JPH0352356Y2 - - Google Patents

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Publication number
JPH0352356Y2
JPH0352356Y2 JP693786U JP693786U JPH0352356Y2 JP H0352356 Y2 JPH0352356 Y2 JP H0352356Y2 JP 693786 U JP693786 U JP 693786U JP 693786 U JP693786 U JP 693786U JP H0352356 Y2 JPH0352356 Y2 JP H0352356Y2
Authority
JP
Japan
Prior art keywords
flange
crosspiece
notch
horizontal
bar
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
JP693786U
Other languages
Japanese (ja)
Other versions
JPS62118831U (en
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 filed Critical
Priority to JP693786U priority Critical patent/JPH0352356Y2/ja
Publication of JPS62118831U publication Critical patent/JPS62118831U/ja
Application granted granted Critical
Publication of JPH0352356Y2 publication Critical patent/JPH0352356Y2/ja
Expired legal-status Critical Current

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Landscapes

  • Fencing (AREA)
  • Mutual Connection Of Rods And Tubes (AREA)

Description

【考案の詳細な説明】 〔産業上の利用分野〕 本考案は、ベランダ用手摺りや階段用手摺り、
或いはガーデンフエンス、道路用フエンスなどと
して用いられる建築用格子体の桟接続構造に関す
る。
[Detailed description of the invention] [Industrial application field] The invention is applicable to balcony handrails, stair railings,
Alternatively, the present invention relates to a crosspiece connection structure of an architectural lattice body used as a garden fence, road fence, etc.

〔従来の技術〕[Conventional technology]

この種の建築用格子体の桟接続構造としては、
第6図,第7図で示すように、中空状の横桟01
の一側面に突設されたフランジ02に、中空状の
縦桟03の、相対向する一組の側辺に嵌合可能な
差込み接続用の切欠部04,04を形成し、これ
ら切欠部04,04間に位置するフランジ部分0
2aには、横桟01の長手方向に向かつて開口す
る凹部05,05を形成するとともに、前記縦桟
03には、前記フランジ部分02aを横桟01の
横巾方向両側から抱持する突起06と、前記凹部
05,05に係合する抜止め突起07とをカシメ
加工により形成したものが知られている。(例え
ば実開昭60−41449号公報)。
This type of architectural lattice crosspiece connection structure is as follows:
As shown in Fig. 6 and Fig. 7, the hollow horizontal bar 01
A flange 02 protruding from one side is formed with notches 04, 04 for plug-in connection that can fit into a pair of opposing sides of a hollow vertical bar 03. , 04 flange part 0
2a is formed with recesses 05, 05 that open toward the longitudinal direction of the horizontal bar 01, and the vertical bar 03 has protrusions 06 that hold the flange portion 02a from both sides of the horizontal bar 01 in the width direction. and a retaining protrusion 07 that engages with the recesses 05, 05 are formed by caulking. (For example, Utility Model Application Publication No. 60-41449).

この従来の桟接続構造による場合は、横桟01
のフランジ02の切欠部04,04に縦桟03を
差込んだのち、抱持突起06と抜止め突起07と
を現場でのカシメ加工によつて形成しなければな
らず、しかも、前記フランジ部分02aに近接位
置する他のフランジ部分02b,02bがカシメ
加工の邪魔になるため、現場での施工に多くの労
力と手間を要する。
In the case of this conventional crosspiece connection structure, the horizontal crosspiece 01
After inserting the vertical beam 03 into the notches 04, 04 of the flange 02, the holding protrusion 06 and the retaining protrusion 07 must be formed by caulking on site. Since the other flange parts 02b, 02b located close to 02a get in the way of caulking, much labor and effort is required for construction on site.

〔考案が解決しようとする問題点〕[Problem that the invention attempts to solve]

本考案は、上述の実情に鑑みて勘案されたもの
であり、その目的は、桟接続構造全体を頑丈に構
成し乍らも、現場施工を能率良く簡便に行うこと
ができるようにする点にある。
The present invention has been developed in view of the above-mentioned circumstances, and its purpose is to make the entire crosspiece connection structure sturdy, while also making it possible to perform on-site construction efficiently and easily. be.

〔問題点を解決するための手段〕[Means for solving problems]

本考案による建築用格子体の桟接続構造の特徴
構成は、中空状の横桟の一側面に突設されたフラ
ンジの先端に、フランジの肉厚よりも大なる巾の
補強部を連設し、この補強部とフランジとに亘つ
て、中空状の縦桟の差込み接続を許す切欠部を形
成するとともに、前記縦桟には、横桟のフランジ
の、切欠部の両側脇に位置するフランジ部分にそ
れぞれ外嵌するフランジを連設し、このフランジ
には、横桟の切欠部に縦桟を所定位置にまで差込
んだとき、前記フランジと補強部との連設部分の
段部に弾性的に係合する抜止め片を設けた点にあ
り、その作用・効果は次の通りである。
The characteristic configuration of the crosspiece connection structure of the architectural lattice body according to the present invention is that a reinforcing part with a width larger than the wall thickness of the flange is connected to the tip of the flange protruding from one side of the hollow horizontal crosspiece. A notch is formed between the reinforcing portion and the flange to allow insertion and connection of a hollow vertical bar, and the vertical bar has flange portions located on both sides of the notch of the flange of the horizontal bar. A flange that fits externally is provided in series, and when the vertical bar is inserted into the notch of the horizontal bar to a predetermined position, the flange has an elastic part at the step where the flange and the reinforcing part are connected. The main feature is that a retaining piece is provided that engages with the holder, and its functions and effects are as follows.

〔作用〕[Effect]

つまり、横桟の切欠部に縦桟を所定位置にまで
差込むだけで組付けることができるものであり乍
ら、横桟の長手方向でのズレ移動は横桟のフラン
ジ及び補強部と縦桟との広い面接当により、ま
た、横桟の横巾方向でのズレ移動は横桟のフラン
ジ及び補強部と縦桟のフランジとの広い面接当に
よりそれぞれ確実に阻止すうことができる。しか
も、縦桟の抜出し移動は、横桟のフランジと補強
部との強度の大なる連設部分に形成された段部と
縦桟のフランジに設けられ抜止め片との係合によ
つて強力に阻止することができる。
In other words, although it can be assembled by simply inserting the vertical beam into the notch of the horizontal beam to the specified position, any misalignment in the longitudinal direction of the horizontal beam will occur due to the flange and reinforcement part of the horizontal beam and the vertical beam. The displacement movement of the horizontal beam in the width direction can be reliably prevented by the wide surface contact between the flanges and reinforcing portions of the horizontal beam and the flanges of the vertical beam. In addition, the removal movement of the vertical bar is made strong due to the engagement of the stepped part formed in the strong connection between the flange of the horizontal bar and the reinforcing part with the retaining piece provided on the flange of the vertical bar. can be prevented.

〔考案の効果〕[Effect of idea]

従つて、現場での横桟及び縦桟に対する加工を
不要化できるばかりでなく、組付け工程数も大巾
に削減することができるから、従来に比して現場
施工を能率良く簡便に行うことができる。それで
いて、横桟と縦桟との接続部を頑丈に構成するこ
とができるに至つた。
Therefore, it is not only possible to eliminate the need to process the horizontal and vertical beams on-site, but also the number of assembly steps can be greatly reduced, making on-site construction more efficient and easier than in the past. I can do it. At the same time, it has been possible to structure the connecting portion between the horizontal beam and the vertical beam to be sturdy.

〔実施例〕〔Example〕

以下、本考案の実施例を図面に基づいて説明す
る。
Hereinafter, embodiments of the present invention will be described based on the drawings.

第1図乃至第3図は建築用格子体の一例である
アルミ製のベランダ用手摺りの桟接続構造を示
し、これは、中空状の横桟1の一側面の横巾中央
部に中実状のフランジ2が突設され、このフラン
ジ2の先端には、フランジ2の肉厚よりも少し大
なる横巾を有する中実状の補強部3が連設されて
いる。この横桟1とフランジ2ならびに補強部3
とはアルミニウムの押出し成形により一体的に形
成されているとともに、前記フランジ2と補強部
3とにう亘つて、中空状の縦桟4の差込み接続を
許す切欠部5が形成されている。
Figures 1 to 3 show a crosspiece connection structure for an aluminum balcony handrail, which is an example of an architectural lattice. A flange 2 is provided in a protruding manner, and a solid reinforcing portion 3 having a width slightly larger than the wall thickness of the flange 2 is connected to the tip of the flange 2 . This horizontal bar 1, flange 2 and reinforcement part 3
is integrally formed by extrusion molding of aluminum, and a notch 5 is formed across the flange 2 and the reinforcing portion 3 to allow a hollow vertical beam 4 to be inserted and connected.

前記縦桟4には、横桟1のフランジ2の、切欠
部5の両側脇に位置するフランジ部分にそれぞれ
外嵌するフランジ6,6が連設され、更に、この
フランジ6,6には、横桟1の切欠部5に縦桟4
を所定位置にまで差込んだとき、前記フランジ2
と補強部3との連設部分の段部aに弾性的に係合
する抜止め片7が打出し加工により一体的に形成
されている。この縦桟4とフランジ6,6もアル
ミニウムの押出し成形により一体的に形成されて
いる。
The vertical beam 4 is provided with flanges 6, 6 that fit onto the flange portions of the flange 2 of the horizontal beam 1, located on both sides of the notch 5, respectively, and the flanges 6, 6 further include: Vertical bar 4 in cutout 5 of horizontal bar 1
When the flange 2 is inserted into the specified position, the flange 2
A retaining piece 7 that elastically engages with the stepped portion a of the continuous portion between the reinforcing portion 3 and the reinforcing portion 3 is integrally formed by stamping. The vertical beam 4 and the flanges 6, 6 are also integrally formed by extrusion molding of aluminum.

従つて、上述の如く構成された横桟1の切欠部
5に縦桟4を所定位置に差込むだけで組付けるこ
とができるのである。それでいて、組付け状態に
おいては、横桟1のフランジ2及び補強部3と縦
桟4との広い面接当によつて横桟1の長手方向で
のズレ移動を、かつ、横桟1のフランジ1及び補
強部3と縦桟4のフランジ6,6との広い面接当
によつて横桟1の横巾方向でのズレ移動をそれぞ
れ確実に阻止することができる。しかも、横桟1
のフランジ2と補強部3との強度の大なる連接部
分に形成された段部aと縦桟4のフランジ6に形
成され抜止め片7との係合により、縦桟4の抜出
し移動を強力に阻止することができる。
Therefore, the vertical bar 4 can be assembled by simply inserting it into the notch 5 of the horizontal bar 1 constructed as described above at a predetermined position. However, in the assembled state, the wide surface contact between the flange 2 and reinforcing portion 3 of the horizontal bar 1 and the vertical bar 4 prevents displacement in the longitudinal direction of the horizontal bar 1, and the flange 1 of the horizontal bar 1 is prevented from shifting in the longitudinal direction. Also, due to the wide surface contact between the reinforcing portion 3 and the flanges 6, 6 of the vertical bar 4, displacement of the horizontal bar 1 in the width direction can be reliably prevented. Moreover, horizontal bar 1
The removal movement of the vertical beam 4 is strongly prevented by the engagement of the stepped portion a formed at the strong connection portion between the flange 2 and the reinforcing portion 3 with the retaining piece 7 formed on the flange 6 of the vertical beam 4. can be prevented.

尚、上述実施例では、前記フランジ2及び補強
部3を中実状に構成したが、これに替えて第4図
で示すような中空状に構成して実施してもよい。
In the above-described embodiment, the flange 2 and the reinforcing portion 3 are formed into a solid shape, but instead of this, they may be formed into a hollow shape as shown in FIG. 4.

また第5図に示すように、前記縦桟4の抜止め
片7に対する段部aを横桟1のフランジ2と補強
部3との連設部分の一側面にのみ形成して実施し
てもよい。
Alternatively, as shown in FIG. 5, the stepped portion a for the retaining piece 7 of the vertical bar 4 may be formed only on one side of the portion of the horizontal bar 1 where the flange 2 and the reinforcing portion 3 are connected. good.

更に、前記抜止め片7を縦桟4と別体に構成し
て実施してもよい。
Furthermore, the retaining piece 7 may be constructed separately from the vertical beam 4.

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

第1図乃至第3図は、本考案に係る建築用格子
体の桟接続構造の実施例を示し、第1図は要部の
分解斜視図、第2図は要部の断面図、第3図は手
摺り全体の正面図である。第4図,第5図はそれ
ぞれ要部の断面図であり、第6図,第7図は従来
の桟接続構造を示す組立て前と組立て後の要部の
斜視図である。 1……横桟、2……フランジ、3……補強部、
4……縦桟、5……切欠部、6……フランジ、a
……段部。
1 to 3 show an embodiment of the crosspiece connection structure for an architectural lattice body according to the present invention, FIG. 1 is an exploded perspective view of the main part, FIG. 2 is a sectional view of the main part, and FIG. The figure is a front view of the entire handrail. 4 and 5 are sectional views of the main parts, respectively, and FIGS. 6 and 7 are perspective views of the main parts before and after assembly, showing the conventional crosspiece connection structure. 1...Horizontal beam, 2...Flange, 3...Reinforcement part,
4... Vertical bar, 5... Notch, 6... Flange, a
...Danbe.

Claims (1)

【実用新案登録請求の範囲】 中空状の横桟1の一側面に突設されたフラン
ジ2の先端に、フランジ2の肉厚よりも大なる
巾の補強部3を連設し、この補強部3とフラン
ジ2とに亘つて、中空状の縦桟4の差込み接続
を許す切欠部5を形成するとともに、前記縦桟
4には、横桟1のフランジ2の、切欠部5の両
側脇に位置するフランジ部分にそれぞれ外嵌す
るフランジ6,6を連設し、このフランジ6,
6には、横桟1の切欠部5に縦桟4を所定位置
にまで差込んだとき、前記フランジ2と補強部
3との連設部分の段部aに弾性的に係合する抜
止め片7を設けてある建築用格子体の桟接続構
造。 前記補強部3が中空状に構成されたものであ
る実用新案登録請求の範囲第項に記載の建築
用格子体の桟接続構造。 前記抜止め片7が縦桟4のフランジ6の打出
し加工により一体的に形成されたものである実
用新案登録請求の範囲第項又は第項に記載
の建築用格子体の桟接続構造。
[Scope of Claim for Utility Model Registration] A reinforcing part 3 having a width larger than the wall thickness of the flange 2 is connected to the tip of the flange 2 protruding from one side of the hollow horizontal crosspiece 1, and this reinforcing part A notch 5 is formed between the flange 2 and the flange 2 to allow insertion and connection of a hollow vertical bar 4, and the vertical bar 4 has a notch 5 on both sides of the notch 5 of the flange 2 of the horizontal bar 1. Flanges 6, 6 that fit externally are provided in series on the flange portions located, and these flanges 6,
6 includes a retainer that elastically engages with the stepped portion a of the continuous portion of the flange 2 and the reinforcing portion 3 when the vertical bar 4 is inserted into the notch 5 of the horizontal bar 1 to a predetermined position. A crosspiece connection structure of an architectural lattice body provided with pieces 7. A crosspiece connection structure for an architectural lattice body according to claim 1, wherein the reinforcing portion 3 is formed in a hollow shape. A crosspiece connection structure for an architectural lattice body according to claim 1 or 2, wherein the retaining piece 7 is integrally formed by stamping the flange 6 of the vertical crosspiece 4.
JP693786U 1986-01-20 1986-01-20 Expired JPH0352356Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP693786U JPH0352356Y2 (en) 1986-01-20 1986-01-20

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP693786U JPH0352356Y2 (en) 1986-01-20 1986-01-20

Publications (2)

Publication Number Publication Date
JPS62118831U JPS62118831U (en) 1987-07-28
JPH0352356Y2 true JPH0352356Y2 (en) 1991-11-13

Family

ID=30789921

Family Applications (1)

Application Number Title Priority Date Filing Date
JP693786U Expired JPH0352356Y2 (en) 1986-01-20 1986-01-20

Country Status (1)

Country Link
JP (1) JPH0352356Y2 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP6442303B2 (en) * 2015-01-30 2018-12-19 エスアールジータカミヤ株式会社 fence
JP2016205039A (en) * 2015-04-27 2016-12-08 ホリー株式会社 fence

Also Published As

Publication number Publication date
JPS62118831U (en) 1987-07-28

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