JPH10114998A - Mounting structure of horizontal member - Google Patents

Mounting structure of horizontal member

Info

Publication number
JPH10114998A
JPH10114998A JP27063096A JP27063096A JPH10114998A JP H10114998 A JPH10114998 A JP H10114998A JP 27063096 A JP27063096 A JP 27063096A JP 27063096 A JP27063096 A JP 27063096A JP H10114998 A JPH10114998 A JP H10114998A
Authority
JP
Japan
Prior art keywords
horizontal member
ball joint
mounting plate
bolt
plate
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
JP27063096A
Other languages
Japanese (ja)
Inventor
Tetsuo Yamashita
哲郎 山下
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.)
Tomoe Corp
Original Assignee
Tomoe Corp
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Tomoe Corp filed Critical Tomoe Corp
Priority to JP27063096A priority Critical patent/JPH10114998A/en
Publication of JPH10114998A publication Critical patent/JPH10114998A/en
Pending legal-status Critical Current

Links

Abstract

PROBLEM TO BE SOLVED: To reduce the eccentric quantity of the installation of a horizontal member to a chief material and a ball joint by projecting a connecting bolt from the chief material and the ball joint for supporting the horizontal member to the chief material and the ball joint for a steel-frame constructed frame and placing a mounting plate, to which the horizontal member is set up, along the connecting bolt and fixing the mounting plate by welding. SOLUTION: A connecting bolt 3, to which a mounting plate 4 is fitted, is installed to a ball joint 1 and levelled, the web 2a of the horizontal member 2 is annexed onto a surface on the connecting bolt side of the mounting plate 4, and fixed by bolt-nut 6. The connecting belt 3 placed on the extension of the center of the ball of the ball joint 1 and the web 2a of the horizontal member 2 are placed on approximately a straight line through the mounting plate 4, and eccentric quantity with the central axis of the horizontal member 2 to the center of the ball of the ball joint 1 cab be made smaller than conventional devices. Accordingly, eccentric bending working to a space truss in a lower section is reduced, and the secondary bending stress of the space truss, etc., can be lowered.

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】この発明は、鉄骨トラスなど
の鉄骨造架構の主材や球継手に横架材を支持させるため
の鉄骨造架構における横架材の取付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 main structure of a steel frame such as a steel truss and a mounting structure of a horizontal member in a steel frame for supporting the horizontal member on a ball joint.

【0002】[0002]

【従来技術】鉄骨トラス構造物の仕上工事においては、
鉄骨トラスなどの主材や球継手に、屋根の母屋材として
の横架材を取付けており、従来においては、図4に示す
ように、取付金具50を球継手1に取付け、この取付金
具50の上部にH形鋼からなる横架材2の端部を取付け
ている。
2. Description of the Related Art In the finishing work of steel truss structures,
A horizontal member as a roof purlin material is attached to a main member such as a steel truss or a ball joint. Conventionally, as shown in FIG. Is attached to the upper end of the horizontal member 2 made of H-shaped steel.

【0003】この取付金具50は断面L字状であり、そ
の基部片50aを球継手1の上部の固定面にボルト51
により固定し、この基部片50aから一体的に立ち上が
る突出片50bの上部に横架材2の端部をウェブ2a部
分でボルト・ナット52により固定している。なお、取
付金具50には、座屈止めのリブプレート53を横架材
2の端面間の隙間に位置するように設けている。また、
横架材2の端部における下部には、切欠部54を設け、
突出片50bに対して横架材2を上または横から取付け
可能としている。
The mounting bracket 50 has an L-shaped cross section, and a base piece 50a is attached to a fixing surface on the upper part of the ball joint 1 by a bolt 51.
The end of the transverse member 2 is fixed to the upper part of the protruding piece 50b integrally rising from the base piece 50a at the web 2a portion with a bolt / nut 52. Note that the mounting bracket 50 is provided with a rib plate 53 for preventing buckling so as to be located in a gap between the end faces of the horizontal member 2. Also,
A notch 54 is provided at a lower portion of the end of the horizontal member 2,
The horizontal member 2 can be attached to the projecting piece 50b from above or from the side.

【0004】[0004]

【発明が解決しようとする課題】しかしながら、前述の
ような従来の取付構造の場合、主材または球継手1の中
心に対する横架材2の中心との偏心量が大きく、偏心曲
げを許容し難い下部の立体トラス構造に発生する2次曲
げ応力が大きくなる問題があった。また、取付金具50
には、リブプレート53を必要とし、構造が複雑とな
り、製作工数も増え、コストがかかるなどの問題があっ
た。
However, in the case of the conventional mounting structure as described above, the amount of eccentricity between the center of the main member or the ball joint 1 and the center of the horizontal member 2 is large, and it is difficult to allow eccentric bending. There is a problem that the secondary bending stress generated in the lower space truss structure becomes large. Also, the mounting bracket 50
Has a problem that the rib plate 53 is required, the structure is complicated, the number of manufacturing steps is increased, and the cost is increased.

【0005】この発明は、前述のような従来の問題点を
解消すべくなされたもので、その目的は、主材または球
継手に対する横架材の取付偏心量を少なくできると共
に、比較的簡単な構造とすることができる横架材の取付
構造を提供することにある。
SUMMARY OF THE INVENTION The present invention has been made to solve the above-mentioned conventional problems, and has as its object to reduce the amount of eccentricity of the mounting of the transverse member to the main member or the ball joint, and to provide a relatively simple structure. An object of the present invention is to provide a mounting structure for a horizontal member, which can have a structure.

【0006】[0006]

【課題を解決するための手段】この発明は、鉄骨造架構
の主材または球継手に横架材を支持させるための鉄骨造
架構における横架材の取付構造において、前記主材また
は球継手に接合ボルトを前記横架材に向かって突出する
ように取付けると共に、ナットによりレベル調整可能に
固定し、この接合ボルトの上部軸部に取付プレートの下
部を添わせて溶接により固定し、この取付プレートの上
部に前記横架材を取付けてなることを特徴とする。
SUMMARY OF THE INVENTION The present invention relates to a structure for mounting a horizontal member in a steel frame for supporting the horizontal member on a main member or a ball joint of a steel frame, wherein the main member or the ball joint is connected to the main member or the ball joint. The joining bolt is mounted so as to protrude toward the horizontal member, and is fixed by a nut so that the level can be adjusted. The lower end of the attaching plate is attached to the upper shaft of the joining bolt and fixed by welding. Characterized in that the horizontal member is attached to the upper part of the frame.

【0007】取付プレートは、図1に示すように、一枚
のプレートから構成してもよいし、図2に示すように、
上部プレートと下部プレートを組み合わせたものを使用
してもよい。さらに、図3に示すように、アングル材か
ら構成してもよく、この場合には、アングル材の下部片
を接合ボルトに固定し、上部片にスプライスプレートを
介して横架材を取付ける。
The mounting plate may be constituted by a single plate as shown in FIG. 1, or as shown in FIG.
A combination of an upper plate and a lower plate may be used. Further, as shown in FIG. 3, an angle material may be used. In this case, a lower piece of the angle material is fixed to a joining bolt, and a horizontal member is attached to the upper piece via a splice plate.

【0008】以上のような構成において、横架材に取付
けられる取付プレートが、主材または球継手に取付けら
れる接合ボルトに直接固定されているため、接合ボルト
の上部に横架材のウェブ部分を位置させることができ、
主材または球継手に対する横架材の中心軸の偏心量が小
さくなり、下部の立体トラス等に作用する偏心曲げが低
減する。取付構造が取付プレートと接合ボルトで構成さ
れ、簡単な構造となり、制作の工数も低減される。ま
た、接合ボルトとナットにより現場でのレベル調整が可
能となる。
[0008] In the above construction, since the mounting plate to be attached to the cross member is directly fixed to the joining bolt attached to the main member or the ball joint, the web portion of the transverse member is provided above the joining bolt. Can be located
The amount of eccentricity of the central axis of the transverse member with respect to the main member or the ball joint is reduced, and eccentric bending acting on the lower space truss and the like is reduced. The mounting structure is made up of mounting plates and joining bolts, so that the structure is simple and the number of production steps is reduced. Further, the level can be adjusted on site by the joining bolts and nuts.

【0009】[0009]

【発明の実施の態様】以下、この発明を図示する実施例
に基いて説明する。これは立体トラスの球継手に横架材
を支持させる例である。図1にこの発明の第1実施例を
示す。図2にこの発明の第2実施例を示す。図3にこの
発明の第3実施例を示す。
DESCRIPTION OF THE PREFERRED EMBODIMENTS The present invention will be described below with reference to the illustrated embodiments. This is an example in which a horizontal member is supported by a ball joint of a space truss. FIG. 1 shows a first embodiment of the present invention. FIG. 2 shows a second embodiment of the present invention. FIG. 3 shows a third embodiment of the present invention.

【0010】図1に示す第1実施例においては、球継手
1に接合ボルト3を横架材2に向かって突出するように
取付け、この接合ボルト3の上部軸部に平板状の取付プ
レート4の下部側面を添接させて溶接5により固定し、
この取付プレート4の上部に横架材2のウェブ2aを添
接させてボルト・ナット6により取付ける。
In the first embodiment shown in FIG. 1, a joint bolt 3 is attached to a ball joint 1 so as to protrude toward a transverse member 2, and a flat mounting plate 4 is attached to an upper shaft portion of the joint bolt 3. Affix the lower side by welding 5
The web 2a of the horizontal member 2 is attached to the upper portion of the mounting plate 4 and attached by bolts and nuts 6.

【0011】接合ボルト3は一般的な六角ボルトであ
り、その下部ねじ部分を球継手1の雌ねじ7に螺入させ
て固定用のナット8で固定することにより、レベル調整
可能とする。また、接合ボルト3の下部ねじ部分を球継
手1の中央部を貫通させ、上下にナット8を設けるよう
にしてもよい。
The joint bolt 3 is a general hexagonal bolt, and its lower threaded portion is screwed into the female screw 7 of the ball joint 1 and fixed with a fixing nut 8 so that the level can be adjusted. Further, the lower threaded portion of the joining bolt 3 may be made to penetrate the center of the ball joint 1 and nuts 8 may be provided on the upper and lower sides.

【0012】取付プレート4の上部には横架材2のウェ
ブ2aが位置するため、横架材2の下部フランジ2bと
ウェブ2a下部を切り欠いて切欠部9を形成し、取付プ
レート4に対して横架材2を上または横から取付けられ
るようにする。また、取付プレート4の中央部には孔1
0を設け、接合ボルト3のボルト頭を収納できるように
する。なお、接合ボルト3は、図1(c)、(d)に示
すように、全ねじボルトまたはボルト頭のないボルトと
してもよく、この場合には、孔10を省略できる。
Since the web 2a of the horizontal member 2 is located above the mounting plate 4, the lower flange 2b of the horizontal member 2 and the lower portion of the web 2a are cut out to form a notch 9, and So that the horizontal member 2 can be attached from above or from the side. A hole 1 is provided at the center of the mounting plate 4.
0 is provided so that the bolt head of the joining bolt 3 can be stored. As shown in FIGS. 1C and 1D, the joining bolt 3 may be a full screw bolt or a bolt without a bolt head. In this case, the hole 10 can be omitted.

【0013】以上のような構成において、取付プレート
4の付いた接合ボルト3を球継手1に取付けてレベル調
整した後、取付プレート4の接合ボルト側の面に横架材
2のウェブ2aを添接し、ボルト・ナット6により固定
する。球継手1の球心の延長線上に位置する接合ボルト
3と、横架材2のウェブ2aとが、取付プレート4を介
してほぼ一直線上に位置し、球継手1の球心に対する横
架材2の中心軸との偏心量を従来に比べて小さくするこ
とができる。
In the above-described configuration, after the joining bolt 3 with the attaching plate 4 is attached to the ball joint 1 and the level is adjusted, the web 2a of the horizontal member 2 is attached to the joining bolt side surface of the attaching plate 4. And fixed by bolts and nuts 6. The joining bolt 3 located on the extension of the ball center of the ball joint 1 and the web 2a of the cross member 2 are positioned substantially in a straight line via the mounting plate 4, and the cross member with respect to the ball center of the ball joint 1 The amount of eccentricity with respect to the center axis of No. 2 can be reduced as compared with the related art.

【0014】図2に示す第2実施例においては、2つの
プレート11、12を上下に組み合わせて取付プレート
4’を構成する。上部プレート11の中央部に下から中
間位置までスリットを形成し、このスリットに下部プレ
ート12を差し込むなどして、上部プレート11と下部
プレート12が直交するように組み合わせ、溶接で一体
化しておく。上部プレート11は一般的に用いられるス
プライスプレートと同様の形状で横架材2の端部におけ
るウェブ2aにボルト・ナット6で固定し、下部プレー
ト12の下部を接合ボルト3の上部軸部に溶接5で固定
する。
In the second embodiment shown in FIG. 2, a mounting plate 4 'is constructed by combining two plates 11, 12 up and down. A slit is formed in the center of the upper plate 11 from the bottom to the middle position, and the lower plate 12 is inserted into the slit, and the upper plate 11 and the lower plate 12 are combined so as to be orthogonal to each other and integrated by welding. The upper plate 11 has the same shape as a commonly used splice plate, and is fixed to the web 2a at the end of the horizontal member 2 with bolts and nuts 6, and the lower portion of the lower plate 12 is welded to the upper shaft portion of the joining bolt 3. Fix at 5.

【0015】この場合も、取付プレート4’の付いた接
合ボルト3を球継手1に取付けてレベル調整した後、上
部プレート11の接合ボルト側の面に横架材2のウェブ
2aを添接し、ボルト・ナット6により固定する。この
ような取付プレート4’の場合、取付偏心量を小さくで
きるのはもちろんのこと、下部プレート12が横架材2
の端部間の隙間に位置するため、横架材2の接合端部に
切欠部9を設けなくてもよい利点がある。
Also in this case, after the joining bolt 3 with the attaching plate 4 'is attached to the ball joint 1 and the level is adjusted, the web 2a of the horizontal member 2 is attached to the surface of the upper plate 11 on the joining bolt side. Fix with bolts and nuts 6. In the case of such a mounting plate 4 ', not only can the mounting eccentricity be reduced, but also the lower plate 12
There is an advantage that the notch 9 does not need to be provided at the joint end of the horizontal member 2 because it is located in the gap between the ends.

【0016】図3に示す第3実施例においては、アング
ル材13を用いて取付プレート4”とする。この場合に
は、横架材2のフランジ2b同士、必要に応じてウェブ
2a同士を、スプライスプレート14、15、16によ
り接合し、下部フランジのスプライスプレート15の下
面の片側にアングル材13の水平上部片を溶接で固定し
ておく。アングル材13の鉛直下部片に接合ボルト3の
上部軸部を溶接5で固定する。
In the third embodiment shown in FIG. 3, the mounting plate 4 "is formed by using an angle member 13. In this case, the flanges 2b of the horizontal member 2 and, if necessary, the webs 2a are connected. Joined by the splice plates 14, 15, 16 and fixed by welding a horizontal upper piece of the angle material 13 to one side of the lower surface of the splice plate 15 of the lower flange. The shaft is fixed by welding 5.

【0017】この場合も、下部のスプライスプレート1
5・アングル材13が一体的に取付けられた接合ボルト
3を球継手1に取付けてレベル調整した後、下部のスプ
ライスプレート15の上に横架材2の下部フランジ2b
を載せ、スプライスプレート14、15(16)をボル
ト・ナット6により横架材2に固定する。
Also in this case, the lower splice plate 1
5. After attaching the joint bolt 3 integrally attached with the angle member 13 to the ball joint 1 and adjusting the level, the lower flange 2b of the horizontal member 2 is placed on the lower splice plate 15.
And fix the splice plates 14, 15 (16) to the horizontal member 2 with bolts and nuts 6.

【0018】このようなアングル材の場合、取付偏心量
を小さくできるのはもちろんのこと、切欠部9を設けな
くてもよい利点があり、さらに、図3(c)に示すよう
に、横架材2を連続させて通すことができ、また切欠部
9がないため(切欠部9がある場合には力学上曲げモー
メントが伝達されず、連続梁として扱えない)、連続梁
として扱える利点がある。このように通し材とする場合
には、スプライスプレートは省略することができる。
In the case of such an angle material, not only the mounting eccentric amount can be reduced, but also there is an advantage that the notch 9 is not required. Further, as shown in FIG. Since the material 2 can be passed continuously, and there is no notch 9 (when there is the notch 9, the bending moment is not transmitted mechanically and cannot be handled as a continuous beam), there is an advantage that the material 2 can be handled as a continuous beam. . When the threading member is used as described above, the splice plate can be omitted.

【0019】なお、以上は立体トラス等の球継手につい
て説明したが、鉄骨造架構の主材にも同様に適用できる
ことはいうまでもない。
Although the above description has been given of a ball joint such as a space truss, it goes without saying that the present invention can be similarly applied to a main member of a steel frame structure.

【0020】[0020]

【発明の効果】この発明に係る横架材の取付構造は、鉄
骨造架構の主材や球継手に横架材を支持させるために接
合ボルトを主材や球継手から突出させ、横架材が取付け
られる取付プレートを接合ボルトに添わせて溶接で固定
するようにしたため、次のような効果を奏する。
According to the present invention, there is provided a mounting structure for a transverse member, wherein a connecting bolt is projected from the main member or the ball joint to support the transverse member on the main member or the ball joint of the steel frame. Since the mounting plate to which is mounted is fixed by welding along the joining bolt, the following effects are obtained.

【0021】(1) 主材や球継手に対する横架材の取付偏
心量を従来よりも小さくすることができ、下部の立体ト
ラス等に作用する偏心曲げを低減し、立体トラス等の2
次曲げ応力を低減することができる。
(1) The amount of eccentricity of the mounting of the horizontal member to the main member and the ball joint can be made smaller than before, and the eccentric bending acting on the lower space truss and the like can be reduced.
Next bending stress can be reduced.

【0022】(2) 横架材の取付構造を取付プレートと接
合ボルトで構成することができるため、簡単な構造とす
ることができ、さらに取付プレートと接合ボルトを溶接
で取付けるだけでよいため、制作の工数も低減すること
ができ、コストを従来に比べて大幅に低減することがで
きる。
(2) Since the mounting structure of the horizontal member can be constituted by the mounting plate and the connecting bolts, the structure can be simplified, and the mounting plate and the connecting bolts need only be mounted by welding. Production man-hours can also be reduced, and costs can be significantly reduced as compared with the conventional case.

【0023】(3) 接合ボルトとナットにより横架材のレ
ベル調整を現場で簡単に行うことができる。
(3) The level of the horizontal member can be easily adjusted on site by using the joining bolts and nuts.

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

【図1】この発明に係る鉄骨造架構における横架材の取
付構造の第1実施例であり、(a)は正面図、(b)は
横断面図、(c)、(d)は接合ボルトの変形例を示す
横断面図である。
FIG. 1 shows a first embodiment of a mounting structure of a horizontal frame member in a steel frame structure according to the present invention, wherein (a) is a front view, (b) is a cross-sectional view, and (c) and (d) are joined. It is a cross-sectional view which shows the modification of a bolt.

【図2】この発明に係る鉄骨造架構における横架材の取
付構造の第2実施例であり、(a)は正面図、(b)は
横断面図である。
FIGS. 2A and 2B are a second embodiment of a mounting structure of a horizontal frame member in a steel frame structure according to the present invention, wherein FIG. 2A is a front view and FIG.

【図3】この発明に係る鉄骨造架構における横架材の取
付構造の第3実施例であり、(a)は正面図、(b)は
横断面図、(c)は横架材を通し材とした場合の概略正
面図である。
3A and 3B show a third embodiment of a mounting structure of a horizontal member in a steel frame structure according to the present invention, wherein FIG. 3A is a front view, FIG. 3B is a horizontal sectional view, and FIG. It is a schematic front view at the time of using a material.

【図4】従来の鉄骨造架構における横架材の取付構造で
あり、(a)は正面図、(b)は横断面図である。
4A and 4B show a mounting structure of a horizontal frame member in a conventional steel frame structure, wherein FIG. 4A is a front view and FIG.

【符号の説明】[Explanation of symbols]

1…球継手 2…横架材 3…接合ボルト 4…取付プレート 5…溶接 6…ボルト・ナット 7…雌ねじ 8…ナット 9…切欠部 10…孔 11…上部プレート 12…下部プレート 13…アングル材 14、15、16…スプライスプレート DESCRIPTION OF SYMBOLS 1 ... Ball joint 2 ... Horizontal material 3 ... Joint bolt 4 ... Mounting plate 5 ... Welding 6 ... Bolt and nut 7 ... Female screw 8 ... Nut 9 ... Notch 10 ... Hole 11 ... Upper plate 12 ... Lower plate 13 ... Angle material 14, 15, 16 ... Splice plate

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 鉄骨造架構の主材または球継手に横架材
を支持させるための鉄骨造架構における横架材の取付構
造において、 前記主材または球継手に接合ボルトを前記横架材に向か
って突出するように取付けると共に、ナットによりレベ
ル調整可能に固定し、この接合ボルトの上部軸部に取付
プレートの下部を添わせて溶接により固定し、この取付
プレートの上部に前記横架材を取付けてなることを特徴
とする横架材の取付構造。
1. A mounting structure for a transverse member in a steel frame for supporting a transverse member to a main member or a ball joint of a steel frame, wherein a joining bolt is attached to the main member or the ball joint to the transverse member. At the same time, it is fixed so that the level can be adjusted with a nut, and the lower part of the mounting plate is fixed to the upper shaft of the joining bolt by welding, and the horizontal member is mounted on the upper part of the mounting plate. A mounting structure for a horizontal member characterized by being mounted.
JP27063096A 1996-10-14 1996-10-14 Mounting structure of horizontal member Pending JPH10114998A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP27063096A JPH10114998A (en) 1996-10-14 1996-10-14 Mounting structure of horizontal member

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP27063096A JPH10114998A (en) 1996-10-14 1996-10-14 Mounting structure of horizontal member

Publications (1)

Publication Number Publication Date
JPH10114998A true JPH10114998A (en) 1998-05-06

Family

ID=17488770

Family Applications (1)

Application Number Title Priority Date Filing Date
JP27063096A Pending JPH10114998A (en) 1996-10-14 1996-10-14 Mounting structure of horizontal member

Country Status (1)

Country Link
JP (1) JPH10114998A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105040977A (en) * 2015-08-07 2015-11-11 福建工程学院 Concrete structure formwork early-dismantling flat-adjustable top support achieving universal rotation of bracket
CN105587130A (en) * 2014-11-14 2016-05-18 五冶集团上海有限公司 Space latticed shell welding ball locating device and application method thereof

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105587130A (en) * 2014-11-14 2016-05-18 五冶集团上海有限公司 Space latticed shell welding ball locating device and application method thereof
CN105040977A (en) * 2015-08-07 2015-11-11 福建工程学院 Concrete structure formwork early-dismantling flat-adjustable top support achieving universal rotation of bracket
CN105040977B (en) * 2015-08-07 2017-04-12 福建工程学院 Concrete structure formwork early-dismantling flat-adjustable top support achieving universal rotation of bracket

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