JPH0545693Y2 - - Google Patents

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Publication number
JPH0545693Y2
JPH0545693Y2 JP1988062424U JP6242488U JPH0545693Y2 JP H0545693 Y2 JPH0545693 Y2 JP H0545693Y2 JP 1988062424 U JP1988062424 U JP 1988062424U JP 6242488 U JP6242488 U JP 6242488U JP H0545693 Y2 JPH0545693 Y2 JP H0545693Y2
Authority
JP
Japan
Prior art keywords
crosspiece
plate part
cut
joint
raised
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 - Lifetime
Application number
JP1988062424U
Other languages
Japanese (ja)
Other versions
JPH01168634U (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 JP1988062424U priority Critical patent/JPH0545693Y2/ja
Publication of JPH01168634U publication Critical patent/JPH01168634U/ja
Application granted granted Critical
Publication of JPH0545693Y2 publication Critical patent/JPH0545693Y2/ja
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Description

【考案の詳細な説明】 [産業上の利用分野] 本考案は土木建築用桟接合物の接合構造に関す
るものである。
[Detailed description of the invention] [Industrial field of application] The present invention relates to a joint structure for a crosspiece joint for civil engineering and construction.

ここで土木建築用桟接合物とは、少なくとも1
本の一方の桟が少なくとも1本の他方の桟に対し
て直角又は斜め交差して接合された桟組立体であ
つて建物内部又は建物外部に付設されたり、建物
の敷地や公園、運動場、工場等の用地周囲等に設
置されたり、或は道路や河川等に沿つて設置され
るものをいう。
Here, the civil engineering and construction crosspiece joints refer to at least one
A crosspiece assembly in which one crosspiece of a book is joined at a right angle or diagonally to at least one other crossbench, and is attached to the inside or outside of a building, or is attached to a building site, park, playground, or factory. This refers to things that are installed around sites such as roads, rivers, etc., or along roads, rivers, etc.

この土木建築用桟接合物には窓手摺、階段手
摺、バルコニー手摺、橋梁手摺等の手摺類と、窓
格子、格子戸、仕切格子等の格子類と、牧場、農
場、花壇、芝生、道路、河川、池、湖沼等の仕切
又は防護柵や建物外構の塀、垣根等のフエンス類
等が含まれる。
These crosspiece joints for civil engineering and construction include handrails such as window handrails, stair handrails, balcony handrails, and bridge handrails; lattices such as window lattices, lattice doors, and partition lattices; and pastures, farms, flower beds, lawns, roads, etc. This includes partitions or protective fences for rivers, ponds, lakes, etc., and fences such as building exterior walls and fences.

[従来の技術] 実開昭60−99606号公報に開示された従来の接
合構造では、一方の桟の端面部に連結板部を設
け、該連結板部に先端部側より切起し板部を傾斜
させて設け、中空材より成る他方の桟の接合板部
に連結板部が嵌挿される溝孔を設け、該溝孔の縁
面で切起し板部を弾性変形させて連結板部を該溝
孔に嵌挿し、他方の桟の中空部内で弾性復元した
切起し板部の先端面を接合板部の背面に当接させ
ている。
[Prior Art] In the conventional joint structure disclosed in Japanese Utility Model Application Publication No. 60-99606, a connecting plate portion is provided at the end face of one of the crosspieces, and a plate portion is cut and raised from the tip side of the connecting plate portion. is provided at an angle, and a slot into which the connecting plate part is inserted is provided in the joint plate part of the other crosspiece made of hollow material, and the connecting plate part is made by cutting and raising the edge surface of the slot to elastically deform the plate part. is inserted into the slot, and the tip surface of the cut and raised plate part, which is elastically restored within the hollow part of the other crosspiece, is brought into contact with the back surface of the joint plate part.

[考案が解決しようとする課題] この嵌合操作だけで組立が完了する接合構造
は、従前のビス止めやリベツト止めで組立てる接
合構造と比べてビス等の固着具を別途必要とせ
ず、作業の簡便性にも優れているのであるが、連
結板部を形成した桟の使用材質によつては、溝孔
通過後における切起し板部の弾性復元が不完全と
なることがある。
[Problems to be solved by the invention] Compared to conventional joint structures that are assembled using screws or rivets, this joining structure, which can be assembled by just the mating operation, does not require separate fixing tools such as screws, making the work easier. Although it is excellent in simplicity, depending on the material used for the crosspiece forming the connecting plate part, the elastic recovery of the cut and raised plate part after passing through the slot may be incomplete.

各切起し板部を充分に傾斜させて切起し板部の
先端面を接合板部に的確に当接させるには、切起
し板部を側方から加圧操作して連結板部から突出
させる必要があるが、溝孔を設けた他方の桟は中
空材で構成され、桟の背面側が完全に閉塞されて
いるため、桟の左右端部付近以外においては、切
起し板部の加圧操作用空間が用意されていない。
そのため、唯一開放された桟の左右端部から挿入
される加圧操作用治具を別途工夫する必要があ
り、組立作業が逆に煩雑化する恐れがある。
In order to incline each cut-and-raised plate sufficiently so that the tip of the cut-and-raised plate properly contacts the connecting plate, press the cut-and-raised plate from the side and press the connecting plate. However, since the other crosspiece with the slotted hole is made of hollow material and the back side of the crosspiece is completely closed, the cut and raised plate parts are not visible except near the left and right ends of the crosspiece. There is no space available for pressurized operation.
Therefore, it is necessary to separately devise a pressurizing operation jig that is inserted from the left and right ends of the only open crosspiece, which may conversely complicate the assembly work.

従つて本考案の目的は、弾性復元が不完全な切
起し板部の塑性変形による傾斜復元を広い加圧操
作用開放部から簡単かつ的確に行なえるため、組
立作業を接合強度高く、しかも能率良く進めるこ
とができる土木用桟接合物の接合構造を提供する
ことである。
Therefore, the purpose of the present invention is to easily and accurately restore the slope of a cut-and-raised plate portion whose elastic restoration is incomplete through plastic deformation from a wide opening for pressurizing operation, thereby increasing the joint strength of the assembly work. It is an object of the present invention to provide a joining structure for civil engineering crosspiece joints that can be proceeded efficiently.

[課題を解決するための手段] 以下、添付図面中の参照符号を用いて説明する
と本考案の土木用桟接合物の接合構造は、相交差
して接合される2つの桟1,2の一方の桟1の側
面板部9に接合用切欠部3を設け、切欠部3の内
底面3aに連結板部4を突設し、連結板部4に先
端部側より切起し板部5を傾斜させて設け、切欠
部3が当接する接合板部7を他方の桟2に設け、
連結板部4が嵌挿されるとき、縁面が切起し板部
5の傾斜側面に摺接して切起し板部5を埋没方向
に弾性変形させる溝孔8を接合板部7に設け、溝
孔通過後の弾性復元が不完全な切起し板部5を塑
性変形によつて傾斜復元させる加圧操作用開放部
15を接合板部7に対面する桟2の部分に形成
し、桟2の接合板部7を桟1の端面部3と切起し
板部5の先端面6との間に挟持するものである。
[Means for Solving the Problems] The joining structure of the civil engineering crosspiece joint of the present invention will be explained below using the reference numerals in the attached drawings. A joining notch 3 is provided in the side plate 9 of the crosspiece 1, a connecting plate 4 is provided protrudingly on the inner bottom surface 3a of the notch 3, and the connecting plate 4 is cut and raised from the tip side so that the plate 5 is inclined. and the other crosspiece 2 is provided with a joint plate portion 7 that the notch portion 3 abuts,
When the connecting plate part 4 is inserted, a groove hole 8 is provided in the joint plate part 7, the edge surface of which slides into sliding contact with the inclined side surface of the cut and raised plate part 5 to elastically deform the cut and raised plate part 5 in the burying direction, An opening part 15 for pressurizing operation is formed in the part of the crosspiece 2 facing the joint plate part 7 to restore the slope of the cut-and-raised plate part 5, which is incompletely elastically restored after passing through the slot, by plastic deformation. 2 joint plate portions 7 are held between the end surface portion 3 of the crosspiece 1 and the tip surface 6 of the cut and raised plate portion 5.

[実施例] 第1図から第5図に示した実施例の土木用桟接
合物は建物の壁部に固着される窓格子である。縦
桟となる一方の桟1は、左右の側面板部9,9を
正面板部10で連結したチヤンネル型材で構成さ
れ、連接合用切欠部3は各側面板部9の後半部に
角形に形成され、連結板部4はその中央部に形成
されている。下桟となる他方の桟2は、正面側に
配置される接合板部7を上面板部12と下面板部
13で連結したチヤンネル型材によつて構成され
ている。
[Example] The crosspiece joint for civil engineering of the example shown in FIGS. 1 to 5 is a window lattice fixed to the wall of a building. One of the vertical bars 1 is composed of a channel-shaped material in which left and right side plates 9, 9 are connected by a front plate 10, and a connecting notch 3 is formed in a rectangular shape in the rear half of each side plate 9. The connecting plate portion 4 is formed at the center thereof. The other crosspiece 2 serving as the lower crosspiece is constituted by a channel-shaped member in which a joint plate portion 7 disposed on the front side is connected by an upper surface plate portion 12 and a lower surface plate portion 13.

桟2の上面板部12と下面板部13の後端部に
は補強用帯状リブ14,14が内向きに突設され
ている。加圧操作用開放部15は該帯状リブ1
4,14の間に桟2の全長にわたつて形成されて
いる。左右一対の溝孔8,8は接合板部7の中央
部に縦長に形成されている。
The upper plate portion 12 and the lower plate portion 13 of the crosspiece 2 are provided with reinforcing band-like ribs 14, 14 protruding inward from the rear ends thereof.
The pair of left and right slots 8, 8 are formed in the center of the joining plate portion 7 so as to be elongated vertically.

第2図に示したように桟1の切欠部3の内底面
3aが桟2の接合板部7の正面17に当接するま
で連結板部4を溝孔8に嵌挿するとき、溝孔8の
縁面が切起し板部5の傾斜側面に摺接するため、
切起し板部5は連結板部4内に埋没する方向に弾
性変形させられる。切起し板部5の全体が溝孔8
を通過した瞬間に切起し板部5は弾性復元し、接
合板部7の背面16側に傾斜状態に突出する。
As shown in FIG. Since the edge surface of the cut-and-raised plate portion 5 comes into sliding contact with the inclined side surface,
The cut and raised plate portion 5 is elastically deformed in the direction of being buried within the connecting plate portion 4. The entire cut and raised plate portion 5 has a slot 8
The moment the cut and raised plate part 5 passes through, it is elastically restored and projects in an inclined state toward the back surface 16 side of the joint plate part 7.

この切起し板部5の弾性復元が不完全な場合に
は、桟2の背面側に全長にわたつて広く形成され
た加圧操作用開放部15から適当な工具や治具を
挿入することによつて、作業能率良く切起し板部
5を傾斜状態に復元させるための加圧操作が行え
る。
If the elastic recovery of the cut-and-raised plate portion 5 is incomplete, an appropriate tool or jig may be inserted through the pressurizing operation opening 15 that is widely formed over the entire length on the back side of the crosspiece 2. As a result, a pressurizing operation can be carried out to restore the cut and raised plate portion 5 to its inclined state with good working efficiency.

このように桟2が桟1の切欠部3に嵌合して連
結板部4が溝孔8に嵌合し、桟1の各側面板部9
の上下の各切除端面24が桟2の上面板部12の
上面と下面板部13の下面に当接して、傾斜状態
に復元した切起し板部5の先端面6が接合板部7
の背面16に当接し、切欠部3の内底面3aが接
合板部7の正面17に当接するため、桟1は桟2
に対して前後、左右及び上下のいずれの方向にも
移動を阻止され、桟1と桟2は直角に交差した状
態で堅固に接合連結される。
In this way, the crosspiece 2 fits into the notch 3 of the crosspiece 1, the connecting plate part 4 fits into the slot 8, and each side plate part 9 of the crosspiece 1
The upper and lower cutout end surfaces 24 of the crosspiece 2 come into contact with the upper surface of the upper surface plate portion 12 and the lower surface of the lower surface plate portion 13, and the tip surface 6 of the cut-and-raised plate portion 5 restored to the inclined state is brought into contact with the joint plate portion 7.
Since the inner bottom surface 3a of the cutout portion 3 abuts the front surface 17 of the joint plate portion 7, the crosspiece 1 is in contact with the rear surface 16 of the crosspiece 2.
The crosspieces 1 and 2 are firmly joined and connected in a state where they intersect at right angles, and are prevented from moving in any of the front and rear, left and right, and up and down directions.

この切起し板部5の傾斜突出する方向は、第3
図に示したように桟1の左右側面板部9,9の外
側でもよいし、第4図に示したように内側でもよ
く、内側突出と外側突出を併用することもでき
る。第5図に示したように上下2本の桟2と複数
本の桟1で組立てられた窓格子は、各桟2の左右
端部に固着用ビス18で連結した取付ブラケツト
19等の適当な部材によつて建物の壁部に固着さ
れる。第6図から第8図に示した実施例では、桟
1は左右の側面板部9,9を正面板部10と背面
板部11で連結した角パイプ材で構成され、接合
用切欠部3は左右側面板部9,9と背面板部11
の各一部を切除することによつて形成されてい
る。
The direction in which the cut and raised plate portion 5 projects obliquely is the third direction.
As shown in the figure, it may be on the outside of the left and right side plate portions 9, 9 of the crosspiece 1, or on the inside as shown in FIG. 4, and it is also possible to use both the inside and outside projections. As shown in FIG. 5, a window lattice assembled with two upper and lower crosspieces 2 and a plurality of crosspieces 1 is fitted with an appropriate mounting bracket 19 or the like connected to the left and right ends of each crosspiece 2 with fixing screws 18. It is fixed to the wall of the building by a member. In the embodiment shown in FIGS. 6 to 8, the crosspiece 1 is made of a square pipe material in which left and right side plates 9, 9 are connected by a front plate part 10 and a back plate part 11, and the connecting notch 3 are the left and right side plates 9, 9 and the back plate 11.
It is formed by cutting out each part of.

チヤンネル型材で構成された桟2の上面板部1
2と下面板部13には、側面板部9の切除端面2
4だけでなく背面板部11の切除端面23も当接
するため、高い接合強度が得られる。本実施例に
おいても第7図と第8図に示したように切起し板
部5の傾斜突出方向は内側でも外側でもよく、そ
の混合形態も可能である。
Top plate part 1 of crosspiece 2 made of channel shaped material
2 and the lower plate part 13 have a cut end surface 2 of the side plate part 9.
4 as well as the cut end surface 23 of the back plate portion 11, high bonding strength can be obtained. In this embodiment as well, as shown in FIGS. 7 and 8, the inclined protrusion direction of the cut and raised plate portion 5 may be either inside or outside, and a mixed form thereof is also possible.

第9図に示した実施例では、桟1は左右側面板
部9,9を中間板部21で連結したH字型材で構
成され、桟2は上面板部12と下面板部13を接
合板部7で連結したチヤンネル型材で構成され、
桟1と桟2は中間板部21が接合板部7と平行に
なるように接合されている。
In the embodiment shown in FIG. 9, the crosspiece 1 is composed of an H-shaped member in which left and right side plate parts 9, 9 are connected by an intermediate plate part 21, and the crosspiece 2 has an upper plate part 12 and a lower plate part 13 connected to each other by a connecting plate. Consisting of channel sections connected at section 7,
The crosspiece 1 and the crosspiece 2 are joined so that the intermediate plate part 21 is parallel to the joining plate part 7.

第10と第11図に示した実施例では、桟1は
左右の側面板部9,9を正面板部10で連結した
チヤンネル型材で構成され、正面板部10の左右
各端部には補強用の帯状リブ20を突設してあ
る。桟2は上面板部12と接合板部7及び下面板
部13が一連に湾曲したC字型材で構成されてお
り、これに対応して桟1の接合用切欠部3は円弧
状に形成されている。
In the embodiment shown in FIGS. 10 and 11, the crosspiece 1 is composed of a channel-shaped member in which left and right side plates 9, 9 are connected by a front plate 10, and each left and right end of the front plate 10 is reinforced. A band-shaped rib 20 for use is provided protrudingly. The crosspiece 2 is composed of a C-shaped member in which the upper surface plate portion 12, the joint plate portion 7, and the lower surface plate portion 13 are curved in series, and correspondingly, the joint notch 3 of the crosspiece 1 is formed in an arc shape. ing.

第12図と第12図に示した実施例では、桟1
は湾曲した正面板部10で左右の側面板部9,9
を連結したU字型材で構成され、桟2は上面板部
12と下面板部13を接合板部7で連結したチヤ
ンネル型材で構成されている。接合板部7の上下
各端部には補強用の帯状リブ22を平行に突設し
てある。第14図に示した実施例では桟1は丸パ
イプ材で構成され、左右一対の連結板部4,4は
真直に伸ばされている。
In the embodiment shown in FIG. 12 and FIG.
is a curved front plate part 10 and left and right side plate parts 9, 9.
The crosspiece 2 is composed of a channel-shaped member in which an upper plate part 12 and a lower plate part 13 are connected by a joint plate part 7. Reinforcing strip-shaped ribs 22 are provided in parallel at each of the upper and lower ends of the joint plate portion 7 in a protruding manner. In the embodiment shown in FIG. 14, the crosspiece 1 is made of a round pipe material, and the pair of left and right connecting plate portions 4, 4 are extended straight.

本考案は多様な形態で実施されるものであり、
桟1の接合用切下位部3と連結板部4の形成部位
及び断面形状は図示のものに限定されず、連結板
部4と切起し板部5の形成位置と個数も特に限定
されず、土木用桟接合物の用途等に応じて適宜増
減変更できる。とができる。角形断面と角形断面
の組合せ、角形断面と円形又は円弧断面の組合
せ、円形断面と円弧断面の組合せ等といつたよう
に種々の組合せ変更が可能である。桟1や桟2は
典型的にはアルミニウム材で作製されるが、他の
金属材料の使用も可能であり、図示のバルコニー
手摺等の手摺類だけでなく、前記格子類やフエン
ス類にも適用できるものである。
This invention can be implemented in various forms,
The forming portions and cross-sectional shapes of the joining cut-out portion 3 and the connecting plate portion 4 of the crosspiece 1 are not limited to those shown in the drawings, and the forming positions and numbers of the connecting plate portion 4 and the cut-and-raised plate portions 5 are not particularly limited either. The number can be increased or decreased as appropriate depending on the use of the civil engineering crosspiece joint. I can do that. Various combination changes are possible, such as a combination of a rectangular cross section and a rectangular cross section, a combination of a rectangular cross section and a circular or arcuate cross section, a combination of a circular cross section and a circular arc cross section, etc. The crosspieces 1 and 2 are typically made of aluminum, but other metal materials can also be used, and they are applicable not only to handrails such as the balcony handrails shown, but also to the above-mentioned lattices and fences. It is possible.

[考案の効果] 以上のように本考案の土木用桟接合物の接合構
造は、一方の桟1の側面板部9に接合用切欠部3
を設け、切欠部内底面3aに突設した連結板部4
に先端部側より切起し板部5を傾斜させて設け、
切欠部3が当接する接合板部7を他方の桟2に設
け、接合板部7に連結板部4が嵌挿される溝孔8
を設け、該溝孔8より突出した切起し板部5に容
易に接近できる加圧操作用開放部15を接合板部
7に対面する桟2の部分に形成したので、溝孔8
通過後の弾性復元が不完全な切起し板部5が存在
しても直ちに該加圧操作用開放部15から加圧操
作して、当該切起し板部5を塑性変形によつて傾
斜復元させることによつて、全ての切起し板部5
を必要十分な傾斜突出状態に設定することがで
き、桟1と桟2の組立を作業能率良く、しかも接
合強度高く行なうことができる。
[Effect of the invention] As described above, the joining structure of the civil engineering crosspiece joint of the present invention has the joining notch 3 in the side plate part 9 of one crosspiece 1.
A connecting plate portion 4 is provided and protrudes from the inner bottom surface 3a of the cutout portion.
The cut and raised plate portion 5 is provided at an angle from the tip side,
The other crosspiece 2 is provided with a connecting plate portion 7 that the notch 3 contacts, and a slot 8 into which the connecting plate portion 4 is inserted is inserted into the connecting plate portion 7.
Since the pressurizing operation opening part 15, which can easily access the cut-and-raised plate part 5 protruding from the slot 8, is formed in the part of the crosspiece 2 facing the joint plate part 7, the slot 8
Even if there is a cut-and-raised plate portion 5 whose elastic recovery is incomplete after passing, the cut-and-raised plate portion 5 is tilted by plastic deformation by applying pressure immediately from the pressure operation opening 15. By restoring all the cut and raised plate parts 5
can be set to a necessary and sufficient inclined protruding state, and the crosspiece 1 and the crosspiece 2 can be assembled with high work efficiency and high joint strength.

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

第1図から第5図は本考案の一実施例に係る土
木建築用桟接合物の接合構造を示し、第1図は2
つの桟が未接合状態にあるときの斜視図であり、
第2図は接合状態における斜視図であり、第3図
は接合状態の水平断面図であり、第4図は別の接
合状態の水平断面図であり、第5図は組立が完了
した桟接合物の正面図である。第6図から第8図
は本考案の別の実施例に係る土木建築用桟接合物
の接合構造を示し、第6図は2つの桟が未接合状
態にあるときの斜視図であり、第7図は接合状態
の水平断面図であり、第8図は別の接合状態の水
平断面図である。第9図は本考案の更に別の実施
例に係る土木建築用桟接合物の接合状態の水平断
面図である。第10図は本考案の他の実施例に係
る接合構造の接合状態の右側面図であり、第11
図は該接合状態の水平断面図である。第12図は
本考案の別の実施例に係る土木建築用桟接合物の
接合状態の右側面図であり、第13図は該接合状
態の水平断面図である。第14図は本考案の更に
別の実施例に係る土木建築用桟接合物の接合状態
の水平断面図である。 1……一方の桟、2……他方の桟、3……端面
部、4……連結板部、5……切起し板部、6……
先端面、7……接合板部、8……溝孔、9……側
面板部、10……正面板部、11……背面板部、
12……正面板部、13……背面板部、14……
補強用リブ、15……加圧操作用開放部、16…
…接合板部背面、17……接合板部正面、18…
…固着用ビス、19……取付ブラケツト、20…
…補強用リブ、21……中間板部、22……補強
用リブ、23,24……切除端面。
1 to 5 show the joining structure of a crosspiece joint for civil engineering and construction according to an embodiment of the present invention, and FIG.
It is a perspective view when two crosspieces are in an unjoined state,
FIG. 2 is a perspective view of the joined state, FIG. 3 is a horizontal cross-sectional view of the joined state, FIG. 4 is a horizontal cross-sectional view of another joined state, and FIG. 5 is a cross-piece joint with completed assembly. It is a front view of an object. 6 to 8 show the joining structure of a jointed crosspiece for civil engineering and construction according to another embodiment of the present invention, FIG. 6 is a perspective view when two crosspieces are in an unjoined state, and FIG. FIG. 7 is a horizontal sectional view of a bonded state, and FIG. 8 is a horizontal sectional view of another bonded state. FIG. 9 is a horizontal sectional view of a joined state of a crosspiece joint for civil engineering and construction according to yet another embodiment of the present invention. FIG. 10 is a right side view of the bonded state of the bonded structure according to another embodiment of the present invention, and FIG.
The figure is a horizontal sectional view of the bonded state. FIG. 12 is a right side view of a jointed crosspiece for civil engineering and construction according to another embodiment of the present invention, and FIG. 13 is a horizontal sectional view of the joined state. FIG. 14 is a horizontal sectional view of a joined state of a crosspiece joint for civil engineering and construction according to yet another embodiment of the present invention. DESCRIPTION OF SYMBOLS 1...One crosspiece, 2...The other crosspiece, 3...End face part, 4...Connecting plate part, 5...Cut and raised plate part, 6...
Tip surface, 7... Joint plate part, 8... Slot, 9... Side plate part, 10... Front plate part, 11... Rear plate part,
12... Front plate part, 13... Rear plate part, 14...
Reinforcing rib, 15... Opening part for pressurizing operation, 16...
...Rear side of the joint plate part, 17...Front side of the joint plate part, 18...
...Fixing screw, 19...Mounting bracket, 20...
...Reinforcing rib, 21... Intermediate plate portion, 22... Reinforcing rib, 23, 24... Cut end surface.

Claims (1)

【実用新案登録請求の範囲】 (1) 相交差して接合される2つの桟1,2の一方
の桟1の側面板部9に接合用切欠部3を設け、
切欠部3の内底面3aに連結板部4を突設し、
連結板部4に先端部側より切起し板部5を傾斜
させて設け、切欠部3が当接する接合板部7を
他方の桟2に設け、連結板部4が嵌挿されると
き、縁面が切起し板部5の傾斜側面に摺接して
切起し板部5を埋没方向に弾性変形させる溝孔
8を接合板部7に設け、溝孔通過後の弾性復元
が不完全な切起し板部5を塑性変形によつて傾
斜復元させる加圧操作用開放部15を接合板部
7に対面する桟2の部分に形成し、桟2の接合
板部7を桟1の端面部3と切起し板部5の先端
面6との間に挟持する土木建築用桟接合物の接
合構造。 (2) 正面に配置される接合板部7を上面板部12
と下面板部13で連結したチヤンネル型材で桟
2を構成し、上面板部12と下面板部13の後
端部間に操作用開放部15を桟2の全長にわた
つて形成した請求項(1)記載の接合構造。 (3) 桟1を角パイプ材で構成し、左右の各側面板
部9,9と背面板部11の各一部を切除して接
合用切欠部3を形成し、背面板部11の切除端
面23,23を桟2の上面板部12と下面板部
13に当接させた請求項(1)記載の接合構造。
[Claims for Utility Model Registration] (1) A joining notch 3 is provided in the side plate portion 9 of one of the two crosspieces 1 and 2 that are joined in a crossed manner,
A connecting plate portion 4 is provided protrudingly on the inner bottom surface 3a of the notch portion 3,
The connecting plate part 4 is provided with a cut-and-raised plate part 5 inclined from the tip side, and the connecting plate part 7 that the notch part 3 abuts is provided on the other crosspiece 2, so that when the connecting plate part 4 is inserted, the edge A slot 8 is provided in the joining plate part 7, the surface of which slides into sliding contact with the inclined side surface of the cut and raised plate part 5 to elastically deform the cut and raised plate part 5 in the burial direction, so that elastic recovery after passing through the groove is incomplete. An opening part 15 for pressure operation that restores the slope of the cut and raised plate part 5 by plastic deformation is formed in the part of the crosspiece 2 facing the joint plate part 7, and the joint plate part 7 of the crosspiece 2 is connected to the end surface of the crosspiece 1. A joint structure of a crosspiece joint for civil engineering and construction sandwiched between a section 3 and a tip surface 6 of a cut and raised board section 5. (2) The joint plate part 7 placed on the front is connected to the top plate part 12.
Claim 2, wherein the crosspiece 2 is constituted by a channel-shaped member connected by a lower plate part 13, and an operating opening part 15 is formed between the rear end portions of the upper plate part 12 and the lower plate part 13 over the entire length of the crosspiece 2. 1) The described joint structure. (3) The crosspiece 1 is made of square pipe material, and a portion of each of the left and right side panels 9, 9 and the back panel 11 are cut out to form the joining notch 3, and the back panel 11 is cut out. The joint structure according to claim (1), wherein the end surfaces 23, 23 are brought into contact with the upper surface plate portion 12 and the lower surface plate portion 13 of the crosspiece 2.
JP1988062424U 1988-05-12 1988-05-12 Expired - Lifetime JPH0545693Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1988062424U JPH0545693Y2 (en) 1988-05-12 1988-05-12

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1988062424U JPH0545693Y2 (en) 1988-05-12 1988-05-12

Publications (2)

Publication Number Publication Date
JPH01168634U JPH01168634U (en) 1989-11-28
JPH0545693Y2 true JPH0545693Y2 (en) 1993-11-25

Family

ID=31288037

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1988062424U Expired - Lifetime JPH0545693Y2 (en) 1988-05-12 1988-05-12

Country Status (1)

Country Link
JP (1) JPH0545693Y2 (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US9353546B2 (en) * 2010-10-15 2016-05-31 José Guadalupe Garza Montemayor Snap locking coupling system for pieces or coupling members
DK178497B1 (en) * 2015-02-26 2016-04-18 Næsby Maskinfabrik As Modular Guard Rail Assembly
CN108286548A (en) * 2017-06-07 2018-07-17 际诺思(厦门)轻工制品有限公司 A kind of dislocation plug-in mounting structure, supporter and assemble method suitable for polygon prism part

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5017629U (en) * 1973-06-12 1975-02-26
JPS60148632A (en) * 1984-01-14 1985-08-05 Shinichi Tsugawa Crossing and coupling method of vertical material and horizontal material of lattice or the like

Family Cites Families (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5540317Y2 (en) * 1976-04-22 1980-09-19
JPS5368537U (en) * 1976-11-12 1978-06-08
JPS5872304U (en) * 1981-11-11 1983-05-16 オ−エム機器株式会社 Joining structure at the intersection of profile parts
JPS6073769U (en) * 1983-10-26 1985-05-24 山崎 慶市郎 Joint structure of crosspiece joints for civil engineering and construction
JPS6079606U (en) * 1983-11-04 1985-06-03 東芝機器株式会社 oil burning appliances
JPH0354259Y2 (en) * 1984-10-05 1991-11-29
JPH042256Y2 (en) * 1984-11-01 1992-01-27

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5017629U (en) * 1973-06-12 1975-02-26
JPS60148632A (en) * 1984-01-14 1985-08-05 Shinichi Tsugawa Crossing and coupling method of vertical material and horizontal material of lattice or the like

Also Published As

Publication number Publication date
JPH01168634U (en) 1989-11-28

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