JPS5838804Y2 - Beam joining equipment - Google Patents

Beam joining equipment

Info

Publication number
JPS5838804Y2
JPS5838804Y2 JP1978091682U JP9168278U JPS5838804Y2 JP S5838804 Y2 JPS5838804 Y2 JP S5838804Y2 JP 1978091682 U JP1978091682 U JP 1978091682U JP 9168278 U JP9168278 U JP 9168278U JP S5838804 Y2 JPS5838804 Y2 JP S5838804Y2
Authority
JP
Japan
Prior art keywords
cut
section
raised
joint
shaped cross
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired
Application number
JP1978091682U
Other languages
Japanese (ja)
Other versions
JPS5518527U (en
Inventor
卓 高田
Original Assignee
ナショナル住宅産業株式会社
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by ナショナル住宅産業株式会社 filed Critical ナショナル住宅産業株式会社
Priority to JP1978091682U priority Critical patent/JPS5838804Y2/en
Publication of JPS5518527U publication Critical patent/JPS5518527U/ja
Application granted granted Critical
Publication of JPS5838804Y2 publication Critical patent/JPS5838804Y2/en
Expired legal-status Critical Current

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  • Joining Of Building Structures In Genera (AREA)
  • Rod-Shaped Construction Members (AREA)

Description

【考案の詳細な説明】 この考案は梁材接合装置に関するものである。[Detailed explanation of the idea] This invention relates to a beam joining device.

従来、H形鋼などで形成した梁や大引の接合装置は、第
1図に示すようにたとえば梁1のウェブ2に断面ハツト
形の取付金物3を固定するとともに、接合すべき他の大
引(または梁)4に端部プレート5を溶接したり、第2
図に示すように梁6のウェブ7にボルト孔つきの取付プ
レート8を溶接するとともに、接合すべき他の大引(図
示省略)のウェブにボルト孔を設けて、これらをそれぞ
れボルトにより接合するようにしている。
Conventionally, as shown in FIG. 1, a beam joining device made of H-shaped steel or the like, or a connecting device for connecting beams, fixes a fitting 3 having a hat-shaped cross section to a web 2 of a beam 1, and also connects other large pieces to be joined. Welding the end plate 5 to the beam (or beam) 4 or
As shown in the figure, a mounting plate 8 with bolt holes is welded to the web 7 of the beam 6, and bolt holes are provided in the webs of other large wires (not shown) to be joined, and these are joined with bolts. I have to.

ところが、これらの装置は梁に各種の接合用部品をボル
ト固定、溶接などにより取付けておく必要があり、部品
点数が多く、またその取付けに手数がかかるうえに梁の
重量が増加しコストアップの原因となっていた。
However, these devices require various joining parts to be attached to the beam by bolting, welding, etc., which requires a large number of parts, takes time to install, and increases the weight of the beam, leading to increased costs. It was the cause.

また、第2図の梁6の取付プレート8を第3図A、Hの
ようにモジュール中心線Mに合わせて取付けると、他の
梁材9の中心をモジュール芯に一致させて接合すること
ができないという問題があり、さらに同図Cのように梁
材9の厚みの半分だけ取付プレート8の取付位置をずら
せてモジュールの中心線Mを梁材9の中心に合わせるよ
うにしておくと、この梁6に取付方向性が生じ、この梁
6の設置が不便になるという問題があった。
Furthermore, if the mounting plate 8 of the beam 6 in Fig. 2 is attached to the module center line M as shown in Figs. 3A and 3H, it is possible to join the other beams 9 with their centers aligned with the module core. Furthermore, if you shift the mounting position of the mounting plate 8 by half the thickness of the beam 9 as shown in Figure C to align the center line M of the module with the center of the beam 9, this There has been a problem in that the beam 6 has a different mounting direction, making installation of the beam 6 inconvenient.

なお、溝形鋼からなる梁を2本若干離して平行に配置し
、これに直角に他の梁材を接合するものにおいては、溝
形鋼のウェブに切起し部を設けこれに梁材を接合するよ
うにしたものが提案されている。
In addition, when two beams made of channel steel are arranged parallel to each other with a slight distance apart, and another beam material is joined at right angles to this, a cut-and-raised part is provided in the web of the channel steel and the beam material is connected to this. A method has been proposed in which the two are joined together.

しかし、切起し部のつけ根での強度が弱いうえ、切起し
によって形成された切欠開口によりウェブの強度が低下
するという問題がある。
However, there is a problem in that the strength at the base of the cut and raised portion is weak, and the strength of the web is reduced due to the notch opening formed by the cut and raised portion.

したがって、この考案の目的は、部品点数が少なく、シ
かも施工に便利でかつ強度にも優れた梁材接合装置を提
供することにある。
Therefore, the purpose of this invention is to provide a beam joining device that has a small number of parts, is convenient for construction, and has excellent strength.

この考案の一実施例を第4図および第5図により説明す
る。
An embodiment of this invention will be explained with reference to FIGS. 4 and 5.

すなわち、この装置は2本の溝形材10.10’の底部
11.11’の背面を相互に接合して断面H形の梁材1
2を形成するとともに、そのウェブ13を構成している
それぞれの溝形材10.10’の底部11.11’を切
起して第5図に示すようにその切起し部14.14’と
底部11.11’とにより断面Z字形の接合部15を形
成している。
That is, this device connects the back surfaces of the bottom parts 11.11' of two channel members 10.10' to each other to form a beam member 1 with an H-shaped cross section.
2, and the bottom part 11.11' of each channel member 10.10' constituting the web 13 is cut and raised to form a cut and raised part 14.14' as shown in FIG. and the bottom portion 11.11' form a joint portion 15 having a Z-shaped cross section.

また、この接合部15における底部11.11’間はス
ポット溶接により固定されているとともに切起し部14
.14’にはそれぞれボルト孔16が設けられている。
In addition, the bottom portions 11 and 11' of this joint 15 are fixed by spot welding, and the cut and raised portion 14 is fixed by spot welding.
.. A bolt hole 16 is provided in each of the holes 14'.

さらに、この切起し部14.14’はモジュール芯を中
心線Mとして対称となる位置に設けている。
Further, the cut and raised portions 14,14' are provided at positions symmetrical to the module core with respect to the center line M.

このようにしたので、この接合部15に他の溝形材17
を接合するにはその溝形材17のウェブ18にボルト孔
19を設けておくだけでよく、このボルト孔19と前記
切起し部14(または14′)のボルト孔16を重ねて
ボルト締めすることにより簡単に梁材12と溝形材17
とを接合することができ、しかも接合用部品はボルトの
みであり、取付金物や端部プレート、取付プレート等が
一切不要となるため、材料コストならびにそれらの取付
手数を省略することができる。
Since this is done, other channel members 17 can be attached to this joint 15.
In order to join, it is sufficient to provide a bolt hole 19 in the web 18 of the channel member 17, and then overlap this bolt hole 19 with the bolt hole 16 of the cut-and-raised portion 14 (or 14') and tighten the bolts. By doing this, you can easily connect the beam material 12 and the channel material 17.
Moreover, the only joining parts are bolts, and there is no need for any mounting hardware, end plates, mounting plates, etc., so the cost of materials and the labor involved in mounting them can be omitted.

また、切起し部14.14’はモジュール芯を中心線と
して対称となる位置に設けられているため、溝形材17
が正しい位置に取付けることができるうえ、この梁材1
2は方向性がないため左右逆に施工しても溝形材17は
常に正しい位置に取付けることができる。
In addition, since the cut and raised portions 14.14' are provided at positions symmetrical with respect to the module core as the center line, the groove-shaped member 17
can be installed in the correct position, and this beam material 1
2 has no directionality, so the channel member 17 can always be installed in the correct position even if it is installed in the opposite direction.

また、この接合部15は切起し部14.14’と底部1
1.11’とで断面Z字形に形成したため、その中央部
分は底部11.11’が2重になっており、この部分で
溶接されて強固に結合されているうえ、切起し部14.
14’による底部11゜11′の欠損部分にあっても必
ず他の底部11.11’がウェブ13を形威しており、
梁材12としての断面欠損を生じることがないため強度
上の問題もない 以上のように、この考案の梁材接合装置は、2本の溝形
材の底部背面を相互に接合して断面H形の梁材を形成す
るとともにそれぞれの前記底部を相互に長手方向にずら
した位置で切起してその底部と切起し部とにより断面Z
字形の接合部を形威し、前記両溝形材の前記底部を前記
断面Z字形状の接合部において相互に溶接したものであ
るため、部品点数が少なく、シかも施工が便利であると
いう効果がある。
Moreover, this joint part 15 is connected to the cut-and-raised part 14.14' and the bottom part 1.
1.11' is formed into a Z-shaped cross section, so the bottom part 11.11' is doubled in the central part, and is welded and firmly connected at this part, and the cut-and-raised part 14.
Even if there is a missing part of the bottom 11° 11' due to 14', the other bottom 11.11' always forms the web 13,
As described above, the beam joining device of this invention joins the bottom back surfaces of two channel members to each other to form a cross section H. A beam material having a shape is formed, and the bottom portions of each are cut and raised at positions shifted from each other in the longitudinal direction, and the cross section Z is formed by the bottom portions and the cut and raised portions.
Since the bottom parts of both channel members are welded together at the Z-shaped cross-section joint, the number of parts is small and construction is convenient. There is.

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

第1図および第2図はそれぞれ従来の梁材接合装置の切
欠斜視図、第3図はその接合部分の水平断面図、第4図
はこの考案の一実施例の切欠斜視図、第5図はその水平
断面図である。 10.10’、17・・・・・・溝形材、11.11’
・・・・・底部、12・・・・・・梁材、13.18・
・・・・・ウェブ、14.14’・・・・・切起し部、
15・・・・・・接合部。
Figures 1 and 2 are respectively cutaway perspective views of a conventional beam joining device, Figure 3 is a horizontal cross-sectional view of the joint portion thereof, Figure 4 is a cutaway perspective view of an embodiment of this invention, and Figure 5. is a horizontal sectional view thereof. 10.10', 17... Channel member, 11.11'
...bottom, 12...beam material, 13.18.
... Web, 14.14' ... Cut-and-raised part,
15...Joint part.

Claims (2)

【実用新案登録請求の範囲】[Scope of utility model registration request] (1)2本の溝形材の底部背面を相互に接合して断面H
形の梁材を形成するとともに、それぞれの前記底部を相
互に長手方向にずらした位置で切起してその底部と切起
し部とにより断面Z字形の接合部を形成し、前記両溝形
材の前記底部を前記断面Z字形の接合部において相互に
溶接し、前記梁材の両側にこの梁材に対して直角方向に
延びる一対の他の梁材の端部側面を前記各切起し部の側
面に重ねて接合した梁材接合装置。
(1) The bottom back surfaces of two channel members are joined together to create a cross section H
The bottom portions of the respective grooves are cut and raised at positions shifted from each other in the longitudinal direction, and the bottom portions and the cut and raised portions form a joint having a Z-shaped cross section. The bottom portions of the materials are welded together at the joint of the Z-shaped cross section, and the end sides of a pair of other beams extending perpendicularly to the beam are cut and cut on both sides of the beam. A beam joining device that overlaps and joins the sides of the section.
(2)前記切起し部が接合用ボルト孔を有する実用新案
登録請求の範囲第(1)項記載の梁材接合装置。
(2) The beam joining device according to claim (1), wherein the cut and raised portion has a joining bolt hole.
JP1978091682U 1978-06-30 1978-06-30 Beam joining equipment Expired JPS5838804Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1978091682U JPS5838804Y2 (en) 1978-06-30 1978-06-30 Beam joining equipment

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1978091682U JPS5838804Y2 (en) 1978-06-30 1978-06-30 Beam joining equipment

Publications (2)

Publication Number Publication Date
JPS5518527U JPS5518527U (en) 1980-02-05
JPS5838804Y2 true JPS5838804Y2 (en) 1983-09-02

Family

ID=29021173

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1978091682U Expired JPS5838804Y2 (en) 1978-06-30 1978-06-30 Beam joining equipment

Country Status (1)

Country Link
JP (1) JPS5838804Y2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2011026863A (en) * 2009-07-27 2011-02-10 Shimizu Corp Beam junction structure, and construction method therefor

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111148926A (en) 2017-10-03 2020-05-12 伊格尔工业股份有限公司 Sliding component

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS4968214U (en) * 1972-09-22 1974-06-14

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2011026863A (en) * 2009-07-27 2011-02-10 Shimizu Corp Beam junction structure, and construction method therefor

Also Published As

Publication number Publication date
JPS5518527U (en) 1980-02-05

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