JPS5838803Y2 - Beam joining equipment - Google Patents

Beam joining equipment

Info

Publication number
JPS5838803Y2
JPS5838803Y2 JP1978091681U JP9168178U JPS5838803Y2 JP S5838803 Y2 JPS5838803 Y2 JP S5838803Y2 JP 1978091681 U JP1978091681 U JP 1978091681U JP 9168178 U JP9168178 U JP 9168178U JP S5838803 Y2 JPS5838803 Y2 JP S5838803Y2
Authority
JP
Japan
Prior art keywords
cut
web member
web
section
joining device
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
JP1978091681U
Other languages
Japanese (ja)
Other versions
JPS5518526U (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 JP1978091681U priority Critical patent/JPS5838803Y2/en
Publication of JPS5518526U publication Critical patent/JPS5518526U/ja
Application granted granted Critical
Publication of JPS5838803Y2 publication Critical patent/JPS5838803Y2/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に断面バッ
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1のウェブ2にボルト孔つきの取付
プレート6を溶接し、接合すべき他の大引(図示省略)
のウェブ部分にボルト孔を設けておき、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 joining device for beams or large tensioners made of H-shaped steel, etc., fixes a fitting 3 with a butt-shaped cross section to a web 2 of a beam 1, and also connects other parts to be joined. An end plate 5 may be welded to the main drawer (or beam) 4, or a mounting plate 6 with bolt holes may be welded to the web 2 of the beam 1 as shown in FIG. )
Bolt holes are provided in the web portion of the web, and these are connected with bolts.

ところがこれらの装置は、取付金物3.端部プレート5
.取付プレート6などを必要とするため部品の種類5点
数が多いうえに溶接などの固定に手数を要し、さらに梁
材の重量が増加するなどの問題があった。
However, these devices require mounting hardware3. End plate 5
.. Since the mounting plate 6 and the like are required, there are problems such as a large number of five different types of parts, a time-consuming fixing process such as welding, and an increase in the weight of the beam material.

また、第1図のように端部プレート5を梁4に溶接して
端部プレート5を介して接合することが必要な場合と、
梁のウェブ面を直接に接合することが必要な場合とがあ
るが、第1図および第2図の接合装置では前記いずれか
の接合方法しか採用できず、部材加工の共通化や部材管
理、施工等において不便という問題がある。
In addition, there are cases where it is necessary to weld the end plate 5 to the beam 4 and connect it via the end plate 5 as shown in FIG.
There are cases where it is necessary to directly join the web surfaces of the beams, but the joining devices shown in Figures 1 and 2 can only use one of the joining methods mentioned above, making it difficult to standardize component processing, manage component management, There is a problem of inconvenience during construction, etc.

したがって、この考案の目的は、梁材等の横架材の接合
部分に関して部品の点数が少く、シかも接合作業が簡単
で、かつ2通りの接合方法が採れる接合装置を提供する
ことである。
Therefore, the purpose of this invention is to provide a joining device that requires fewer parts in the joining portions of horizontal members such as beams, has simple joining operations, and can employ two joining methods.

この考案の実施例を第3図ないし第9図に基づいて説明
する。
An embodiment of this invention will be explained based on FIGS. 3 to 9.

まず、この考案の第1の実施例は、第3図に示すように
2本のアングルを接合して断面丁字形とした梁7のウェ
ブ8の両側部に切起し部9を設けるとともに、その先端
を梁7の長手方向に沿うようL字形に折曲してそれぞれ
の各面にボルト孔10を設けている。
First, in the first embodiment of this invention, as shown in FIG. 3, cut and raised portions 9 are provided on both sides of the web 8 of the beam 7, which has a T-shaped cross section by joining two angles. Its tip is bent into an L-shape along the longitudinal direction of the beam 7, and bolt holes 10 are provided on each side.

このようにしたため、第4図に示すように他の梁11と
接合するには、端部からボルト孔つきのウェブ12を突
出させてそのウェブ12をボルト13により切起し部9
の基部14と簡単に接合することができ、また端部プレ
ート15を備えた梁16と接続するにも切起し部9の先
端のL字形折曲部18とボルト13で簡単に接続するこ
とができる。
Because of this, in order to join another beam 11 as shown in FIG.
It can be easily connected to the base 14 of the base 14, and also it can be easily connected to the L-shaped bent part 18 at the tip of the cut-and-raised part 9 with bolts 13 to connect to the beam 16 having the end plate 15. Can be done.

このように2通りの接合方法が自由に選べるため、部材
加工の共通化や部材管理、施工において便利である。
In this way, two joining methods can be freely selected, which is convenient for standardizing component processing, component management, and construction.

また、第2の実施例は、第5図に示すように、2本のチ
ャンネルをH字形に接合した梁19のウェブ20の両側
に切起し部21を設けるとともに、この切起し部21を
コ字形に折曲してフランジ22方向に起立した角筒を形
成し、コ字形の各面にボルト孔23を形成している。
Further, in the second embodiment, as shown in FIG. is bent into a U-shape to form a rectangular tube standing upright in the direction of the flange 22, and bolt holes 23 are formed on each side of the U-shape.

なお、接合すべき他の梁19′はウェブ20′をフラン
ジ22′よりも長手方向に突出させてその突出部分にボ
ルト孔23′を設けている。
The other beam 19' to be joined has a web 20' that projects in the longitudinal direction beyond the flange 22', and bolt holes 23' are provided in the projecting portion.

このようにしたため、コ字形の任意の面に他の梁材を第
1の実施例と同様に接合することができるうえ接合強度
を高めることができる。
By doing this, other beam materials can be joined to any arbitrary surface of the U-shape in the same manner as in the first embodiment, and the joining strength can be increased.

なお、第6図ないし第8図は梁材接合装置の提案例を示
す。
Note that FIGS. 6 to 8 show proposed examples of beam joining devices.

すなわち、梁24に切起し部25をウェブ26から単に
直角に切起して形威し、ボルト孔27を設けたのみで極
めて簡単に製作することができる。
That is, it can be manufactured extremely easily by simply cutting and raising the cut-and-raised portion 25 from the web 26 at right angles to the beam 24 and forming the bolt hole 27 therein.

なお、この場合第9図に示すように補強プレート28を
設けてもよい。
In this case, a reinforcing plate 28 may be provided as shown in FIG.

以上のように、この考案の梁材接合装置は、フランジ部
材とウェブ部材とを有する梁材の前記ウェブ部材に、こ
のウェブ部材から起立する部分とこの部分から直角に延
設されて前記ウェブ部材と平行となる部分とを有する切
起し部を設け、この切起し部の前記各部分にボルト孔を
設け、その切起し部を他の梁材に接合するようにしたた
め、部品の点数が少く、シかも接合作業が簡単であり、
また2種類の接合方法が採れて部材加工の共通化や部材
管理、施工に便利という効果を有する。
As described above, the beam joining device of the present invention has a part that stands up from the web member and a part that extends perpendicularly from this part to the web member of the beam member that has a flange member and a web member. A cut-and-raised part is provided, and bolt holes are provided in each part of this cut-and-raised part, and the cut-and-raised part is connected to other beam materials, so the number of parts is reduced. There is less friction and the joining work is easy.
In addition, two types of joining methods can be used, making it convenient for standardizing component processing, component management, and construction.

【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図はこの考案の第1の実施例の切欠斜視
図、第4図はその接合状態の水平断面図、第5図は第2
の実施例の切欠斜視図、第6図ないし第8図は接合装置
の提案例の接合状態の水平断面図、第9図はその提案例
の変形例の斜視図である。 7.16,19.19’、24・・・・・・梁、8,1
2,20.20’、26・・・・・・ウェブ、9,21
.25・・・・・・切起し部、10,23.23’、2
7・・・・・・ボルト孔、13・・・・・・ボルト。
1 and 2 are respectively a cutaway perspective view of a conventional beam joining device, FIG. 3 is a cutaway perspective view of the first embodiment of this invention, and FIG. 4 is a horizontal sectional view of the joined state. Figure 5 is the second
FIGS. 6 to 8 are horizontal sectional views of a proposed example of the joining device in a joined state, and FIG. 9 is a perspective view of a modification of the proposed example. 7.16, 19.19', 24...beam, 8,1
2, 20. 20', 26... Web, 9, 21
.. 25... cut and raised part, 10, 23.23', 2
7...Bolt hole, 13...Bolt.

Claims (3)

【実用新案登録請求の範囲】[Scope of utility model registration request] (1)フランジ部材とウェブ部材とを有する梁材の前記
ウェブ部材に、このウェブ部材から起立する部分とこの
部分から直角に延設されて前記ウェブ部材に平行となる
部分とを有する切起し部を設け、この切起し部の前記各
部分にボルト孔を設け、前記梁材に対して直角方向に延
びる他の梁材の端部側面を前記起立する部分に重ねてボ
ルト接合しまたは前記化の梁材の端部プレートを前記平
行となる部分に重ねてボルト接合した梁材接合装置。
(1) The web member of a beam member having a flange member and a web member is cut and raised, and has a portion that stands up from the web member and a portion that extends at right angles from this portion and is parallel to the web member. A section is provided, bolt holes are provided in each section of the cut and raised section, and the end side surface of another beam extending perpendicularly to the beam is overlapped and bolted to the upright section, or A beam joining device in which the end plates of the parallel beams are overlapped and bolted to the parallel parts.
(2)前記切起し部がウェブ部材の両側に形成されてい
る実用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 portions are formed on both sides of the web member.
(3)前記梁材が2本の溝形鋼の底面を相互に接合した
部材から゛なる実用新案登録請求の範囲第(1)項記載
の梁材接合装置。
(3) The beam joining device according to claim 1, wherein the beam comprises a member in which the bottom surfaces of two channel steels are joined together.
JP1978091681U 1978-06-30 1978-06-30 Beam joining equipment Expired JPS5838803Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1978091681U JPS5838803Y2 (en) 1978-06-30 1978-06-30 Beam joining equipment

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1978091681U JPS5838803Y2 (en) 1978-06-30 1978-06-30 Beam joining equipment

Publications (2)

Publication Number Publication Date
JPS5518526U JPS5518526U (en) 1980-02-05
JPS5838803Y2 true JPS5838803Y2 (en) 1983-09-02

Family

ID=29021171

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1978091681U Expired JPS5838803Y2 (en) 1978-06-30 1978-06-30 Beam joining equipment

Country Status (1)

Country Link
JP (1) JPS5838803Y2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS58146652A (en) * 1982-02-24 1983-09-01 株式会社巳組鐵工所 Three-dimensional truss

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

Also Published As

Publication number Publication date
JPS5518526U (en) 1980-02-05

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