical patent/JPH0468147A/en
Pending legal-status Critical Current

Links

Abstract

PURPOSE:To provide a simple structure and facilitate framing works of a roof, by projecting one of flanges of a T-formed joint member from a beam at the top of a H-shape diagonal beam and protruding the web of the joint members from the web member of the beam and fixing at the slant beam. CONSTITUTION:A cut T4 with the T-formed section where a plurality of holes 4d are formed to insert bolts at specified positions of flanges 4a, 4b and web 4c, are fixed by projecting the flange 4a from a H-shape diagonal beam 1 and the web 4c from the web 1a face respectively, at a specified face of the web 1a of the top edge 1c of the H-shape diagonal beam 1. Next, both top edge faces of the beams 1 fitted with the cut T4 are arranged to confront to each other and the flange 4a of the cut T4 is superimposed with the web 1a of the other beam 1 to meet with holes 1d 4d to joint the beams 1,1 by bolts and nuts 5, 6.

Description

【発明の詳細な説明】 〈産業上の利用分野〉 本発明は互いに所定の傾斜角度を持って配設された斜め
梁を頂部に於いて突き合わせ接合する際の接合構造に関
するものである。
DETAILED DESCRIPTION OF THE INVENTION <Industrial Application Field> The present invention relates to a joining structure in which diagonal beams disposed at a predetermined angle of inclination are butt-joined at their tops.

〈従来の技術〉 直交する2方向に配設されたH型梁を接合するための構
造としては、実開昭62−175106号公報同62−
175108号公報等に示す技術が提案されている。前
者の技術は1本の通し梁に対して他の梁を直交して接続
する際に、夫々の梁の上フランジが同一平面上に位置す
るようにした接続構造に関するものである。また後者の
技術は柱位置を中心として、直交する2方向に配設され
た梁を夫々上フランジを同一平面上に位置させて前記柱
に接続するようにした接続構造に関するものである。
<Prior art> A structure for joining H-shaped beams arranged in two orthogonal directions is disclosed in Japanese Utility Model Application No. 62-175106 and No. 62-
Techniques such as those disclosed in Japanese Patent No. 175108 have been proposed. The former technique relates to a connection structure in which when one through-beam is connected to another beam orthogonally, the upper flanges of each beam are located on the same plane. The latter technique relates to a connection structure in which beams arranged in two orthogonal directions centering on a column are connected to the column by positioning their respective upper flanges on the same plane.

傾斜屋根を有する建物に於ける屋根部分の骨組みは、屋
根の傾斜角度に応じて傾斜させた斜め梁によって合掌を
構成し、この合掌と棟梁とを接合して構成している。前
記の如き屋根構造に於ける棟梁と斜め梁とを接合する技
術として、実開昭5921315号公報或いは同59−
21317号公報に示すように、棟梁に取付板を固着し
てこの取付板に斜め梁をボルト等によって取り付けるよ
うにした技術が提案されている。
The frame of the roof of a building with a sloping roof is constructed by forming a gassho with diagonal beams tilted according to the inclination angle of the roof, and joining this gassho with a ridge beam. As a technique for joining the ridge beam and diagonal beam in the roof structure as described above, Japanese Utility Model Application No. 5921315 or No. 59-
As shown in Japanese Patent No. 21317, a technique has been proposed in which a mounting plate is fixed to a ridge beam and a diagonal beam is attached to the mounting plate with bolts or the like.

〈発明が解決しようとする課題〉 上記従来の技術に於いて、実開昭62−175106号
公報、同6H75108号公報に示す技術は夫々の梁に
於けるフランジ面を同一平面上に形成するものであって
、屋根の骨組みの如く梁が互いに所定の傾斜角度を有す
る場合に利用することは出来ない。
<Problems to be Solved by the Invention> Among the above-mentioned conventional techniques, the technique shown in Japanese Utility Model Application Publication No. 62-175106 and Japanese Utility Model Application Publication No. 6H75108 forms the flange surfaces of each beam on the same plane. Therefore, it cannot be used in cases where the beams have a predetermined inclination angle to each other, such as in the framework of a roof.

実開昭59−2131.5号公報、同59−21317
号公報に示す技術は小屋組構造に関するものである。前
記各技術にあっては、小屋組用横架材と小屋組用斜材と
の接合部材として翼板或いは取付板等を用いている。こ
れ等の翼板、取付板は形状が複雑であり、且つ翼板の縦
架材に対する固定作業或いは取付板の横架材に対する固
定作業も複雑となり、取付精度を一定の水準に維持し得
ない虞がある。
Utility Model Publication No. 59-2131.5, No. 59-21317
The technology disclosed in the publication relates to a roof frame structure. In each of the above-mentioned techniques, a wing plate, a mounting plate, or the like is used as a joining member between the roof frame horizontal member and the roof frame diagonal member. These wing plates and mounting plates have complicated shapes, and the work of fixing the wing plates to the vertical members and the fixing work of the mounting plate to the horizontal members is also complicated, making it impossible to maintain installation accuracy at a certain level. There is a possibility.

本発明の目的は簡単な構造で且つ屋根の骨組み作業を容
易に実施し得る斜め果頂部の接合構造を提供するもので
ある。
An object of the present invention is to provide a joint structure for a diagonal roof top that has a simple structure and can easily perform roof frame work.

〈課題を解決するための手段〉 上記課題を解決するために本発明に係る斜め果頂部の接
合構造は、所定の傾斜角度を有し且つ互いに端面を対向
させて配設されたH型斜め梁の頂部に於ける接合構造で
あって、H型斜め梁の頂部端部に於けるH型斜め梁のウ
ェブの所定面に、所定位置に取付穴を形成した断面T字
状の接合部材の一方のフランジをH型斜め梁の端面がら
突出させると共に接合部材のウェブをH型斜め梁のウェ
ブから突出させて固着し、前記IJ型斜め梁の頂部端部
を対向させると共に前記接合部材を介して接合してなる
ものである。
<Means for Solving the Problems> In order to solve the above problems, the joining structure of the diagonal fruit apex according to the present invention includes H-shaped diagonal beams that have a predetermined inclination angle and are arranged with their end faces facing each other. A joining structure at the top of the H-shaped diagonal beam, one of the joining members having a T-shaped cross section with mounting holes formed at predetermined positions on a predetermined surface of the web of the H-shaped diagonal beam at the top end of the H-shaped diagonal beam. The flange of the IJ type diagonal beam is made to protrude from the end face of the H type diagonal beam, and the web of the joining member is made to protrude from the web of the H type diagonal beam and fixed, and the top end of the IJ type diagonal beam is made to face each other, and the web of the joining member is made to protrude from the end face of the H type diagonal beam. It is made by joining.

〈作用〉 −F記手段によれば、H型斜め梁(以下単に「斜め梁」
という)の頂部端部に於ける斜め粱のウェブの所定面に
、ウェブ及びフランジの所定位置にボルトを挿通ずるた
めの取付穴を形成した断面T字状の接合部材を、一方の
フランジを斜め梁から突出させると共にウェブを斜め粱
のウェブ面から突出させて固着することで、突出したフ
ランジ及びウェブを接続片として構成することが出来る
<Operation> - According to the means described in F, H-shaped diagonal beam (hereinafter simply "diagonal beam")
A joining member having a T-shaped cross section with mounting holes formed for inserting bolts into predetermined positions of the web and the flange is attached to a predetermined surface of the diagonal web at the top end of the flange. By making the web protrude from the beam and making the web protrude from the web surface of the diagonal wire and fixing it, the protruding flange and web can be configured as a connecting piece.

そして前記の如くして接合部材を固着した斜め梁の頂部
を対向させて突き合わせ、接合部材に形成した取付穴を
介してポルト、ナツト等を用いて接合することで、斜め
梁を所定の角度を持って接合することが出来る。
Then, the tops of the diagonal beams to which the joining members are fixed as described above are faced and butted together, and the diagonal beams are fixed at a predetermined angle by joining them using ports, nuts, etc. through the mounting holes formed in the joining members. It can be held and joined.

前記の如くして接合された斜め梁に於いて、接合部材の
ウェブは夫々斜め梁の軸方向と直交方向に突出するため
、このウェブに棟梁の端部を接合することが出来、従っ
て、棟梁と斜め梁とを直交させて接合することが出来る
In the diagonal beams joined as described above, since the webs of the joining members each protrude in a direction perpendicular to the axial direction of the diagonal beam, the ends of the ridge beams can be joined to these webs. and diagonal beams can be joined at right angles.

〈実施例〉 以下上記手段を適用した斜め梁の頂部接合構造について
図を用いて説明する。
<Example> A top joint structure of a diagonal beam to which the above-mentioned means is applied will be described below with reference to the drawings.

第1図は頂部で接合された斜め梁の正面説明図、第2図
は第1図の■−■断面説明図、第3図(a)(b)は斜
め果頂部の接合構造を説明する展開説明図、第4図は接
合部材の斜視説明図、第5図は屋根の骨組み構造の説明
図である。
Figure 1 is an explanatory front view of the diagonal beams joined at the top, Figure 2 is an explanatory cross-sectional view of ■-■ in Figure 1, and Figures 3 (a) and (b) are explanatory diagrams of the joining structure of the diagonal apices. FIG. 4 is a perspective view of the joint member, and FIG. 5 is an explanatory view of the roof frame structure.

先ず、第5図により本発明に係る斜め果頂部の接合構造
を好適に用いることが可能な屋根の骨組み構造について
説明する。
First, referring to FIG. 5, a roof frame structure in which the joining structure of the diagonal crown part according to the present invention can be suitably used will be explained.

同図は鉄骨構造建屋に於ける寄棟タイプの屋根状図の例
を示tものであって、屋根の頂部である棟に配設された
複数の棟梁2を中心にして該棟梁2の両側に複数の斜め
梁1が対向して配設されており、且つ棟梁2の長手方向
両端から屋根の隅部に向かって複数の隅木梁3が夫々配
設されている。
This figure shows an example of a hipped type roof plan in a steel structure building, with a plurality of ridge beams 2 arranged on the ridge, which is the top of the roof, on both sides of the ridge beams 2. A plurality of diagonal beams 1 are disposed facing each other, and a plurality of corner beams 3 are disposed from both longitudinal ends of the ridge beam 2 toward the corners of the roof.

斜め梁1は棟梁2に対し平面的に直交し、且つ屋根の傾
斜角度と略等しい角度で交叉している。
The diagonal beam 1 is orthogonal to the ridge beam 2 in plan, and intersects with the roof beam at an angle substantially equal to the inclination angle of the roof.

そしてこの交叉部が頂部接合部Aとして構成される。本
発明は前記頂部接合部Aに於ける斜め梁1の接合構造に
関するものである。
This intersection is configured as the top joint A. The present invention relates to a joint structure of the diagonal beam 1 at the top joint part A.

次に上記頂部接合部Aの構造について説明する。Next, the structure of the top joint A will be explained.

第1図乃至第4図に於いて、斜め梁1は断面をウェブ1
a及びフランジ1bからなるH型に形成した鋼材、例え
ばH型鋼或いはC型鋼又は溝型鋼のウェブどうじを面接
させると共にフランジ部を溶接して形成した鋼材によっ
て構成されている。
In FIGS. 1 to 4, the diagonal beam 1 has a cross section with a web 1.
It is constructed of a steel material formed into an H shape consisting of a and a flange 1b, for example, a steel material formed by making the webs of H type steel, C type steel, or groove type steel face each other and welding the flange portion.

斜め梁1の頂部側の端部1cは、2本の斜め梁1の端面
を対向させ且つ所定の傾斜角度を持って接続したとき該
端面が略垂直となるように斜め梁1の傾斜角度に応じた
角度で切断されている。
The top side end 1c of the diagonal beam 1 is arranged at an inclination angle of the diagonal beam 1 so that the end surfaces of the two diagonal beams 1 are substantially perpendicular when the end surfaces of the two diagonal beams 1 face each other and are connected at a predetermined inclination angle. It is cut at the appropriate angle.

斜め梁■の端部ICに於けるウェブ1aには、該斜め梁
】の頂部端面と平行に且つ後述するカッ1− T 4の
フランジ4bに形成した穴4dと等しい間隔を持って複
数の穴1dが形成されている。この穴1dは斜め梁1を
接合する際にボルト5を挿通ずるための穴である。また
前記ウェブ1aの所定面には接合部材となるカットT4
が固着される。
The web 1a at the end IC of the diagonal beam 1 is provided with a plurality of holes parallel to the top end surface of the diagonal beam and spaced at equal intervals to the holes 4d formed in the flange 4b of the cup 1-T4, which will be described later. 1d is formed. This hole 1d is a hole for inserting a bolt 5 when joining the diagonal beam 1. Further, a cut T4 serving as a joining member is formed on a predetermined surface of the web 1a.
is fixed.

前記カットT4は、端面を対向して配設した斜め梁1及
び斜め梁1と棟梁2とを接合する際の接合部材となるも
のであり、第4図に示すようにフランジ4a、4bの略
中央からウェブ4Cを突出させた断面T字状に形成され
ている。前記カットT4はH型鋼のウェブを切断して形
成することが可能であり、またフラットバーを溶接して
形成することも可能である。
The cut T4 serves as a joining member when joining the diagonal beam 1 and the diagonal beam 1 and the ridge beam 2, which are arranged with their end faces facing each other, and is an abbreviation of the flanges 4a and 4b as shown in FIG. It is formed in a T-shaped cross section with a web 4C protruding from the center. The cut T4 can be formed by cutting a web of H-shaped steel, or can be formed by welding a flat bar.

カットTに於ける各フランジ4a、4b及びウェブ4c
の所定位置には夫々ボルト5を挿通ずるための穴4dが
形成されている。そしてカットT4のフランジ4bに形
成した穴4dと斜め梁1のウェブ1aに形成した穴1d
とを一致させて、フランジ4bをウェブ゛1aに?合接
することで諜亥カットT4を斜め梁1に固着している。
Each flange 4a, 4b and web 4c in cut T
A hole 4d for inserting the bolt 5 is formed at a predetermined position in each of the holes 4d. A hole 4d formed in the flange 4b of the cut T4 and a hole 1d formed in the web 1a of the diagonal beam 1.
and align the flange 4b with the web 1a? The splicing cut T4 is fixed to the diagonal beam 1 by joining.

上記の如くして斜め梁1の端部ICにカッ1−T4を固
着したとき、カットT4のフランジ4aは斜め梁1の端
部1cからウェブ1aの延長方向に突出すると共にカッ
トT4のウェブ4cは斜め梁1のウェブ1aから外方に
突出し、且つウェブ4Cは斜め梁1の端面との平行度を
保持した状態となる。従って、カットT4のウェブ4c
は斜め梁1の傾斜角度に関わらず垂直に配置される。
When the cup 1-T4 is fixed to the end IC of the diagonal beam 1 as described above, the flange 4a of the cut T4 protrudes from the end 1c of the diagonal beam 1 in the extending direction of the web 1a, and the web 4c of the cut T4 protrudes outward from the web 1a of the diagonal beam 1, and the web 4C maintains its parallelism with the end surface of the diagonal beam 1. Therefore, the web 4c of cut T4
is arranged vertically regardless of the inclination angle of the diagonal beam 1.

次に上記の如く構成した斜め梁1を接合する際の手順に
ついて説明する。
Next, a procedure for joining the diagonal beams 1 constructed as described above will be explained.

第3図(a)に示すように、頂部側端部1cにカットT
4を固着した斜め梁1を頂部側端面どうしを対向させ、
同図(b)に示すように斜め梁1に固着したカットT4
のフランジ4aを夫々他方の斜め梁1のウェブ1aと重
ね合わせると共に穴4d、1dを一致させ、抜穴4d、
Idにボルト5を挿通してナツト6を螺合することで、
第1図、第2図に示すように接合することが可能である
As shown in FIG. 3(a), cut T at the top side end 1c.
The diagonal beam 1 to which 4 is fixed is placed so that its top side end surfaces face each other,
Cut T4 fixed to diagonal beam 1 as shown in the same figure (b)
The flanges 4a of the respective diagonal beams 1 are overlapped with the webs 1a of the other diagonal beam 1, and the holes 4d and 1d are aligned, and the punched holes 4d,
By inserting the bolt 5 into Id and screwing the nut 6,
It is possible to join as shown in FIGS. 1 and 2.

尚、カットT4のウェブ4cに棟梁2を接合する場合に
は、第2図に示すように棟梁2のウェブ2aとカットT
4のウェブ4Cとの間にジヨイントプレート7を介在さ
せ、このジヨイントプレート7とウェブ4cをボルト5
 ナツト6によって接続することで、斜め梁1と棟梁2
とを直交させて接合することが可能である。
In addition, when joining the ridge beam 2 to the web 4c of the cut T4, as shown in FIG. 2, the web 2a of the ridge beam 2 and the cut T
A joint plate 7 is interposed between the web 4C of the bolt 5 and the web 4c of the bolt 5.
By connecting with nut 6, diagonal beam 1 and ridge beam 2
It is possible to join them perpendicularly to each other.

〈発明の効果〉 以上詳細に説明したように本発明に係る斜め梁頂部の接
合構造によれば、H型斜め梁の頂部端部に断面T字状の
接合部材を、一方のフランジを斜め梁から突出させると
共にウェブを斜め梁のウェブ面から突出させて固着した
ので、突出したフランジ及びウェブを介して他の斜め梁
及び棟梁と接合することが出来る。このため、H型斜め
梁に於ける頂部の接合部を簡単な構造とすることが出来
る等の特徴を有するものである。
<Effects of the Invention> As described in detail above, according to the diagonal beam top joining structure according to the present invention, a joining member having a T-shaped cross section is attached to the top end of the H-shaped diagonal beam, and one flange is attached to the diagonal beam. Since the web is made to protrude from the web surface of the diagonal beam and fixed, it can be joined to other diagonal beams and ridge beams via the protruding flanges and webs. For this reason, it has features such as the ability to provide a simple structure for the joint portion at the top of the H-shaped diagonal beam.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図は頂部で接合された斜め梁の正面説明図、第2図
は第1図の■−■断面説明図、第3図(a)。 (1))は斜め粱頂部の接合構造を説明する展開説明図
、第4図は接合部材の斜視説明図、第5図は屋根の骨組
み構造の説明図である。 1は斜め梁、laはウェブ、1bはフランジ、1cは端
部、1dは穴、2は棟梁、3は隅木梁、4はカッIT、
4 a、4 bはフランジ、4cはウェブ、4dは穴、
5はボルト、6はナツト、7はジヨイントプレートであ
る。 特許出願人  旭化成工業株式会社
Fig. 1 is an explanatory front view of diagonal beams joined at the top, Fig. 2 is an explanatory cross-sectional view taken along the line ■-■ of Fig. 1, and Fig. 3 (a). (1)) is a developed explanatory view illustrating the joining structure of the diagonal ridge top, FIG. 4 is a perspective explanatory view of the joining member, and FIG. 5 is an explanatory view of the frame structure of the roof. 1 is a diagonal beam, la is a web, 1b is a flange, 1c is an end, 1d is a hole, 2 is a ridge beam, 3 is a corner beam, 4 is a cuff IT,
4a, 4b are flanges, 4c is a web, 4d is a hole,
5 is a bolt, 6 is a nut, and 7 is a joint plate. Patent applicant: Asahi Kasei Industries, Ltd.

Claims (1)

【特許請求の範囲】[Claims]  所定の傾斜角度を有し且つ互いに端面を対向させて配
設されたH型斜め梁の頂部に於ける接合構造であって、
H型斜め梁の頂部端部に於けるH型斜め梁のウェブの所
定面に、所定位置に取付穴を形成した断面T字状の接合
部材の一方のフランジをH型斜め梁の端面から突出させ
ると共に接合部材のウェブをH型斜め梁のウェブから突
出させて固着し、前記H型斜め梁の頂部端部を対向させ
ると共に前記接合部材を介して接合してなる斜め梁頂部
の接合構造。
A joint structure at the top of H-shaped diagonal beams having a predetermined inclination angle and disposed with their end faces facing each other,
At the top end of the H-shaped diagonal beam, one flange of a joint member having a T-shaped cross section and having mounting holes formed at predetermined positions on a predetermined surface of the web of the H-shaped diagonal beam protrudes from the end surface of the H-shaped diagonal beam. and the web of the joining member is made to protrude from and fixed to the web of the H-shaped diagonal beam, and the top end portions of the H-shaped diagonal beam are opposed and joined via the joining member.
JP17965890A 1990-07-09 1990-07-09 Joint structure of top of diagonal beam Pending JPH0468147A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP17965890A JPH0468147A (en) 1990-07-09 1990-07-09 Joint structure of top of diagonal beam

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP17965890A JPH0468147A (en) 1990-07-09 1990-07-09 Joint structure of top of diagonal beam

Publications (1)

Publication Number Publication Date
JPH0468147A true JPH0468147A (en) 1992-03-03

Family

ID=16069623

Family Applications (1)

Application Number Title Priority Date Filing Date
JP17965890A Pending JPH0468147A (en) 1990-07-09 1990-07-09 Joint structure of top of diagonal beam

Country Status (1)

Country Link
JP (1) JPH0468147A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US6227109B1 (en) 1997-03-24 2001-05-08 Toray Industries, Inc. Multicolor printing apparatus with horizontally rotatable discharge station

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US6227109B1 (en) 1997-03-24 2001-05-08 Toray Industries, Inc. Multicolor printing apparatus with horizontally rotatable discharge station
US6886464B2 (en) 1997-03-24 2005-05-03 Toray Industries, Inc. Coating apparatus, printing apparatus, imaging apparatus, printing system and printing method
EP1577092A2 (en) 1997-03-24 2005-09-21 Toray Industries, Inc. Imaging, method printing apparatus, imaging apparatus, printing system and printing method

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