JPH0211558Y2 - - Google Patents
Info
- Publication number
- JPH0211558Y2 JPH0211558Y2 JP15548683U JP15548683U JPH0211558Y2 JP H0211558 Y2 JPH0211558 Y2 JP H0211558Y2 JP 15548683 U JP15548683 U JP 15548683U JP 15548683 U JP15548683 U JP 15548683U JP H0211558 Y2 JPH0211558 Y2 JP H0211558Y2
- Authority
- JP
- Japan
- Prior art keywords
- groove
- protruding piece
- vertical groove
- horizontal
- fitted
- 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
Links
- 238000005192 partition Methods 0.000 claims description 8
- 238000010276 construction Methods 0.000 claims description 5
- 239000000463 material Substances 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- 238000007747 plating Methods 0.000 description 3
- 230000007797 corrosion Effects 0.000 description 2
- 238000005260 corrosion Methods 0.000 description 2
- JEIPFZHSYJVQDO-UHFFFAOYSA-N iron(III) oxide Inorganic materials O=[Fe]O[Fe]=O JEIPFZHSYJVQDO-UHFFFAOYSA-N 0.000 description 2
- 239000003973 paint Substances 0.000 description 2
- 230000000694 effects Effects 0.000 description 1
- 230000013011 mating Effects 0.000 description 1
- 238000010422 painting Methods 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
- 230000001681 protective effect Effects 0.000 description 1
Landscapes
- Grates (AREA)
- Fencing (AREA)
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、それぞれ少
なくとも1本の横棧と縦棧とを互いに直角に又は
傾斜させて連結して成る桟組立体であつて、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、域は道路や河川等に沿つて設置されるものを
いい、窓手摺、階段手摺、バルコニー手摺、橋梁
手摺等の手摺類、窓格子、格子戸、仕切格子等の
格子類、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を含むものである。 Here, a crosspiece joint for civil engineering and construction is a crosspiece assembly formed by connecting at least one horizontal beam and one vertical beam at a right angle or at an angle to each other, and is attached to the inside or outside of a building. It is installed around building sites, parks, playgrounds, factories, etc., and areas are installed along roads, rivers, etc., such as window rails, stair rails, balcony handrails, bridge handrails, etc. Handrails, window lattices, lattices, partition lattices, etc., pastures, farms, flower beds, lawns, roads, rivers,
This includes fences such as partitions or protective fences of ponds, lakes, etc., walls of building exteriors, hedges, etc.
[従来の技術]
従来の接合構造では、横枠や縦桟といつた2部
材は、ビスやリベツトで固着されていたが、この
方式では、ビス等の固着用部材の費用が嵩み、ま
た、固着作業の手間、労力がかかり、コスト高で
あつた。[Prior art] In conventional joint structures, two members such as the horizontal frame and the vertical frame are fixed with screws or rivets, but with this method, the cost of fixing members such as screws increases, and , the fixing work was time-consuming and labor-intensive, and the cost was high.
そこで横枠と縦桟を嵌め込み接合後、横枠の一
部を強打して扁平に突出変形させ、この変形突出
部を縦桟の受孔に係合させて縦桟の抜脱を阻止す
るカシメ固着が提案された。 Therefore, after the horizontal frame and the vertical frame are fitted and joined, a part of the horizontal frame is forcefully deformed to protrude into a flat shape, and this deformed protrusion is engaged with the receiving hole of the vertical frame to prevent the vertical frame from being pulled out. Fixation was suggested.
[考案が解決しようとする課題]
このカシメ固着方式は、ビス等の固着部材を特
に必要とせず材料費が安く、固着作業の手間や労
力もそれ程かからないが、前記強打によつて横枠
の当該部分のメツキや塗装が相当損傷され、接合
部の錆付きや腐食を招いた。[Problems to be solved by the invention] This caulking fixing method does not particularly require fixing members such as screws, so the material cost is low, and the fixing work does not require much time and effort. The plating and paint on the parts were considerably damaged, leading to rust and corrosion at the joints.
従つて、本考案の目的は、製品表面を一切打撃
せずに嵌め合い固着するので、メツキや塗装の損
傷による接合部の錆付きや腐食がなく、接合強度
を長期にわたつて高く維持すると共に、固着部材
を何等必要としないので材料費が安く、固着作業
の手間や労力も余りかからない土木建築用桟接合
物の接合構造を提供することである。 Therefore, the purpose of this invention is to fit and fix the product without hitting the product surface at all, so there is no rust or corrosion of the joint due to damage to the plating or paint, and the joint strength is maintained high over a long period of time. To provide a joining structure for a jointed crosspiece for civil engineering and construction, which requires no fixing members, has low material costs, and requires little time and effort for fixing work.
[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、本考案の土木建築用桟接合物の接合構造で
は、相交叉して接合される2つの部材1,4の一
方の部材1に突立片2を設け、該突立片2には、
突立片先端面2aに開口した縦溝3aと、該縦溝
3aの基端部側方に連続した横溝3bと、突立片
先端面2aと横溝3b間に配置された横向き突部
3cを設ける。[Means for Solving the Problems] Hereinafter, it will be explained using the reference numerals in the attached drawings. In the joint structure of the civil engineering construction crosspiece joint of the present invention, two members 1 and 4 are joined in a cross-sectional manner. A protruding piece 2 is provided on one member 1, and the protruding piece 2 includes:
A vertical groove 3a opening in the tip end surface 2a of the protruding piece, a lateral groove 3b continuous to the side of the proximal end of the vertical groove 3a, and a lateral protrusion 3c arranged between the tip end surface 2a of the protruding piece and the lateral groove 3b are provided.
更に突立片2には、前記横溝3bの最奥端との
間に他方の部材4の一対の側壁4a,4b間の幅
に等しい間隔を置いて、縦溝3aに対して横溝3
bとは反対側に、横溝3bに向つて上り傾斜した
横長の切起し片7を設ける。 Further, the protruding piece 2 has a horizontal groove 3 with respect to the vertical groove 3a, with an interval equal to the width between the pair of side walls 4a, 4b of the other member 4 between the protruding piece 2 and the innermost end of the horizontal groove 3b.
A horizontally long cut and raised piece 7 that slopes upward toward the horizontal groove 3b is provided on the opposite side of the horizontal groove 3b.
突立片2の縦溝3aに嵌合される部材4の側壁
4aには、深さが突立片2の高さに等しい縦溝6
aを設け、該縦溝6aを当該側壁4a主体部に連
続した仕切壁部6bによつて、部材基端面4cに
開口した溝部分6cより分断する。 The side wall 4a of the member 4 that is fitted into the vertical groove 3a of the protruding piece 2 has a vertical groove 6 whose depth is equal to the height of the protruding piece 2.
A is provided, and the vertical groove 6a is separated from a groove portion 6c that opens in the base end surface 4c of the member by a partition wall portion 6b that is continuous with the main body portion of the side wall 4a.
側壁4aと対面する部材4の側壁4bには、突
立片2が嵌合される縦溝5を設け、該縦溝5の深
さを突立片2の高さに等しくし、突立片2の前記
横溝3bに部材4の仕切壁部6bを嵌め入れると
共に、突立片2の横向き突部3cを部材4の縦溝
6aに嵌め入れ、切起し片7の先端面7aを部材
4の側壁4bに当接させる。 A vertical groove 5 into which the protruding piece 2 is fitted is provided in the side wall 4b of the member 4 facing the side wall 4a, and the depth of the vertical groove 5 is made equal to the height of the protruding piece 2. Fit the partition wall 6b of the member 4 into the horizontal groove 3b, fit the horizontal protrusion 3c of the protruding piece 2 into the vertical groove 6a of the member 4, and fit the tip end surface 7a of the cut and raised piece 7 into the side wall 4b of the member 4. bring it into contact.
[作用]
この接合構造では、突立片2の縦溝3aを部材
4の側壁4aに嵌め合せながら、部材4の縦溝5
を突立片2に嵌め合せる。その後、突立片2に沿
つて部材4を横移動させることによつて、第3図
と第4図に示したように突立片2の横溝3bに部
材4の仕切壁部6bが嵌め入れられると同時に、
突立片2の横向き突部3cが部材4の縦溝6aに
嵌め入れられる。この部材4の横移動の際、切起
し片7の傾斜正面に縦溝5の縁部が摺接し、切起
し片7を突立片2主体部に向つて押圧するため、
曲げ戻されるように弾性変形した切起し片7は部
材4の縦溝5を通過する。縦溝5を通過した後、
切起し片7は再び突立片主体部より突出し、その
先端面7aが側壁4bの外側面に当接する。[Function] In this joining structure, while fitting the vertical groove 3a of the protruding piece 2 into the side wall 4a of the member 4, the vertical groove 5 of the member 4 is fitted.
Fit into the protruding piece 2. Thereafter, by laterally moving the member 4 along the protruding piece 2, the partition wall portion 6b of the member 4 is fitted into the lateral groove 3b of the protruding piece 2, as shown in FIGS. 3 and 4. at the same time,
The horizontal protrusion 3c of the protruding piece 2 is fitted into the vertical groove 6a of the member 4. When this member 4 is moved laterally, the edge of the vertical groove 5 comes into sliding contact with the inclined front surface of the cut and raised piece 7 and presses the cut and raised piece 7 toward the main body of the protruding piece 2.
The cut and raised piece 7 which has been elastically deformed so as to be bent back passes through the vertical groove 5 of the member 4. After passing through the vertical groove 5,
The cut and raised piece 7 again protrudes from the main body of the protruding piece, and its tip surface 7a abuts the outer surface of the side wall 4b.
かくして、部材4が部材1に対して直角方向に
離脱しようとする動きは、突立片2の横溝3bと
部材4の仕切壁部6bとの嵌め合い、及び突立片
2の横向き突部3cと部材4の縦溝6aとの嵌め
合いによつて阻止される。また、部材4が部材1
に沿つてずれようとする動きは、部材4の側壁4
bと切起し片先端面7aとの当接によつて阻止さ
れる。即ち、部材1と部材4は相互に連結され、
手摺等の桟接合物として充分な接合強度を有する
ものとなる。 Thus, the movement of the member 4 to separate from the member 1 in the direction perpendicular to the member 1 is caused by the engagement between the horizontal groove 3b of the protruding piece 2 and the partition wall portion 6b of the member 4, and the engagement between the horizontal protrusion 3c of the protruding piece 2 and the member. This is prevented by fitting with the vertical groove 6a of No.4. Also, member 4 is member 1
The movement along the side wall 4 of the member 4
This is prevented by the contact between b and the cut and raised end surface 7a. That is, member 1 and member 4 are interconnected,
It has sufficient joint strength as a crosspiece joint such as a handrail.
[考案の効果]
以上のように本考案の接合構造は、突立片2の
横溝3bと部材4の仕切壁部6bとの嵌め合い、
突立片2の横向き突部3cと部材4の縦溝6aと
の嵌め合い、及び、部材4の側壁4bと切起し片
7の先端面7aとの当接、による抜止めを利用し
た連結方式であり、製品表面を強く打撃しないの
で、メツキや塗装を損傷することがなく、接合強
度を長期にわたつて維持することができる。ま
た、ビスやリベツト等の固着部材を使用しないの
で材料費が低減できると共に、接合作業が全て簡
単な嵌合操作だけであるから、作業が労力負担少
なく能率良く行なうことができ、接合コストの節
減が可能である。[Effects of the invention] As described above, the joint structure of the invention has the following advantages:
A connection method that utilizes the prevention of slippage by fitting the horizontal protrusion 3c of the protruding piece 2 into the vertical groove 6a of the member 4, and by abutting the side wall 4b of the member 4 with the tip surface 7a of the cut-and-raised piece 7. Since the surface of the product is not hit hard, there is no damage to plating or painting, and the joint strength can be maintained over a long period of time. Additionally, since no fixing members such as screws or rivets are used, material costs can be reduced, and since all the joining work is a simple mating operation, the work can be done more efficiently with less labor, reducing joining costs. is possible.
図面は本考案の一実施例に係る接合構造を示
し、第1図は両部材の接合前の斜視図であり、第
2図は両部材の接合後の斜視図である。第3図は
第2図のA−A′線断面図であり、第4図は第2
図のB−B′線断面図であり、第5図は第2図の
C−C′線断面図である。
1……部材、2……突立片、3a……縦溝、3
b……横溝、3c……横向き突部、4……部材、
5……縦溝、6a……縦溝、6b……仕切壁部、
7……切起し片。
The drawings show a joining structure according to an embodiment of the present invention, in which FIG. 1 is a perspective view of both members before they are joined, and FIG. 2 is a perspective view of both members after they are joined. Figure 3 is a sectional view taken along line A-A' in Figure 2, and Figure 4 is a cross-sectional view of Figure 2.
5 is a sectional view taken along the line B-B' in the figure, and FIG. 5 is a sectional view taken along the line CC' in FIG. 1... Member, 2... Protruding piece, 3a... Vertical groove, 3
b...Horizontal groove, 3c...Horizontal protrusion, 4...Member,
5... Vertical groove, 6a... Vertical groove, 6b... Partition wall part,
7...Cut and raised piece.
Claims (1)
の部材1に突立片2を設け、該突立片2には、突
立片先端面2aに開口した縦溝3aと、該縦溝3
aの基端部側方に連続した横溝3bと、突立片先
端面2aと横溝3b間に配置された横向き突部3
cを設けると共に、前記横溝3bの最奥端との間
に他方の部材4の一対の側壁4a,4b間の幅に
等しい間隔を置いて、縦溝3aに対して横溝3b
とは反対側に、横溝3bに向つて上り傾斜した横
長の切起し片7を設け、突立片2の縦溝3aに嵌
合される部材4の側壁4aには、深さが突立片2
の高さに等しい縦溝6aを設け、該縦溝6aを当
該側壁4a主体部に連続した仕切壁部6bによつ
て、部材基端面4cに開口した溝部分6cより分
断し、側壁4aと対面する部材4の側壁4bに
は、突立片2が嵌合される縦溝5を設け、該縦溝
5の深さを突立片2の高さに等しくし、突立片2
の前記横溝3bに部材4の仕切壁部6bを嵌め入
れると共に、突立片2の前記横向き突部3cを部
材4の縦溝6aに嵌め入れ、切起し片7の先端面
7aを部材4の側壁4bに当接させる土木建築用
桟接合物の接合構造。 A protruding piece 2 is provided on one member 1 of the two members 1 and 4 that are joined in a cross-sectional manner, and the protruding piece 2 has a vertical groove 3a that is open to the distal end surface 2a of the protruding piece;
A continuous lateral groove 3b on the side of the proximal end of a, and a lateral protrusion 3 arranged between the protruding piece distal end surface 2a and the lateral groove 3b.
A horizontal groove 3b is provided with respect to the vertical groove 3a, and an interval equal to the width between the pair of side walls 4a, 4b of the other member 4 is provided between the innermost end of the horizontal groove 3b.
A horizontally long cut-and-raised piece 7 is provided on the opposite side to the horizontal groove 3b and slopes upward toward the horizontal groove 3b.
A vertical groove 6a having a height equal to the height of The side wall 4b of the member 4 is provided with a vertical groove 5 into which the protruding piece 2 is fitted, and the depth of the vertical groove 5 is made equal to the height of the protruding piece 2.
The partition wall portion 6b of the member 4 is fitted into the horizontal groove 3b of the member 4, and the horizontal protrusion 3c of the protruding piece 2 is fitted into the vertical groove 6a of the member 4, and the tip surface 7a of the cut and raised piece 7 is fitted into the vertical groove 6a of the member 4. A joint structure of a crosspiece joint for civil engineering and construction that is brought into contact with a side wall 4b.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP15548683U JPS6063647U (en) | 1983-10-06 | 1983-10-06 | Joint structure of crosspiece joints for civil engineering and construction |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP15548683U JPS6063647U (en) | 1983-10-06 | 1983-10-06 | Joint structure of crosspiece joints for civil engineering and construction |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS6063647U JPS6063647U (en) | 1985-05-04 |
JPH0211558Y2 true JPH0211558Y2 (en) | 1990-03-26 |
Family
ID=30343394
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP15548683U Granted JPS6063647U (en) | 1983-10-06 | 1983-10-06 | Joint structure of crosspiece joints for civil engineering and construction |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS6063647U (en) |
-
1983
- 1983-10-06 JP JP15548683U patent/JPS6063647U/en active Granted
Also Published As
Publication number | Publication date |
---|---|
JPS6063647U (en) | 1985-05-04 |
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