JP6215581B2 - Rectangular tube connection structure - Google Patents
Rectangular tube connection structure Download PDFInfo
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- JP6215581B2 JP6215581B2 JP2013120582A JP2013120582A JP6215581B2 JP 6215581 B2 JP6215581 B2 JP 6215581B2 JP 2013120582 A JP2013120582 A JP 2013120582A JP 2013120582 A JP2013120582 A JP 2013120582A JP 6215581 B2 JP6215581 B2 JP 6215581B2
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- rectangular
- tube
- rectangular tube
- connection structure
- band
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- 239000002184 metal Substances 0.000 claims description 13
- 230000003014 reinforcing effect Effects 0.000 claims description 9
- 210000000988 bone and bone Anatomy 0.000 claims description 6
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 3
- 238000010276 construction Methods 0.000 description 4
- 230000002787 reinforcement Effects 0.000 description 3
- 230000006835 compression Effects 0.000 description 2
- 238000007906 compression Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 101100334009 Caenorhabditis elegans rib-2 gene Proteins 0.000 description 1
- 229910000831 Steel Inorganic materials 0.000 description 1
- 238000005553 drilling Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
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Description
本発明は、角筒形状の排水管同士を連結接続するための矩形管接続構造に関する。 The present invention relates to a rectangular tube connection structure for connecting and connecting rectangular tubular drainage pipes.
従来、高速道路等の高架道路から雨水を排出するために設けられた排水管は、丸管をそのまま固定金具で高架柱に固定するようにしていたので、排水管や固定金具が高架から突出した状態になり、外観上、好ましいものではなかった。そのため、高架柱に窪みを設けて、この窪みに角筒形状の排水管を設置し、外観が良好で、施工性も良好な、角筒形状の排水管を接続するのに適した管の接続構造が知られている(特許文献1を参照)。
この公知技術は、両端部を管端部内に挿入して排水管同士を連接するインスリーブソケットと、該インスリーブソケットを保持するための一対の保持部を有すると共に躯体等への固定部を有するサポート部材からなり、前記保持部によりインスリーブソケットを保持するために、排水管の管端部に切欠部を形成した管の接続構造である。
Conventionally, drainage pipes provided to discharge rainwater from elevated roads such as expressways have been designed to fix round pipes directly to elevated pillars with fixtures, so the drainage pipes and fixtures protrude from the elevated It became a state and was not preferable in appearance. For this reason, a hollow is provided in the elevated column, and a square tube-shaped drainage pipe is installed in this depression, and the pipe connection suitable for connecting a square tube-shaped drainage pipe with good appearance and good workability The structure is known (see Patent Document 1).
This known technique has an in-sleeve socket that connects both drain pipes by inserting both ends into a pipe end, a pair of holding parts for holding the in-sleeve socket, and a fixing part to a housing or the like. This is a pipe connection structure comprising a support member and having a notch formed at the pipe end of the drain pipe in order to hold the in-sleeve socket by the holding part.
この管の接続構造によれば、高架柱に設けた窪み内への排水管の設置等を容易に行えると共に、接続部分の凹凸を極力少なくできるので、外観にも優れたものとなるが、インスリーブソケットを使用するため、施工等が複雑になる欠点があった。
そのため、角筒形状の排水管の接続部分の締付け変形をなくし、施工等が簡便になる矩形管の接続構造が望まれていた。
According to this pipe connection structure, drainage pipes can be easily installed in the depressions provided in the elevated pillars and the unevenness of the connection parts can be reduced as much as possible. Since the sleeve socket is used, there is a drawback that the construction is complicated.
Therefore, there has been a demand for a rectangular tube connection structure that eliminates the tightening deformation of the connection portion of the rectangular tube-shaped drainage pipe and that facilitates construction and the like.
本発明は、角筒形状の排水管の管端内壁に補強リブを設けて補強し、角筒形状の排水管同士を矩形バンドで接続する矩形管接続構造を提供することを目的とする。 An object of the present invention is to provide a rectangular tube connection structure in which a reinforcing rib is provided on a tube end inner wall of a rectangular tube-shaped drainage pipe to reinforce and the rectangular tube-shaped drainpipes are connected to each other with a rectangular band.
本発明の矩形管接続構造は、角筒形状の金属管の管端内壁に補強リブを設けて補強した矩形管と、該矩形管の管端同士を当接させて連結し、前記矩形管の当接連結部分を矩形バンドで締付け固定するものである。
前記補強リブは、流水方向に平行で壁面に直角となる所定高さ及び長さのリムと、該リムを支持する縦骨を管端内壁に前記リムが千鳥状配置になるように環状2列に内壁面を囲むように配置する。
前記矩形バンドは、金属製帯板の両端を斜め45°に立ち上げて締付けフランジ片を形成し、該締付けフランジ片にネジ孔を穿孔して矩形締付けバンドの金属帯板単体を形成し、該金属帯板単体の4枚を前記ネジ孔にネジを螺合させて矩形に組み立てて形成する。
The rectangular tube connecting structure of the present invention is a rectangular tube reinforced by providing a reinforcing rib on the inner wall of the tube end of a rectangular tube-shaped metal tube, and the tube ends of the rectangular tube are brought into contact with each other to be connected. The abutting connection portion is fastened and fixed with a rectangular band.
The reinforcing ribs are arranged in two annular rows so that the rim is parallel to the flowing water direction and perpendicular to the wall surface and has a predetermined height and length, and the vertical bones supporting the rim are arranged in a staggered manner on the inner wall of the tube end. It is arranged so as to surround the inner wall surface.
The rectangular band is formed by tightening both ends of a metal band plate at an angle of 45 ° to form a fastening flange piece, and a screw hole is drilled in the fastening flange piece to form a metal band plate alone of the rectangular fastening band, Four metal strips are assembled and assembled into a rectangular shape by screwing screws into the screw holes.
本発明の矩形管接続構造は、角筒形状の金属管の管端内壁に補強リブを設けて補強した矩形管と、該矩形管の管端同士を当接させて連結し、前記矩形管の当接連結部分を矩形バンドで締付け固定する矩形管接続構造であって、前記矩形管の内壁面に流水方向に平行で壁面に直角となる所定高さ及び長さのリムと縦骨からなる補強リブが内壁面を囲むように環状2列に形成されているので、対圧縮・変形防止効果を生じる。また、前記矩形バンドは、元々矩形を形成しているので、強度に締め付けても保形性が保たれ、接続部分の締付け変形をなくし、且つ施工等が簡便である。 The rectangular tube connecting structure of the present invention is a rectangular tube reinforced by providing a reinforcing rib on the inner wall of the tube end of a rectangular tube-shaped metal tube, and the tube ends of the rectangular tube are brought into contact with each other to be connected. A rectangular tube connection structure in which the abutment connecting portion is fastened and fixed by a rectangular band, and is a reinforcement composed of a rim and a vertical bone having a predetermined height and length parallel to the flowing water direction and perpendicular to the wall surface on the inner wall surface of the rectangular tube Since the ribs are formed in two annular rows so as to surround the inner wall surface, an effect of preventing compression and deformation is produced. In addition, since the rectangular band is originally formed in a rectangular shape, the shape retaining property is maintained even when the rectangular band is tightened, the tightening deformation of the connecting portion is eliminated, and the construction and the like are simple .
本発明の矩形管接続構造の一実施例を添付図面に基づいて、以下に説明する。
図1の断面図に示すように、本発明の矩形管接続構造は、角筒形状の金属管の管端内壁に補強リブ1を設けて補強した矩形管2と、該矩形管2の管端同士を当接させて前記矩形管2の当接部分を矩形バンド3で締付け固定するものである。なお、一点鎖線で当接させる矩形管2及び矩形バンド3を表している。
One embodiment of the rectangular tube connection structure of the present invention will be described below with reference to the accompanying drawings.
As shown in the cross-sectional view of FIG. 1, the rectangular tube connection structure of the present invention includes a
前記矩形管2は、図2の正面図に示すように、鋼板により断面矩形に形成された角筒形状の排水管であり、管端内壁には、図3の斜視図に示すように、流水方向に平行で壁面に直角となる所定高さ及び長さのリム4と、該リム4を支持する縦骨5を管端内壁にリム4が千鳥状配置になるように環状2列に内壁面6を囲むように配置する。
なお、前記排水管内壁面6と前記補強リブ1は、溶接又は接着により固定される。
As shown in the front view of FIG. 2, the
The drain pipe
一方、前記矩形バンド3は、図4の斜視図に示すように、金属製帯板の両端を斜め45°に立ち上げて締付けフランジ片7を形成し、該締付けフランジ片7にネジ孔8を穿孔して矩形バンド3の金属帯板単体9を形成し、該金属帯板単体9の4枚を前記ネジ孔8にネジ(図示せず)を螺合させて矩形に組み立てて形成する。
On the other hand, as shown in the perspective view of FIG. 4, the
次に、本発明の矩形管接続構造の操作動作を添付図面に基づいて、以下に説明する。
一方の矩形管2の管端に矩形バンド3を嵌着した状態で、他方の矩形管2の管端を当接させて、図5の説明図に示すように、前記矩形バンド3の四隅のボルト10・ナット11を締め付けて固定する。
Next, the operation of the rectangular tube connection structure of the present invention will be described below based on the attached drawings.
With the
図1に示すように、前記矩形バンド3の締付部分には、前記矩形管2の内壁面6に流水方向に平行で壁面に直角となる所定高さ及び長さのリム4と縦骨5からなる補強リブ1が内壁面6を囲むように環状2列に形成されているので、対圧縮・変形防止効果を生じる。
As shown in FIG. 1, a rim 4 and a longitudinal bone 5 having a predetermined height and length parallel to the
また、前記矩形バンド3は、元々矩形を形成しているので、強度に締め付けても保形性が保たれ、接続部分の締付け変形をなくし、且つ施工等が簡便である。
Further, since the
1 補強リブ
2 矩形管
3 矩形バンド
4 リム
5 縦骨
6 内壁面
7 締付けフランジ片
8 ネジ孔
9 金属帯板単体
10 ボルト
11 ナット
DESCRIPTION OF
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Application Number | Priority Date | Filing Date | Title |
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JP2013120582A JP6215581B2 (en) | 2013-06-07 | 2013-06-07 | Rectangular tube connection structure |
Applications Claiming Priority (1)
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JP2013120582A JP6215581B2 (en) | 2013-06-07 | 2013-06-07 | Rectangular tube connection structure |
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JP2014237949A JP2014237949A (en) | 2014-12-18 |
JP6215581B2 true JP6215581B2 (en) | 2017-10-18 |
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JP2013120582A Active JP6215581B2 (en) | 2013-06-07 | 2013-06-07 | Rectangular tube connection structure |
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Family Cites Families (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5250413Y2 (en) * | 1971-12-16 | 1977-11-16 | ||
JPS57102779U (en) * | 1980-12-15 | 1982-06-24 | ||
JPS59147973U (en) * | 1983-03-24 | 1984-10-03 | 渡辺 清 | Metal tube with reinforcing ribs |
JPS64788U (en) * | 1987-06-23 | 1989-01-05 | ||
JP2537720B2 (en) * | 1991-10-17 | 1996-09-25 | 鹿島建設株式会社 | Steel tube column joint structure |
JP3033258U (en) * | 1996-07-05 | 1997-01-21 | 宇部日東化成株式会社 | Fiber-reinforced synthetic resin pipe joints |
JP2005299711A (en) * | 2004-04-07 | 2005-10-27 | Shonan Plastic Mfg Co Ltd | Regenerating pipe and its laying method |
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