JPH0219245B2 - - Google Patents

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Publication number
JPH0219245B2
JPH0219245B2 JP11674086A JP11674086A JPH0219245B2 JP H0219245 B2 JPH0219245 B2 JP H0219245B2 JP 11674086 A JP11674086 A JP 11674086A JP 11674086 A JP11674086 A JP 11674086A JP H0219245 B2 JPH0219245 B2 JP H0219245B2
Authority
JP
Japan
Prior art keywords
water
collection
drain pipe
pipe
spiral
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
Application number
JP11674086A
Other languages
Japanese (ja)
Other versions
JPS62273335A (en
Inventor
Akio Yamamoto
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
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 by Individual filed Critical Individual
Priority to JP11674086A priority Critical patent/JPS62273335A/en
Publication of JPS62273335A publication Critical patent/JPS62273335A/en
Publication of JPH0219245B2 publication Critical patent/JPH0219245B2/ja
Granted legal-status Critical Current

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  • Sewage (AREA)
  • Quick-Acting Or Multi-Walled Pipe Joints (AREA)

Description

【発明の詳細な説明】 (産業上の利用分野) 本発明は、排水管の周面部に巻回部材を巻回す
ることにより、長年月に亘つて地盤水を効率よく
集排水することを可能とするとともに強度も大で
ある暗渠集排水管に関する。
[Detailed Description of the Invention] (Industrial Application Field) The present invention makes it possible to efficiently collect and drain ground water for many years by winding a winding member around the peripheral surface of a drainage pipe. This invention relates to an underdrain collection and drainage pipe that is both strong and strong.

(従来の技術及びその問題点) 従来における地盤の盲排水工法としては、栗石
や砂利により地盤を置き換えて栗石相互等に排水
空間を形成する工法、あるいは透孔を具える合成
樹脂製あるいはコンクリート製等のパイプを地中
に埋設して地盤の盲排水を行なう工法等がある。
(Conventional technology and its problems) Conventional blind drainage construction methods for the ground include a method in which the ground is replaced with chestnut stone or gravel and a drainage space is formed between the chestnut stones, or a method made of synthetic resin or concrete with a through hole. There are construction methods such as burying pipes underground to perform blind drainage from the ground.

しかしながら、前者の工法にあつては栗石間等
の目詰まりが早く、集排水の永続性を確保し難い
問題があつた。一方後者の工法にあつては、パイ
プそれ自体が排水管としても機能する必要がある
関係上、透孔の穿設部位を、第10図に示すごと
く、パイプの下側略1/3程度高さの部分aを除い
た上側の部分bとせざるを得ない。従つて、穿設
しうる透孔の数の制約があり、該透孔cの存在部
分においてしか集水できないため、集水面積が少
ないとともにパイプの底部分においては集水でき
ず、集水を良好に行ない難い問題があつた。又パ
イプ内の水位がパイプの下側略1/3程度という低
いものに制約されることから(第5図、第10図
に示されている水位を対比)排水効率も良好でな
かつた。さらには、透孔cの目詰まりにより該目
詰まり部における集水が全く不可能となる他、パ
イプが土中に埋設された際にそれが圧折されて水
路が閉塞されることもあつて、集排水の永続性の
点においても欠陥があつた。
However, with the former method, there was a problem in that the gaps between the stones and the like were clogged quickly, making it difficult to ensure the permanence of the collection and drainage. On the other hand, in the latter method, since the pipe itself needs to function as a drainage pipe, the hole is drilled at a height of approximately 1/3 of the bottom of the pipe, as shown in Figure 10. It has no choice but to be the upper part b excluding the part a. Therefore, there is a restriction on the number of holes that can be drilled, and water can only be collected in the area where the holes c exist, so the water collection area is small and water cannot be collected at the bottom of the pipe, making it difficult to collect water. There was a problem that was difficult to resolve. Furthermore, since the water level inside the pipe is limited to a low level of about one-third of the bottom of the pipe (compare the water levels shown in Figures 5 and 10), drainage efficiency was not good. Furthermore, if the through hole c is clogged, it becomes completely impossible to collect water in the clogged area, and when the pipe is buried in the soil, it may be crushed and the waterway may be blocked. There were also deficiencies in the permanence of water collection and drainage.

本発明はかかる問題点を解決可能とする新規な
構成の暗渠集排水管の提供を目的とするものであ
る。
The object of the present invention is to provide an underdrain collection/drainage pipe with a novel configuration that can solve these problems.

(問題点を解決するための手段) 本発明に係る暗渠集排水管1は、周面部3に水
流入用の開口部6を設けてなる排水管2と、基板
7の長手両側縁部分に脚部9,10を対向して設
けてなる帯状をなす集水用の巻回部材5とからな
り、該巻回部材5を、排水管2の周面部3に、両
脚部9,10が該周面部3に向けて突出するよう
螺旋状に巻回して、基板7と周面部3との間に螺
線水路13を形成し、かつ巻回側縁部分15,1
6には、該螺線水路13に連通する集水間隙19
を形成したことを特徴とする。
(Means for Solving the Problems) The underdrain collection and drainage pipe 1 according to the present invention includes a drainage pipe 2 having an opening 6 for water inflow on the peripheral surface 3, and legs on both longitudinal sides of the base plate 7. It consists of a winding member 5 for collecting water in the form of a belt, with portions 9 and 10 facing each other. The spiral waterway 13 is formed between the substrate 7 and the peripheral surface part 3 by winding it in a spiral manner so as to protrude toward the surface part 3, and the wound side edge parts 15,1
6 has a water collection gap 19 communicating with the spiral waterway 13.
It is characterized by the formation of

なお水は、完全に水封されていない限り、当接
部材相互の当接部分からも容易に侵入するため、
本発明における「集水間隙19」とは、かかる当
接部分を含む概念である。又排水管の寸法や開口
部の大きさ、形状、設ける部位等は、地盤の状態
や要求される集排水量に応じて適宜のものに設定
される。
Note that unless water is completely sealed, water can easily enter through the contact parts of the contact members.
The "water collection gap 19" in the present invention is a concept that includes such a contact portion. In addition, the dimensions of the drain pipe, the size and shape of the opening, the location where it is provided, etc. are set as appropriate depending on the ground condition and the required amount of collected water.

(作用) 然して、本発明に係る暗渠集排水管1を、それ
が適宜連結された状態で、掘削溝26内に所要の
水勾配でもつて配設して土中に埋設すると、地盤
水は、集水間隙19から螺線水路13内に流入
し、該螺線水路13を流れて開口部6から排水管
2内に流入し、該排水管2を円滑に流れてその末
端で排出される。なお、集水間隙19は、排水管
2の周面部3に沿つて螺線状に連続して形成され
ているため、該集水間隙19の長さは極めて長
く、その全てが充分な集水能力を有する。従つ
て、たとえその一部が目詰まりしたとしても、該
目詰り部分における地盤水は、目詰まりの部分の
近傍に存する集水間隙から螺線水路13内に流入
することとなる。又、排水管2の周面部3を覆う
ごとく螺線水路13が設けられているため、周面
部3に設けられている水流入用の開口部6の一部
が目詰まりしたとしても、螺線水路13内の水
は、該螺線水路13内を自由に流れるとともに、
隣合う集水間隙19,19を通り抜けて周面部3
の長さ方向にも流れうるため、目詰まりした開口
部の下流側に存する開口部6から排水管2内に流
入し、該排水管2を円滑に流れてその末端で排出
される。
(Function) When the underdrain collection and drainage pipe 1 according to the present invention is arranged in the excavated trench 26 with the required water gradient and buried in the soil, the ground water is Water flows into the spiral waterway 13 from the water collection gap 19, flows through the spiral waterway 13, flows into the drain pipe 2 through the opening 6, flows smoothly through the drain pipe 2, and is discharged at its end. Note that since the water collection gap 19 is formed continuously in a spiral shape along the peripheral surface 3 of the drain pipe 2, the length of the water collection gap 19 is extremely long, and all of the water collection gaps 19 have sufficient water collection capacity. have the ability. Therefore, even if a part of the channel is clogged, the ground water in the clogged section will flow into the spiral waterway 13 from the water collection gap existing in the vicinity of the clogged section. In addition, since the spiral waterway 13 is provided so as to cover the peripheral surface 3 of the drain pipe 2, even if a part of the water inflow opening 6 provided in the peripheral surface 3 becomes clogged, the spiral waterway 13 The water in the water channel 13 flows freely within the spiral water channel 13, and
Passing through the adjacent water collection gaps 19, 19, the peripheral surface portion 3
Since it can also flow in the lengthwise direction, it flows into the drain pipe 2 through the opening 6 located downstream of the clogged opening, flows smoothly through the drain pipe 2, and is discharged at its end.

(実施例) 以下本発明の実施例を図面に基づいて説明す
る。
(Example) Examples of the present invention will be described below based on the drawings.

第1〜4図において本発明の暗渠集排水管1
は、排水管2の周面部3に巻回部材5を螺線状に
巻回したものである。
In Figs. 1 to 4, an underdrain collection and drainage pipe 1 of the present invention
In this example, a winding member 5 is spirally wound around a peripheral surface 3 of a drain pipe 2.

排水管2は、例えば合成樹脂製円形パイプの周
面部の対向部位に、比較的径の大きい円形孔とし
ての開口部6を所要間隔をおいて設けてなり、単
位長さに設定されている。
The drain pipe 2 is formed by, for example, a circular pipe made of synthetic resin, with openings 6 as circular holes having a relatively large diameter provided at required intervals on opposing parts of the peripheral surface thereof, and set to have a unit length.

巻回部材5は、帯状平板体としての基板7の長
手両側縁部分に突片としての脚部9,10を対向
して設けてなる帯状をなし、例えば合成樹脂押出
成形体として形成されている。本実施例において
は、基板7の一方の側縁に、第1の鍔片11を庇
状に延設するとともに、他方の側縁側に設けられ
ている脚部(突片)10の長手方向略中央部位に
は、基板7と平行する第2の鍔片12を突設して
なり、第2の鍔片12は第1の鍔片11に比べて
稍長く形成されている。このような構成を有する
巻回部材5は、第2図に示すごとく、両脚部9,
10が排水管2の周面部3に向けて突出するよう
螺線状に巻回されるのであるが、本実施例におい
ては、第1の鍔片11が第2の鍔片12の外側に
位置する状態で両鍔片11,12が重なり合うよ
う、例えば押出成形された直後の比較的軟らかい
段階において螺線状に巻回される。その結果、基
板7と周面部3との間に螺線水路13が形成され
るとともに、隣り合う巻回側縁部分15,16の
接続部に屈曲した流路17が形成され、該屈曲流
路17には、巻回側縁部分15,16において、
前記螺線水路13に連通するごとく集水間隙(図
面には、脚部9,10と周面部3との間の間隙と
してあらわされている)19が設けられている。
なお、第1の鍔片11は、第2の鍔片12の抜け
止めとしても機能し、巻回部分の全体を安定した
ものとする。
The winding member 5 has a band-like shape in which leg portions 9 and 10 as projecting pieces are provided facing each other on both longitudinal side edges of a substrate 7 as a band-like flat plate body, and is formed, for example, as a synthetic resin extrusion molded body. . In this embodiment, a first flange piece 11 is provided on one side edge of the substrate 7 in an eave-like manner, and a leg portion (protruding piece) 10 provided on the other side edge side is provided approximately in the longitudinal direction. A second flange piece 12 extending parallel to the substrate 7 is protruded from the center portion, and the second flange piece 12 is formed to be slightly longer than the first flange piece 11. As shown in FIG. 2, the winding member 5 having such a configuration has both legs 9,
10 is spirally wound so as to protrude toward the peripheral surface 3 of the drain pipe 2. In this embodiment, the first collar piece 11 is located outside the second collar piece 12. For example, immediately after extrusion molding, the collar pieces 11 and 12 are spirally wound in a relatively soft stage so as to overlap each other. As a result, a spiral waterway 13 is formed between the substrate 7 and the peripheral surface portion 3, and a curved flow path 17 is formed at the connection portion between the adjacent winding side edge portions 15 and 16. 17, in the winding side edge portions 15 and 16,
A water collection gap 19 (shown in the drawings as a gap between the legs 9, 10 and the peripheral surface 3) is provided so as to communicate with the spiral waterway 13.
The first flange piece 11 also functions to prevent the second flange piece 12 from coming off, making the entire wound portion stable.

なお、巻回部材5の巻き戻りが生じて不都合で
あるばあいには、暗渠集排水管1の両端部分に、
例えば第1〜2図に示すごとく、巻戻り防止用の
キヤツプ20を取付ける。該キヤツプ20は、巻
回部の端部分21を覆う外筒部22と排水管2の
内周面部23と当接する内筒部25とを、その基
端部において連続一体化してなり、外筒部22と
内筒部25との間で巻回部の端部分21を挾着し
て巻回部材5の巻き戻りを防止する。
In addition, if the winding member 5 unwinds and is inconvenient, it should be noted that at both ends of the underdrain collection and drainage pipe 1,
For example, as shown in FIGS. 1 and 2, a cap 20 for preventing unwinding is attached. The cap 20 is formed by continuously integrating an outer cylinder part 22 that covers the end portion 21 of the winding part and an inner cylinder part 25 that comes into contact with the inner circumferential surface part 23 of the drain pipe 2 at their proximal end. The end portion 21 of the winding portion is clamped between the portion 22 and the inner cylinder portion 25 to prevent the winding member 5 from unwinding.

次に、本発明に係る暗渠集排水管1を用いて盲
排水施工を行なう要領の一例を説明するととも
に、本実施例に係る暗渠集排水管1の作用を説明
する。
Next, an example of how to perform blind drainage construction using the underdrain collection and drainage pipe 1 according to the present invention will be explained, and the operation of the underdrain collection and drainage pipe 1 according to this embodiment will be explained.

即ち、第4図に示すごとく、暗渠集排水管1
を、それが順次連結された状態で、掘削溝26内
に所要の水勾配で配設する。なお暗渠集排水管
1,1相互は、第1図に示す連結管体27を用い
て、例えば第3〜4図に示すごとく連結される。
その際、暗渠集排水管1の外側が砂利、玉石、
砂、もみがら等のフイルタ資材からなるフイルタ
29によつて囲まれた状態となし、その後、該暗
渠集排水管1及びフイルタ29を土中に埋設して
なる。
That is, as shown in Fig. 4, the underdrain collection and drainage pipe 1
are arranged in the excavated trench 26 at a required water gradient in a state in which they are sequentially connected. Note that the underdrain collection and drainage pipes 1 and 1 are connected to each other using a connecting pipe body 27 shown in FIG. 1, for example, as shown in FIGS. 3 and 4.
At that time, the outside of the culvert collection and drainage pipe 1 should be covered with gravel, cobblestones, etc.
It is surrounded by a filter 29 made of filter material such as sand or rice husk, and then the underdrain collection and drainage pipe 1 and the filter 29 are buried in the soil.

然して、地盤水は、前記屈曲流路17を通つて
集水間隙19から螺線水路13内に流入する。そ
の際、前記屈曲流路17はフイルタとしても機能
し、砂や土粒子等の微小粒子が集水間隙19に至
ることを極力阻止する。そして螺線水路13に流
入した水は、該螺線水路13を流れて開口部6か
ら排水管2内に流入し(第5図参照)、該排水管
2を円滑に流れてその末端で排出される。
Therefore, ground water flows into the spiral waterway 13 from the water collection gap 19 through the bent flow path 17 . At this time, the bent channel 17 also functions as a filter, and prevents minute particles such as sand and soil particles from reaching the water collection gap 19 as much as possible. The water that has entered the spiral waterway 13 flows through the spiral waterway 13, flows into the drain pipe 2 from the opening 6 (see Figure 5), flows smoothly through the drain pipe 2, and is discharged at its end. be done.

その他の実施例 第6〜7図は排水管の他の例を示すものであ
り、ともに円筒状をなす。第6図に示す排水管2
は、横断面Y字状をなす長尺な仕切部材30の各
枝片31,31,31の先端部に円弧板部32,
32,32を一体に設け、長さ方向に延びる開口
部33,33,33の夫々に連通する樋部35,
35,35を形成してなる。又第7図に示す排水
管2は、半円弧板状をなしかつ両端縁部に嵌込溝
部36,36を有する樋部材37と、その開口部
を覆う半円弧板状をなす覆片39,39とからな
り、隣り合う覆片39,39間に所要幅の開口部
6が形成されるごとく、覆片39の両端縁部4
0,40を樋部材37の嵌込溝部36,36に嵌
合、固着してなる。
Other Embodiments Figures 6 and 7 show other examples of drain pipes, both of which have a cylindrical shape. Drain pipe 2 shown in Figure 6
An arcuate plate portion 32 is provided at the tip of each branch piece 31, 31, 31 of a long partition member 30 having a Y-shaped cross section.
32, 32 are integrally provided, and a gutter portion 35, which communicates with each of the openings 33, 33, 33 extending in the length direction;
35, 35 are formed. The drain pipe 2 shown in FIG. 7 includes a gutter member 37 having a semicircular arc plate shape and having fitting grooves 36, 36 at both end edges, and a cover piece 39 having a semicircular arc plate shape covering the opening of the gutter member 37. 39, and both end edges 4 of the cover piece 39 are formed so that an opening 6 of a required width is formed between the adjacent cover pieces 39, 39.
0 and 40 are fitted into and fixed to the fitting grooves 36 and 36 of the gutter member 37.

第8〜9図は巻回部材5の他の例をその巻回状
態とともに示すものであり、該巻回部材5は、基
板7の長手両側縁部分に対設される脚部9,10
の構成が前記実施例におけるばあいと相違する。
第8図に示す巻回部材5の一の脚部9は突片とし
て形成されるとともに他の脚部10は溝形状に形
成されており、該巻回部材5は、排水管2の周面
部3と当接する溝形状をなす脚部10の溝部内に
突片としての脚部9が納まるよう、該周面部3に
巻回される。又第9図に示す巻回部材5の一の脚
部9は鉤片41として形成されるとともに他の脚
部10は外側に鉤片42を有する溝形状に形成さ
れており、該巻回部材5は、両脚部9,10の鉤
片41,42相互が係合した状態で排水管2の周
面部3に巻回される。このような係合状態とする
ばあいには、巻回部分の全体が極めて安定したも
のとなる。なお第8〜9図において、隣り合う巻
回側縁部分の接続部に屈曲した流路17が形成さ
れ、該屈曲流路17には、螺線水路13に連通す
るごとく集水間隙19が連設されている。
8 and 9 show other examples of the winding member 5 together with its winding state, and the winding member 5 has legs 9 and 10 oppositely provided on both longitudinal side edges of the substrate 7.
The configuration is different from that in the previous embodiment.
One leg 9 of the winding member 5 shown in FIG. 8 is formed as a projecting piece, and the other leg 10 is formed in a groove shape. The leg part 9 is wound around the circumferential surface part 3 so that the leg part 9 as a projecting piece is accommodated in the groove of the leg part 10 which has a groove shape and comes into contact with the leg part 3 . Further, one leg 9 of the winding member 5 shown in FIG. 9 is formed as a hook piece 41, and the other leg part 10 is formed in the shape of a groove having a hook piece 42 on the outside. 5 is wound around the peripheral surface 3 of the drain pipe 2 with the hook pieces 41 and 42 of both legs 9 and 10 engaged with each other. In such an engaged state, the entire wound portion becomes extremely stable. In addition, in FIGS. 8 and 9, a curved channel 17 is formed at the connecting portion of the side edges of adjacent windings, and a water collection gap 19 is connected to the curved channel 17 so as to communicate with the spiral channel 13. It is set up.

以上述べた実施例においては、隣り合う巻回側
縁部分15,16に屈曲した流路17が形成され
るごとくなされており、かかる屈曲流路17は、
フイルタ機能を発揮して螺線水路13内への土粒
子の侵入を極力阻止する上で好ましいが、該屈曲
流路を形成することは本発明において必須のもの
ではない。
In the embodiment described above, a bent flow path 17 is formed in the adjacent winding side edge portions 15 and 16, and the bent flow path 17 is
Although it is preferable to exert a filter function and prevent soil particles from entering the spiral waterway 13 as much as possible, it is not essential for the present invention to form the bent flow path.

本発明において、開口部6を有する排水管2と
しては、第10図に示すように開口部(透孔)が
設けられたものを排除するものではない。
In the present invention, the drain pipe 2 having the opening 6 does not exclude a drain pipe 2 provided with an opening (through hole) as shown in FIG. 10.

(発明の効果) (イ) 本発明の暗渠集排水管は、以下の〜にお
いて述べるようなことから、地盤水を効率よく
短時間のうち集排水することを可能とするのみ
ならず、有効な集排水を長年月に亘り持続す
る。
(Effects of the Invention) (a) The underdrain collection and drainage pipe of the present invention not only makes it possible to efficiently collect and drain ground water in a short period of time, but also effectively. Collecting and draining water will continue for many years.

本発明の暗渠集排水管においては、集水間
隙が排水管の周面部に沿つて連続して形成さ
れていることからその長さが極めて長く、し
かもその全てが充分な集水能力を有するた
め、前記した従来の有孔パイプとは異なり、
その底部分を含む全周囲部分において集水で
きる。
In the underdrain collection and drainage pipe of the present invention, since the water collection gap is continuously formed along the circumferential surface of the drainage pipe, the length thereof is extremely long, and all of them have sufficient water collection capacity. , unlike the conventional perforated pipes mentioned above,
Water can be collected around the entire perimeter including the bottom.

又、集水間隙が、排水管の周面部に沿つて
螺線状に長く連続することから、たとえばそ
の一部が目詰まりしたとしても、該目詰まり
部分における地盤水は、目詰まり部分の近傍
に存する集水間隙から螺線水路内に流入する
こととなるため、集水間隙の全体が目詰まり
するためには長年月を要する。その上、排水
管の周面部を覆うごとく螺線水路が設けられ
ているため、周面部に設けられている水流入
用の開口部の一部が目詰まりしたとしても、
螺線水路内の水は、該螺線水路内を自由に流
れるとともに、隣り合う集水間隙を通り抜け
て周面部の長さ方向にも流れうるために、該
螺線水路内の水は、目詰まり開口部の下流側
に存する開口部から排水パイプ内に流入す
る。このように、ある開口部のある部分につ
いてみたばあい、それは、その周面部分の地
盤水を排水管内に流入させるのみならず、そ
こから離れた部分において集水された地盤水
をも排水管内に流入させるものである。
In addition, since the water collection gap continues in a spiral shape along the circumference of the drain pipe, even if a part of it becomes clogged, the ground water in the clogged area will flow into the vicinity of the clogged area. Because the water flows into the spiral channel through the water collection gap, it takes many years for the entire water collection gap to become clogged. Furthermore, since the spiral waterway is provided to cover the peripheral surface of the drain pipe, even if some of the water inflow openings provided on the peripheral surface become clogged,
The water in the spiral channel flows freely within the spiral channel and can also flow in the length direction of the peripheral surface through adjacent water collection gaps, so that the water in the spiral channel can flow freely within the spiral channel. It flows into the drain pipe through an opening located downstream of the blockage opening. In this way, when looking at a certain part of an opening, it not only allows the ground water on the surrounding surface to flow into the drain pipe, but also allows the ground water collected in the part far away from the opening to flow into the drain pipe. It is intended to cause an inflow into the country.

さらに、排水管の開口部には、集水間隙に
おいて濾過された粒状物の少ない清浄な水が
流入するため、該開口部を大きく設定するこ
とが可能であり、これにより、少ない個数の
開口部によつても、螺線水路内に流入した水
を直ちに排水管内に流入させることができ
る。そしてこの故に、かつ、螺線水路の存在
によつて排水管の周囲部分に水の層が形成さ
れることの故に、開口部を排水管の極力側部
位に設けうることとなり、前記した従来の有
孔排水管におけるばあいとは異なり、排水管
内の水位を高く設定できる。換言すれば、排
水管内の流量を大きくすることができる。
Furthermore, since clean water with less particulate matter that has been filtered in the water collection gap flows into the opening of the drain pipe, it is possible to set the opening to be large, thereby reducing the number of openings. Also, the water that has flowed into the spiral waterway can immediately flow into the drain pipe. Because of this, and because a layer of water is formed around the drain pipe due to the existence of the spiral waterway, it is possible to provide the opening as close to the side of the drain pipe as possible, making it possible to provide the opening as close to the side of the drain pipe as possible. Unlike the case with perforated drain pipes, the water level in the drain pipe can be set high. In other words, the flow rate in the drain pipe can be increased.

(ロ) 本発明の暗渠集排水管は、排水管の周面部に
巻回部材を巻回してなるため、排水管は巻回部
材によつて効果的に補強される。
(b) Since the underdrain collection and drainage pipe of the present invention has a winding member wound around the peripheral surface of the drain pipe, the drainage pipe is effectively reinforced by the winding member.

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

第1図は本発明に係る暗渠集排水管の一実施例
を連結管体とともに示す斜視図、第2図は本発明
に係る暗渠集排水管の一実施例をその端部分にお
いて示す断面図、第3図は暗渠集排水管相互を連
結した状態を示す正面図、第4図は暗渠集排水管
の使用状態を示す斜視図、第5図は暗渠集排水管
の使用状態を示す断面図、第6〜7図は排水管の
他の例を示す斜視図、第8〜9図は巻回部材の他
の例を示す断面図、第10図は従来の暗渠集排水
管の一例をその使用状態において示す断面図であ
る。 1……暗渠集排水管、2……排水管、3……周
面部、5……巻回部材、6……開口部、7……基
板、9,10……脚部、13……螺線水路、1
5,16……巻回側縁部分、19……集水間隙。
FIG. 1 is a perspective view showing an embodiment of the underdrain collection and drainage pipe according to the present invention together with a connecting pipe body, FIG. 2 is a sectional view showing an embodiment of the underdrain collection and drainage pipe according to the invention at its end portion, Fig. 3 is a front view showing the state in which the culvert collection and drainage pipes are connected to each other, Fig. 4 is a perspective view showing the state in which the culvert collection and drainage pipe is used, and Fig. 5 is a sectional view showing the state in which the culvert collection and drainage pipe is used. Figures 6 and 7 are perspective views showing other examples of drainage pipes, Figures 8 and 9 are sectional views showing other examples of winding members, and Figure 10 is an example of a conventional culvert collection and drainage pipe. It is a sectional view shown in a state. DESCRIPTION OF SYMBOLS 1... Underdrain collection drain pipe, 2... Drain pipe, 3... Surrounding part, 5... Winding member, 6... Opening, 7... Substrate, 9, 10... Leg, 13... Screw line waterway, 1
5, 16... Winding side edge portion, 19... Water collection gap.

Claims (1)

【特許請求の範囲】[Claims] 1 周面部3に水流入用の開口部6を設けてなる
排水管2と基板7の長手両側縁部分に脚部9,1
0を対向して設けてなる帯状をなす集水用の巻回
部材5とからなり、該巻回部材5を、排水管2の
周面部3に、両脚部9,10が該周面部3に向け
て突出するよう螺旋状に巻回して、基板7と周面
部3との間に螺線水路13を形成し、かつ巻回側
縁部分15,16には、該螺線水路13に連通す
る集水間隙19を形成したことを特徴とする暗渠
集排水管。
1 A drain pipe 2 having an opening 6 for water inflow on the peripheral surface 3 and legs 9, 1 on both longitudinal edges of the base plate 7.
The winding member 5 is attached to the circumferential surface 3 of the drain pipe 2, and the legs 9 and 10 are attached to the circumferential surface 3. The spiral water channel 13 is formed between the substrate 7 and the peripheral surface portion 3 by winding it in a spiral manner so as to protrude toward the direction of the winding surface, and the spiral water channel 13 is formed at the winding side edge portions 15 and 16 in communication with the spiral water channel 13. An underdrain collection and drainage pipe characterized in that a water collection gap 19 is formed.
JP11674086A 1986-05-20 1986-05-20 Culvert water collecting and discharge pipe Granted JPS62273335A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP11674086A JPS62273335A (en) 1986-05-20 1986-05-20 Culvert water collecting and discharge pipe

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP11674086A JPS62273335A (en) 1986-05-20 1986-05-20 Culvert water collecting and discharge pipe

Publications (2)

Publication Number Publication Date
JPS62273335A JPS62273335A (en) 1987-11-27
JPH0219245B2 true JPH0219245B2 (en) 1990-05-01

Family

ID=14694611

Family Applications (1)

Application Number Title Priority Date Filing Date
JP11674086A Granted JPS62273335A (en) 1986-05-20 1986-05-20 Culvert water collecting and discharge pipe

Country Status (1)

Country Link
JP (1) JPS62273335A (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100625353B1 (en) 2006-04-14 2006-09-15 (주)건축사사무소청남씨앤 Flat part structure for heating room

Also Published As

Publication number Publication date
JPS62273335A (en) 1987-11-27

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