JPH0379893A - Tube joint structure for water tube bridge - Google Patents
Tube joint structure for water tube bridgeInfo
- Publication number
- JPH0379893A JPH0379893A JP21452389A JP21452389A JPH0379893A JP H0379893 A JPH0379893 A JP H0379893A JP 21452389 A JP21452389 A JP 21452389A JP 21452389 A JP21452389 A JP 21452389A JP H0379893 A JPH0379893 A JP H0379893A
- Authority
- JP
- Japan
- Prior art keywords
- pipe
- flange
- pipes
- socket
- joint structure
- 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.)
- Granted
Links
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title abstract description 17
- 238000003780 insertion Methods 0.000 abstract description 9
- 230000037431 insertion Effects 0.000 abstract description 9
- 238000005452 bending Methods 0.000 description 7
- 238000010276 construction Methods 0.000 description 4
- 238000009434 installation Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 235000014676 Phragmites communis Nutrition 0.000 description 1
- 230000008602 contraction Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000001771 impaired effect Effects 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
Landscapes
- Joints Allowing Movement (AREA)
Abstract
Description
【発明の詳細な説明】
産業上の利用分野
本発明は、本管41管路布設工法およびその管継手構造
に関する。DETAILED DESCRIPTION OF THE INVENTION Field of the Invention The present invention relates to a main pipe 41 conduit installation method and its pipe joint structure.
従来の技術
従来の水管橋管路布設工法においては、一方の管の受口
内に他方の管の挿口を挿着して複数個の管を順次接続し
、スパン中央の2個の管のみ山形に屈曲させて接続する
ことにより、1対のアシカーブロック間に山形の水管橋
を架設していた。Conventional technology In the conventional aqueduct bridge pipeline construction method, multiple pipes are connected one after another by inserting the socket of one pipe into the socket of the other pipe, and only the two pipes at the center of the span are connected in a chevron shape. By bending and connecting the blocks, a chevron-shaped water pipe bridge was constructed between a pair of reed car blocks.
発明が解決しようとする課題
しかし、上記従来の工法によれば、架設する水管橋が山
形であるため適用スパンに限界があり、長スパンに適用
できないという問題があった。Problems to be Solved by the Invention However, according to the above-mentioned conventional construction method, since the aqueduct bridge to be constructed is mountain-shaped, there is a limit to the applicable span, and there is a problem that it cannot be applied to long spans.
本発明は、従来の工法を改良して、このような問題点を
解消することを目的とする。The present invention aims to solve these problems by improving the conventional construction method.
課題を解決するための手段
上記目的を達成するために、本発明の水管橋管路布設工
法は、複数個の管を順次アーチ形に接続して1対のアン
カーブロック間に架設された水管橋において、一方の管
の受口の端部に設けたフランジと他方の管の挿口の外周
に設けたフランジとを締結部材で接合することにより両
管を互いに管軸心を傾斜させて接続する構成としたもの
である。Means for Solving the Problems In order to achieve the above object, the water pipe bridge pipe construction method of the present invention provides a water pipe bridge constructed between a pair of anchor blocks by sequentially connecting a plurality of pipes in an arch shape. In this method, the flange provided at the end of the socket of one pipe and the flange provided on the outer periphery of the socket of the other pipe are joined with a fastening member to connect both pipes with their pipe axes tilted to each other. It is structured as follows.
作用
上記構成によれば、挿口側のフランジを挿口の外周に傾
斜させて設けるか、両フランジの間にくさび形フランジ
を挿入するかなどして両フランジを接合・することによ
り、両管を互いに管軸心を傾斜させて接続することがで
きるのである。Effects According to the above configuration, both pipes can be connected by joining and joining both flanges, such as by providing the flange on the inlet side at an angle to the outer periphery of the inlet, or by inserting a wedge-shaped flange between both flanges. They can be connected to each other with their tube axes tilted.
実施例
以下、本発明の一実施例を第1図および第2図に基づい
て説明する。第1図に示すように、所定のスパンSだけ
離隔させて設けた左右1対のアンカーブロック1,2の
間に7−チ形水管4!3を架設する。それには、まず、
各アンカーブロック1゜2内に埋設管4.5を埋設し、
埋設管4.5の受口6を斜め上方に突出させておく。こ
の受口6は、水管橋3の温度伸縮およびアンカーブロッ
ク1゜2の沈下を吸収可能とする。次に、両埋設管4゜
5の間に複数個の1!7〜11および12を順次アーチ
形に接続して行く。この接続を可能にするために、t7
の両端部には挿口13および受口14を設け、管8〜1
1の両端部には受口14および挿口15を設け、管12
の両端部には挿口13.15を設けてあり、2種類の管
継手構造16.17を形成している。管継手構造16は
、管7,12を埋設管4.5に直線状に接続するもので
、管7.12の単純な円筒状の挿口13(図示省略)を
埋設管4.5の受口6内に挿入することにより接続する
。また、管継手構造17は、第2図に示すように、一方
の管の受口14内に他方の管の挿口15を匣曲角θをも
って挿着するものである。すなわち、受口14は、端部
にフランジ18を有し、内周にゴム、プラスチックなど
の素材からなる止水リング19が嵌装されている。20
は止水リング19を固定するための環状突起である。挿
し口15は、円筒状に形成され、外周にフランジ21が
管軸心に対して屈曲角θだけ傾斜するように固着されて
いる。そして、管7〜12どうじを接続するには、管7
の受口14内に管8の挿口15を屈曲角θ1だけ傾斜さ
せて挿入し、両フランジ18.21をボルト・ナツトな
どの締結部材22で接合することにより両管7.8を互
いに管軸心を屈曲角θ1だけ傾斜させて接続し、他の管
9〜12も同じ要領で左右対称になるように屈曲角θ2
.θ3.θ1だけ傾斜させて順次接続して行く(第1図
参照)。その際、止水リング19は挿口15の外周を締
め付けて、管内水の漏水を防止する。かくして、両アン
カーブロック1.2の間にアーチ形水管橋3が架設され
るのである。EXAMPLE An example of the present invention will be described below with reference to FIGS. 1 and 2. As shown in FIG. 1, a 7-channel water pipe 4!3 is installed between a pair of left and right anchor blocks 1 and 2 separated by a predetermined span S. First of all,
A buried pipe 4.5 is buried in each anchor block 1°2,
The socket 6 of the buried pipe 4.5 is made to protrude obliquely upward. This socket 6 can absorb the temperature expansion and contraction of the water pipe bridge 3 and the sinking of the anchor block 1°2. Next, a plurality of pipes 1!7 to 11 and 12 are sequentially connected in an arch shape between both buried pipes 4.5. To enable this connection, t7
A socket 13 and a socket 14 are provided at both ends of the pipes 8 to 1.
A socket 14 and an inlet 15 are provided at both ends of the pipe 12.
Inlet ports 13.15 are provided at both ends of the tube, forming two types of pipe joint structures 16.17. The pipe joint structure 16 connects the pipes 7, 12 to the buried pipe 4.5 in a straight line, and connects the simple cylindrical socket 13 (not shown) of the pipe 7.12 to the receiving part of the buried pipe 4.5. The connection is made by inserting it into the mouth 6. Further, the pipe joint structure 17 is such that, as shown in FIG. 2, the socket 15 of one pipe is inserted into the socket 14 of the other pipe at an angle θ. That is, the socket 14 has a flange 18 at its end, and a water stop ring 19 made of a material such as rubber or plastic is fitted around the inner periphery. 20
is an annular projection for fixing the water stop ring 19. The insertion port 15 is formed in a cylindrical shape, and a flange 21 is fixed to the outer periphery so as to be inclined by a bending angle θ with respect to the tube axis. Then, to connect pipes 7 to 12, pipe 7
By inserting the insertion port 15 of the tube 8 into the socket 14 at an angle of bending angle θ1, and joining both flanges 18.21 with a fastening member 22 such as a bolt or nut, both tubes 7.8 are connected to each other. Connect the shaft center by tilting the bending angle θ1, and bend the other pipes 9 to 12 in the same way to make the bending angle θ2 symmetrical.
.. θ3. They are connected one after another by tilting by θ1 (see Fig. 1). At this time, the water stop ring 19 tightens the outer periphery of the insertion port 15 to prevent water from leaking inside the pipe. An arched aqueduct 3 is thus constructed between the two anchor blocks 1.2.
上記のように、水管Ia3はアーチ形であるので、管や
管内水の重量による鉛直荷重の負担力がきわめて大きく
、したがって、スパンSの長い水管橋3に対しても適用
可能である。また、水管橋3が鉛直荷重により撓んだ場
合でも、その美観が損われることはない。As mentioned above, since the water pipe Ia3 has an arch shape, the vertical load bearing force due to the weight of the pipe and the water in the pipe is extremely large, and therefore, it is also applicable to the water pipe bridge 3 with a long span S. Further, even if the aqueduct bridge 3 is bent due to a vertical load, its aesthetic appearance will not be impaired.
なお、管継手構造17は、第2図に示すものでは、フラ
ンジ21を挿口15の外周に管軸心に対して屈曲角θだ
け傾斜させて固着したが、他の実施例として、第3図に
示すように、フランジ21を挿口15の外周に軸線に対
して直角に固着し、両フランジ18゜21の間にくさび
形フランジ23を挿入してもよい。In addition, in the pipe joint structure 17 shown in FIG. 2, the flange 21 is fixed to the outer periphery of the insertion port 15 by tilting the bending angle θ with respect to the pipe axis. As shown in the figure, a flange 21 may be fixed to the outer periphery of the socket 15 at right angles to the axis, and a wedge-shaped flange 23 may be inserted between both flanges 18.degree. 21.
このくさび形フランジ23は、第4図および第5図に示
すように、表裏両面が互いに屈曲角θだけ傾斜するよう
に形成したものである。この構造は、第2図に示すもの
よりも挿口15の製作が容易になるという利点がある。As shown in FIGS. 4 and 5, this wedge-shaped flange 23 is formed so that both the front and back sides are inclined to each other by a bending angle θ. This structure has the advantage that the receptacle 15 is easier to manufacture than that shown in FIG.
発明の詳細
な説明したように本発明によれば、1対のアンカーブロ
ック間にアーチ形水管橋を架設することができるので、
管や管内水の重量による鉛直荷重の負担力がきわめて大
きい。したがって、長スパンの水@Ia管路布設にも十
分に適用可能である。DETAILED DESCRIPTION OF THE INVENTION According to the present invention, an arched aqueduct bridge can be constructed between a pair of anchor blocks.
The vertical load due to the weight of the pipe and the water inside the pipe is extremely large. Therefore, it is fully applicable to long-span water @Ia pipeline installation.
また、水管橋が鉛直荷重により撓んだ場合でも、アーチ
形であるのでその美観が損われるということはない。Furthermore, even if the aqueduct bridge bends due to vertical loads, its aesthetic appearance will not be affected because it is arched.
第1図は本発明の一実施例を示す水管橋の全体構成図、
第2図は本発明の管継手構造の一実施例を示す断面図、
第3図は本発明の1111手構造の他の実施例を示す断
面図、第4図は如3図におけるくさび形フランジの正面
図、第5図は第4図の八−へ矢視断面図である。
1.2・・・アンカーブロック、3・・・水管橋、7〜
12・・・管、14・・・受口、15・・・挿口、17
・・・管継手構造、18・・・フランジ(受口側)、2
1・・・フランジ〈挿口側)。FIG. 1 is an overall configuration diagram of an aqueduct bridge showing an embodiment of the present invention;
FIG. 2 is a sectional view showing an embodiment of the pipe joint structure of the present invention;
FIG. 3 is a sectional view showing another embodiment of the 1111 hand structure of the present invention, FIG. 4 is a front view of the wedge-shaped flange in FIG. It is. 1.2...Anchor block, 3...Aqueduct bridge, 7~
12... tube, 14... socket, 15... insertion port, 17
...Pipe joint structure, 18...Flange (socket side), 2
1...Flange (insertion side).
Claims (1)
ーブロック間に架設された水管橋において、一方の管の
受口の端部に設けたフランジと他方の管の挿口の外周に
設けたフランジとを締結部材で接合することにより両管
を互いに管軸心を傾斜させて接続することを特徴とする
水管橋の管継手構造。1. In an aqueduct bridge built between a pair of anchor blocks by sequentially connecting multiple pipes in an arch shape, the flange provided at the end of the socket of one pipe and the outer periphery of the socket of the other pipe. A pipe joint structure for an aqueduct bridge, characterized in that both pipes are connected to each other with their pipe axes tilted by joining flanges provided in the pipes with a fastening member.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP1214523A JPH0718513B2 (en) | 1989-08-21 | 1989-08-21 | Pipe joint structure of water pipe bridge |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP1214523A JPH0718513B2 (en) | 1989-08-21 | 1989-08-21 | Pipe joint structure of water pipe bridge |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH0379893A true JPH0379893A (en) | 1991-04-04 |
JPH0718513B2 JPH0718513B2 (en) | 1995-03-06 |
Family
ID=16657134
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP1214523A Expired - Lifetime JPH0718513B2 (en) | 1989-08-21 | 1989-08-21 | Pipe joint structure of water pipe bridge |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH0718513B2 (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR20030060041A (en) * | 2002-01-04 | 2003-07-12 | 여휘수 | Mp3 cap |
Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS62196994U (en) * | 1986-06-06 | 1987-12-15 | ||
JPS6457487U (en) * | 1987-10-02 | 1989-04-10 |
-
1989
- 1989-08-21 JP JP1214523A patent/JPH0718513B2/en not_active Expired - Lifetime
Patent Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS62196994U (en) * | 1986-06-06 | 1987-12-15 | ||
JPS6457487U (en) * | 1987-10-02 | 1989-04-10 |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR20030060041A (en) * | 2002-01-04 | 2003-07-12 | 여휘수 | Mp3 cap |
Also Published As
Publication number | Publication date |
---|---|
JPH0718513B2 (en) | 1995-03-06 |
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