JPH0439338Y2 - - Google Patents
Info
- Publication number
- JPH0439338Y2 JPH0439338Y2 JP2627489U JP2627489U JPH0439338Y2 JP H0439338 Y2 JPH0439338 Y2 JP H0439338Y2 JP 2627489 U JP2627489 U JP 2627489U JP 2627489 U JP2627489 U JP 2627489U JP H0439338 Y2 JPH0439338 Y2 JP H0439338Y2
- Authority
- JP
- Japan
- Prior art keywords
- waterway
- spigot
- socket
- joint
- socket part
- 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
- 238000012856 packing Methods 0.000 claims description 10
- 239000002184 metal Substances 0.000 claims description 8
- 239000000463 material Substances 0.000 description 10
- 229910000831 Steel Inorganic materials 0.000 description 4
- 230000000694 effects Effects 0.000 description 4
- 239000010959 steel Substances 0.000 description 4
- 238000003780 insertion Methods 0.000 description 3
- 230000037431 insertion Effects 0.000 description 3
- 239000011347 resin Substances 0.000 description 3
- 229920005989 resin Polymers 0.000 description 3
- 238000000926 separation method Methods 0.000 description 3
- 238000007796 conventional method Methods 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 101000927062 Haematobia irritans exigua Aquaporin Proteins 0.000 description 1
- GYRMPDLIHUXUIG-UHFFFAOYSA-N N-[4-(5-Nitro-2-furyl)-2-thiazolyl]acetamide Chemical compound S1C(NC(=O)C)=NC(C=2OC(=CC=2)[N+]([O-])=O)=C1 GYRMPDLIHUXUIG-UHFFFAOYSA-N 0.000 description 1
- 230000001174 ascending effect Effects 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000010168 coupling process Methods 0.000 description 1
- 238000005859 coupling reaction Methods 0.000 description 1
- 230000007423 decrease Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 230000007774 longterm Effects 0.000 description 1
- 230000001105 regulatory effect Effects 0.000 description 1
Landscapes
- Sewage (AREA)
Description
【考案の詳細な説明】
〔産業上の利用分野〕
本考案は、例えばJIS規格のベンチフリユーム
のようなソケツト付水路の継手に関するものであ
る。[Detailed Description of the Invention] [Industrial Application Field] The present invention relates to a joint for a waterway with a socket, such as a bench furium according to the JIS standard.
従来、この種ソケツト付水路の継手には、一般
に、その継目の止水を目的として、第5図に示す
ように、水路1のソケツト部2と、該ソケツト部
2内に嵌合した他方の水路3のスピゴツト部4と
の間において、内目地部5に樹脂系コーキング材
6を充填したものや、あるいは第6図に示すよう
に、水路1のソケツト部2と、水路3のスピゴツ
ト部4との間にパツキング材5を挟み込んだもの
等がある。
Conventionally, this type of joint for a waterway with a socket generally has a socket part 2 of the waterway 1 and a socket part 2 of the other fitting fitted in the socket part 2, as shown in FIG. Between the spigot part 4 of the waterway 3, the inner joint part 5 is filled with a resin caulking material 6, or as shown in FIG. There is one in which a packing material 5 is sandwiched between the two.
また、地震時等における両水路の離脱防止を目
的として、第7図に示すように、互いに嵌合した
水路1のソケツト部2と、水路3のスピゴツト部
4との上面に鋼製プレート5を掛け渡し、ボルト
6で連結したものや、あるいは第8図に示すよう
に、水路1のソケツト部2と、水路3のスピゴツ
ト部4との外側面に、それぞれL形金具5,6を
固定し、両L形金具5,6をボルト7、ナツト8
で連結したものがある。 In addition, for the purpose of preventing separation of both waterways in the event of an earthquake, etc., as shown in FIG. L-shaped metal fittings 5 and 6 are fixed to the outer surfaces of the socket part 2 of the water channel 1 and the spigot part 4 of the water channel 3, respectively, by spanning them and connecting them with bolts 6, or as shown in FIG. , attach both L-shaped fittings 5 and 6 to bolt 7 and nut 8.
There are some that are connected.
更に、基礎地盤が軟弱な場合の両水路の剛結を
目的としたものとしては、第9図に示すように、
左右の水路1,2をその側壁1A,2A内に埋め
込んだPC鋼材3を緊張することにより、両水路
1,2を連結したものがある。 Furthermore, as shown in Figure 9, the purpose of rigidly connecting both waterways when the foundation ground is soft is as follows.
There is a system in which the left and right water channels 1 and 2 are connected by tensioning a prestressed steel material 3 embedded in the side walls 1A and 2A.
更にまた、前記各目的を組合せたものとして、
第10図に示すように、左右の水路1,2の小口
面にパツキング材3を挟み込むとゝもに、嵌合し
たソケツト部4とスピゴツト部5との上面に鋼製
プレート6を掛け渡してボルト7で連結したもの
等がある。 Furthermore, as a combination of the above objectives,
As shown in FIG. 10, a packing material 3 is sandwiched between the end faces of the left and right water channels 1 and 2, and a steel plate 6 is stretched over the upper surfaces of the fitted socket part 4 and spigot part 5. There are some that are connected with bolts 7.
しかし、第5図に示す従来例では、樹脂系コー
キング材6に伸縮性があるため、短期的な不同沈
下には追従できるが、耐久性が短いとゝもに、価
格が高いこと、コーキング施工時の管理が不十分
だと内側目地部5から樹脂系コーキング材6が剥
離することがある等の欠点があつた。
However, in the conventional example shown in Fig. 5, the resin-based caulking material 6 has elasticity, so it can follow short-term uneven settlement, but it has short durability, high price, and poor caulking construction. If the timing is not properly controlled, the resin-based caulking material 6 may peel off from the inner joint portion 5, which is a drawback.
また、第6図に示す従来例においては、連結し
た水路1,3の軽度の不同沈下にはある程度追従
できるが、水路1,3の継手部分に〓間が生じ易
いこと、経時的に継手部分の底盤部における定型
パツキング材5が水路3の重みで潰れ、次第に復
元しなくなるため、止水性及び長期間の不同沈下
に対する効果が期待できない。 In addition, in the conventional example shown in Fig. 6, it is possible to follow the slight uneven settlement of the connected waterways 1 and 3 to some extent, but there are also problems that gaps tend to occur at the joints of the waterways 1 and 3, and that the joints deteriorate over time. Since the regular packing material 5 in the bottom plate part of the tank collapses under the weight of the water channel 3 and gradually becomes unable to restore its original shape, it cannot be expected to have water-stopping properties or be effective against uneven settlement over a long period of time.
さらに、第7図及び第8図の従来例では、両水
路1,3をボルト止めにより連結するので結合度
は高いが、反面この剛結合が高いと不同沈下時に
水路自体に応力がかかり、ひび割れ等の発生する
虞れがある。 Furthermore, in the conventional examples shown in Figures 7 and 8, the degree of connection is high because both waterways 1 and 3 are connected by bolts, but on the other hand, if this rigid connection is high, stress is applied to the waterway itself during uneven settlement, resulting in cracks. There is a possibility that something like this may occur.
また、第9図に示す従来例は、PC鋼材3の緊
張による剛結合であり、水路1,2の連結個数が
少ない場合には効果的である。しかし、連結個数
が多くなると連結が困難であること、製造時の
PC鋼材3の埋め込みが面倒であること、及び高
価である等の欠点がある。 Further, the conventional example shown in FIG. 9 is a rigid connection by tensioning the prestressing steel material 3, which is effective when the number of connected water channels 1 and 2 is small. However, when the number of connected pieces increases, it becomes difficult to connect them, and during manufacturing.
There are disadvantages such as embedding the PC steel material 3 is troublesome and expensive.
そして、また第10図の従来例では、第6図の
従来例とほぼ同様の欠点があり、パツキング材3
の復元力の耐久性が短い場合には、長期間の止水
効果を期待できないという欠点がある。 Furthermore, the conventional example shown in FIG. 10 has almost the same drawbacks as the conventional example shown in FIG.
If the durability of the restoring force is short, there is a drawback that a long-term water-stopping effect cannot be expected.
本考案は、上記のような従来の欠点を解決する
ために成されたもので、水路の継手部をL形金具
でゆるやかに保持することによつて、止水性能を
保持しながら軟弱地盤での不同沈下あるいは地震
時等による連結水路の離脱等を防止した継手構造
を提供するのが目的であり、その要旨は、水路の
一端ソケツト部に、接続する水路の他端スピゴツ
ト部をパツキンを介して嵌合し、前記ソケツト部
の左右に設けた内方に向け下降傾斜する面を有す
る切欠凹部にその一辺を固着したL形金具の他辺
を、前記スピゴツト部の左右両外側面に形成した
端部に向け上昇傾斜する面を有する凹部に係合せ
しめたことを特徴とするソケツト付水路の継手、
及び前記パツキンを突き合わせ面の間にのみ介装
したソケツト付水路の継手にある。
The present invention was developed to solve the above-mentioned drawbacks of the conventional methods, and by loosely holding the waterway joint with an L-shaped fitting, it can be used on soft ground while maintaining water-stopping performance. The purpose is to provide a joint structure that prevents uneven settlement of the waterway or separation of the connecting waterway due to earthquakes. The other side of the L-shaped fitting is formed on both the left and right outer surfaces of the spigot part, and one side of the L-shaped metal fitting is fitted into a notched recess provided on the left and right sides of the socket part and has one side fixed to a notch recess having an inwardly downwardly inclined surface. A joint for a waterway with a socket, characterized in that the joint is engaged with a recess having a surface that slopes upward toward the end.
and a socket-equipped waterway joint in which the above-mentioned packing is interposed only between the abutting surfaces.
以下、本考案を第1図乃至第4図に示す実施例
により詳細に説明する。なお、第1図は本考案に
係る継手を適用した水路の連結前の斜視図で、第
2図は同継手の要部を示す断面図、第3図は同水
路の連結後の要部を示す斜視図、第4図の(A),
(B),(C)は本考案の作用説明図である。
Hereinafter, the present invention will be explained in detail with reference to embodiments shown in FIGS. 1 to 4. In addition, Fig. 1 is a perspective view of the water channels before they are connected using the joint according to the present invention, Fig. 2 is a sectional view showing the main parts of the joint, and Fig. 3 is the main part of the water channels after they are connected. Perspective view shown in Figure 4 (A),
(B) and (C) are explanatory diagrams of the action of the present invention.
図面において、1,1は断面がU形状の水路ブ
ロツクで、その一端にはソケツト部2が形成され
ており、他端には該ソケツト部2内に挿入可能な
スピゴツト部3が形成されている。 In the drawings, reference numeral 1, 1 indicates a water channel block having a U-shaped cross section, one end of which is formed with a socket portion 2, and the other end of which is formed with a spigot portion 3 that can be inserted into the socket portion 2. .
4,4は溝部で、前記ソケツト部2の左右両小
口面2a,2aに形成されており、該溝部4の内
の底面4aは内方に向け下降傾斜する傾斜面に形
成されており、また前記溝部4の底面4aの中央
には、第2図に示すように、ボルト5が螺合する
メネジ筒6が埋設されている。 Reference numerals 4, 4 denote grooves, which are formed on both the left and right end faces 2a, 2a of the socket portion 2, and the bottom surface 4a of the groove 4 is formed as an inclined surface that slopes downward inwardly. As shown in FIG. 2, a female thread cylinder 6 into which a bolt 5 is screwed is embedded in the center of the bottom surface 4a of the groove portion 4.
7,7は前記スピゴツト部3近傍の左右両外側
壁面1A,1Aに夫々形成した長方形状の凹部
で、前記溝部4,4と対応する位置に夫々形成さ
れており、その底面7aは先端に向け上昇する傾
斜面に形成されているとゝもに、その内周面は後
述するL形金具8の他辺(自由端)8Bに対して
所定のクリアランスを有し、且つ水路ブロツク
1,1が連結方向および上下方向に移動したとき
に前記L形金具8の他辺(自由端)8Bと係止可
能な深さに形成されている。 Reference numerals 7 and 7 designate rectangular recesses formed in the left and right outer wall surfaces 1A and 1A near the spigot portion 3, respectively, at positions corresponding to the grooves 4 and 4, with the bottom surfaces 7a facing toward the tip. Although it is formed into an ascending slope, its inner circumferential surface has a predetermined clearance with respect to the other side (free end) 8B of the L-shaped fitting 8, which will be described later, and the water channel blocks 1, 1 have a predetermined clearance. It is formed at a depth that allows it to lock with the other side (free end) 8B of the L-shaped metal fitting 8 when moved in the connection direction and the vertical direction.
8は前記水路ブロツク1,1を連結するための
L形金具で、その一辺(固定端)8Aには前記ボ
ルト5が挿入される水平方向を長軸とする長穴形
状の挿入孔9が形成されており、この一辺8Aを
ソケツト部2の小口面2aに形成した溝部4内の
底面4aに固定してL形金具8を取り付けるもの
である。なお、図中10は前記ソケツト部2とス
ピゴツト部3との間に介装したパツキン、11は
ソケツト部2とスピゴツト部3との突き合わせ面
1a,1aの間に介装したパツキンである。 Reference numeral 8 denotes an L-shaped metal fitting for connecting the water channel blocks 1, 1, and one side (fixed end) 8A thereof is formed with an elongated insertion hole 9 whose long axis is in the horizontal direction into which the bolt 5 is inserted. The L-shaped fitting 8 is attached by fixing this one side 8A to the bottom surface 4a of the groove 4 formed in the face 2a of the socket portion 2. In the figure, 10 is a gasket interposed between the socket portion 2 and the spigot portion 3, and 11 is a gasket interposed between the abutting surfaces 1a, 1a of the socket portion 2 and the spigot portion 3.
そこで、据付け現場において、一方の水路ブロ
ツク1のスピゴツト部3の外周にパツキン10を
巻きつけ、該スピゴツト部3を接続する他方の水
路ブロツク1のソケツト部2内に嵌合する。
Therefore, at the installation site, a packing 10 is wrapped around the outer periphery of the spigot portion 3 of one waterway block 1, and fitted into the socket portion 2 of the other waterway block 1 to which the spigot portion 3 is connected.
次に、L形金具8の自由端8Bを前記スピコツ
ト部3の凹部7内に嵌め込み、他方の固定端8A
をソケツト部2の溝部4に嵌める。そして固定端
8Aの挿入孔9にボルト5を挿入し、該ボルト5
を溝部4のメネジ筒6を螺合して締め付ける。 Next, the free end 8B of the L-shaped fitting 8 is fitted into the recess 7 of the spicot part 3, and the other fixed end 8A
into the groove 4 of the socket part 2. Then, insert the bolt 5 into the insertion hole 9 of the fixed end 8A, and
and the female threaded cylinder 6 of the groove part 4 are screwed together and tightened.
この際、ソケツト部2の溝部4内の底面4aは
内方に向け下降傾斜する傾斜面に形成され、また
スピゴツト部3の凹部7内の底面7aは先端に向
け上昇傾斜する傾斜面に形成されているため、第
4図(A)に示すように、まず溝部4の底面4aの外
側がL型金具8の固定端8Aに当接する。 At this time, the bottom surface 4a in the groove 4 of the socket part 2 is formed as an inclined surface that slopes downward inward, and the bottom surface 7a in the recessed part 7 of the spigot part 3 is formed as an inclined surface that slopes upward toward the tip. Therefore, as shown in FIG. 4(A), first, the outside of the bottom surface 4a of the groove portion 4 comes into contact with the fixed end 8A of the L-shaped fitting 8.
そして、ボルト5を締め付けるにしたがい、L
型金具8の固定端8Aは、溝部4内の底面4aと
の外側における当接部分を支点として連結方向に
移動する。その結果、L型金具8の固定端8Aと
自由端8Bとの基部8Cは、凹部7の側端面7c
と当接し、スピゴツト部3は設置された水路ブロ
ツクのソケツト部2方向に引き寄せられる。 Then, as bolt 5 is tightened, L
The fixed end 8A of the mold fitting 8 moves in the connection direction using a contact portion on the outside with the bottom surface 4a in the groove portion 4 as a fulcrum. As a result, the base 8C of the fixed end 8A and free end 8B of the L-shaped fitting 8 is
The spigot part 3 is drawn toward the socket part 2 of the installed waterway block.
さらに、L型金具8の固定端8Aが、溝部4内
の底面4aと密着するまでボルト5を締め付ける
と、第4図(B)に示すように、L型金具8の他方の
自由端8Bはスピゴツト部3を内方に押圧しして
ソケツト部2内の所定位置に位置決めしながらソ
ケツト部2方向に移動せしめ、自由端8Bが凹部
7内の底面7aに密着嵌合した状態となる。 Furthermore, when the bolt 5 is tightened until the fixed end 8A of the L-shaped fitting 8 comes into close contact with the bottom surface 4a in the groove 4, the other free end 8B of the L-shaped fitting 8 is tightened as shown in FIG. 4(B). The spigot part 3 is pressed inward and moved in the direction of the socket part 2 while being positioned at a predetermined position in the socket part 2, so that the free end 8B is tightly fitted into the bottom surface 7a of the recess part 7.
その結果、左右の水路ブロツク1,1は2〜3
mm程度互いに引き寄せられ、その突き合わせ面1
a,1aの間〓が減少するとゝもに、スピゴツト
部3の両側壁1A,1Aは、ソケツト部2に固定
したL形金具8の自由端8Bで左右からゆるやか
に挟む状態で保持される。そして同時に、第4図
(C)に示すように、自由端8Bの上端縁が凹部7の
上端縁7bと係合することにより、ソケツト部2
がスピゴツト部3を下方より支持した状態で両水
路ブロツク1,1は接続される。 As a result, the left and right waterway blocks 1 and 1 are 2 to 3
They are attracted to each other by about mm, and their abutting surfaces 1
As the distance between a and 1a decreases, both side walls 1A and 1A of the spigot part 3 are held in a state where they are gently sandwiched from the left and right by the free end 8B of the L-shaped fitting 8 fixed to the socket part 2. At the same time, Figure 4
As shown in (C), the upper end edge of the free end 8B engages with the upper end edge 7b of the recess 7, so that the socket portion 2
Both water channel blocks 1, 1 are connected with the spigot portion 3 supported from below.
したがつて、継手部はパツキン10により完全
に止水されるとゝもに、緩衝材ともなる。特に底
盤部に位置したパツキン10は、スピゴツト部3
がソケツト部2により所定の高さで下方より支持
されているため潰れるこがなく、長期に渡つて復
元力が失われない。 Therefore, the joint part is completely water-tightened by the packing 10 and also serves as a cushioning material. In particular, the gasket 10 located on the bottom plate is attached to the spigot portion 3.
Since it is supported from below by the socket part 2 at a predetermined height, it will not collapse and will not lose its restoring force over a long period of time.
而して、両水路ブロツク1,1が不同沈下した
場合、あるいは地震等が発生した場合には、両水
路ブロツク1,1は互いに反連結方向あるいは上
下・左右方向に移動するが、金具8の自由端8B
は凹部7内に嵌合しているため、クリアランス以
上の移動が規制され、両水路ブロツク1,1の不
同沈下あるいは離脱が防止されるとゝもに、両水
路ブロツク1,1に応力が発生しない。 Therefore, when both waterway blocks 1, 1 sink unevenly, or when an earthquake or the like occurs, both waterway blocks 1, 1 move in the anti-coupling direction or in the vertical/horizontal direction, but the metal fittings 8 Free end 8B
is fitted in the recess 7, so movement beyond the clearance is regulated, and uneven settling or separation of both waterway blocks 1, 1 is prevented, and stress is generated in both waterway blocks 1, 1. do not.
また、本考案において、前記パツキン10に代
えて両水路ブロツク1,1の突き合わせ面1a,
1a間にゴム又はスポンジ系のパツキン11を介
装させてもよく、この場合には、ボルト5を締め
る過程で、左右の水路ブロツク1,1が2〜3mm
程度互いに引き寄せられる。 In addition, in the present invention, instead of the packing 10, the abutting surfaces 1a of the two waterway blocks 1, 1,
A rubber or sponge-based gasket 11 may be interposed between 1a, and in this case, in the process of tightening the bolt 5, the left and right water channel blocks 1, 1 are tightened by 2 to 3 mm.
somewhat attracted to each other.
したがつて、両者の突き合わせ面1a,1aの
〓間が減少するため、パツキン11は適度に圧縮
された状態となり、緩衝及び止水の効果が発揮さ
れる。 Therefore, since the gap between the abutting surfaces 1a, 1a is reduced, the packing 11 is in a moderately compressed state, and the cushioning and water-stopping effects are exhibited.
本考案に係るソケツト付水路の継手は、上記の
如く、水路の一端ソケツト部に、接続する水路の
他端スピゴツト部をパツキンを介して嵌合し、前
記ソケツト部の左右に設けた内方に向け下降傾斜
する面を有する切欠凹部にその一辺を固着したL
形金具の他辺を、前記スピゴツト部の左右両外側
面に形成した端部に向け上昇傾斜する面を有する
凹部に係合せしめた構成であるから、連結金具の
締付け作業を行うだけで、連結する両水路の連結
方向の引き寄せ及び巾方向の位置決めが確実に行
えるとゝもに、軟弱地盤に設置した場合でも止水
性能を長期にわたつて保持しながら不同沈下ある
いは地震時等における両水路の離脱を確実に防止
することができる。
As described above, the socket-equipped waterway joint according to the present invention fits the spigot part at the other end of the waterway to be connected to the socket part at one end of the waterway via a packing, and the spigot part at the other end of the waterway to be connected is fitted into the socket part at one end of the waterway. An L whose one side is fixed to a notched recess having a surface that slopes downward toward the
Since the other sides of the shaped metal fittings are engaged with recesses formed on both left and right outer surfaces of the spigot portion and having surfaces that slope upward toward the ends, the connection can be completed simply by tightening the connecting fittings. It is possible to reliably draw the connection direction of both waterways and position them in the width direction, and even when installed on soft ground, it maintains water-stopping performance over a long period of time, while also preventing uneven settlement of both waterways or in the event of an earthquake. Departure can be reliably prevented.
しかも剛体結合でないため、水路に不要な応力
が発生せず、耐久性が向上するとゝもに、汎用の
水路のソケツト部及びスピゴツト部に簡単な造作
を施すだけなので、従来と殆ど同様の方法で容易
に製造することができ、廉価であるといつた諸効
果がある。 In addition, since it is not a rigid connection, unnecessary stress is not generated in the water channel and durability is improved.Also, it can be installed using almost the same method as conventional methods, as only simple features are added to the socket and spigot parts of a general-purpose water channel. It has various advantages such as being easy to manufacture and being inexpensive.
第1図は本考案に係る継手を適用した水路の連
結前の斜視図、第2図は同継手の要部を示す縦断
面図、第3図は同継手の連結後の要部を示す斜視
図、第4図は(A),(B),(C)は本考案の作用説明断面
図、第5図乃至第10図はいずれも従来の異なる
継手構造を適用した水路の連結後の要部を示す斜
視図である。
1……水路ブロツク、1A……外側面、2……
ソケツト部、3……スピゴツト部、4……溝部、
4a……同底面、5……ボルト、6……メネジ
筒、7……凹部、7a……同底面、7b……同上
端縁、7c……側端面、8……L形金具、8A…
…同固定端、8B……自由端、9……同挿入孔、
10,11……パツキン。
Fig. 1 is a perspective view of water channels before connection using the joint according to the present invention, Fig. 2 is a vertical sectional view showing the main parts of the joint, and Fig. 3 is a perspective view showing the main parts of the joint after connection. 4, (A), (B), and (C) are cross-sectional views explaining the operation of the present invention, and FIGS. 5 to 10 show the main points after connecting water channels using different conventional joint structures. FIG. 1... Channel block, 1A... Outer surface, 2...
socket part, 3... spigot part, 4... groove part,
4a... Bottom surface, 5... Bolt, 6... Female thread tube, 7... Concave portion, 7a... Bottom surface, 7b... Same upper edge, 7c... Side end surface, 8... L-shaped metal fitting, 8A...
...Same fixed end, 8B...Free end, 9...Same insertion hole,
10, 11... Patsukin.
Claims (1)
端スピゴツト部をパツキンを介して嵌合し、前記
ソケツト部の左右に設けた内方に向け下降傾斜す
る面を有する溝部にその一辺を固着したL形金具
の他辺を、前記スピゴツト部の左右両外側面に形
成した端部に向け上昇傾斜する面を有する凹部に
係合せしめたことを特徴とするソケツト付水路の
継手。 2 水路の一端ソケツト部に、接続する水路の他
端スピゴツト部を嵌合するとゝもに、その突き合
わせ面の間にパツキンを介装し、前記ソケツト部
の左右に設けた内方に向け下降傾斜する面を有す
る溝部にその一辺を固着したL形金具の他辺を、
前記スピゴツト部の左右両外側面に形成した端部
に向け上昇傾斜する面を有する凹部に係合せしめ
たことを特徴とするソケツト付水路の継手。[Claims for Utility Model Registration] 1. A spigot part at the other end of the waterway to be connected is fitted into a socket part at one end of the waterway via a gasket, and surfaces inclined downwardly toward the inside provided on the left and right sides of the socket part are provided. The other side of the L-shaped metal fitting, which has one side fixed to the groove, is engaged with a recessed part formed on both left and right outer surfaces of the spigot part and having a surface that slopes upward toward the end. Channel fittings. 2 Fit the spigot part at the other end of the waterway to be connected to the socket part at one end of the waterway, interpose a packing between the abutting surfaces, and connect the spigot parts provided on the left and right sides of the socket part downwardly inwardly. One side of the L-shaped bracket is fixed to the groove having a surface that
A joint for a waterway with a socket, characterized in that the joint is engaged with a recess formed on both left and right outer surfaces of the spigot portion and having a surface that slopes upward toward the end.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2627489U JPH0439338Y2 (en) | 1989-03-08 | 1989-03-08 |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2627489U JPH0439338Y2 (en) | 1989-03-08 | 1989-03-08 |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH02120578U JPH02120578U (en) | 1990-09-28 |
| JPH0439338Y2 true JPH0439338Y2 (en) | 1992-09-14 |
Family
ID=31247755
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP2627489U Expired JPH0439338Y2 (en) | 1989-03-08 | 1989-03-08 |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0439338Y2 (en) |
-
1989
- 1989-03-08 JP JP2627489U patent/JPH0439338Y2/ja not_active Expired
Also Published As
| Publication number | Publication date |
|---|---|
| JPH02120578U (en) | 1990-09-28 |
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