JP2588091B2 - Construction method of culvert drainage pipe - Google Patents
Construction method of culvert drainage pipeInfo
- Publication number
- JP2588091B2 JP2588091B2 JP3877492A JP3877492A JP2588091B2 JP 2588091 B2 JP2588091 B2 JP 2588091B2 JP 3877492 A JP3877492 A JP 3877492A JP 3877492 A JP3877492 A JP 3877492A JP 2588091 B2 JP2588091 B2 JP 2588091B2
- Authority
- JP
- Japan
- Prior art keywords
- pipe
- turntable
- culvert
- tube
- corrugated
- 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 - Fee Related
Links
- 238000010276 construction Methods 0.000 title claims description 15
- 238000000034 method Methods 0.000 claims description 16
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 claims description 9
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 3
- 230000000694 effects Effects 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 239000002689 soil Substances 0.000 description 2
- 238000004804 winding Methods 0.000 description 2
- 244000025254 Cannabis sativa Species 0.000 description 1
- 235000006040 Prunus persica var persica Nutrition 0.000 description 1
- 240000006413 Prunus persica var. persica Species 0.000 description 1
- 238000010521 absorption reaction Methods 0.000 description 1
- 238000009412 basement excavation Methods 0.000 description 1
- 238000005553 drilling Methods 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 229920001903 high density polyethylene Polymers 0.000 description 1
- 239000004700 high-density polyethylene Substances 0.000 description 1
- 239000007788 liquid Substances 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 238000009428 plumbing Methods 0.000 description 1
- 239000004800 polyvinyl chloride Substances 0.000 description 1
- 229920000915 polyvinyl chloride Polymers 0.000 description 1
- 230000000630 rising effect Effects 0.000 description 1
- 238000005096 rolling process Methods 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 229920003002 synthetic resin Polymers 0.000 description 1
- 239000000057 synthetic resin Substances 0.000 description 1
- 229920005992 thermoplastic resin Polymers 0.000 description 1
- 238000011144 upstream manufacturing Methods 0.000 description 1
Description
【0001】[0001]
【産業上の利用分野】本発明は弾丸を牽引機によって牽
引し、暗渠を設ける施工法に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a construction method in which a bullet is towed by a towing machine to provide a culvert.
【0002】[0002]
【従来の技術】 従来、弾丸暗渠の施工には、いろいろ
な方法がある。例えば、弾丸だけを地中に走行させて暗
渠を設ける方法や、弾丸走行後に平滑な管を埋設する方
法、あるいは帯状シートを筒体に形成し暗渠を形成する
方法や、管を牽引機に載せて弾丸のすぐ後方に管を連続
的に敷設する方法等があった。また特開平2−1424
18号には、液体又は気体を滲出する特殊なパイプを使
用して、このパイプを垂直回転するパイプ支持具(繰出
装置)に巻回すると共に、パイプ先端を掘削配管車の掘
削器に接続し、掘削配管車を走行させることによって、
掘削器で緑芝地帯を切り裂きながらパイプを地中に引き
込む方法が記載されている。 2. Description of the Related Art Conventionally, there are various methods for constructing a bullet culvert. For example, a method in which only bullets travel in the ground to provide an underdrain, a method in which smooth pipes are buried after bullet travel, a method in which a belt-like sheet is formed in a tubular body to form an underdrain, and a method in which a pipe is mounted on a tow machine There was a method of continuously laying a pipe immediately behind a bullet. Also, Japanese Patent Application Laid-Open No. 2-1424
No. 18 uses special pipes that exude liquid or gas.
Using a pipe support that vertically rotates the pipe
Equipment) and excavation of the pipe tip
By connecting to the grinder and running the drilling plumbing truck,
Pull a pipe into the ground while cutting through the green grass area with an excavator
It describes how to insert it.
【0003】[0003]
【発明が解決しようとする課題】弾丸暗渠による施工法
は、基本的には弾丸を走行させて暗渠を形成するもので
あるから、トレンチャー等が溝を形成して波形管を埋設
するものに比して施工スピードがきわめて速いという大
きな特徴がある。しかしながら、例えば管を埋設しない
所謂もぐら暗渠は、暗渠が埋没しやすいという欠点があ
る。The construction method using a bullet culvert is basically a method of forming a culvert by running a bullet. Therefore, compared with a method of forming a groove by a trencher or the like and embedding a corrugated pipe, the method is not used. And the construction speed is extremely fast. However, for example, a so-called mole culvert in which a pipe is not buried has a drawback that the culvert is easily buried.
【0004】また、平滑な管を用いる方法は、管径が5
0mm以上になると巻廻しにくく、長尺物が使用できな
いので、比較的細い管を埋設するようになるため、充分
な排水が行えないという問題があった。また、管の肉厚
を薄くすれば軽量となり、管全体の柔軟性が生じ、巻廻
は可能になるが、耐土圧強度が小さくなるため管が滅れ
るという問題があった。[0004] The method using a smooth pipe has a diameter of 5 pipes.
When the thickness is 0 mm or more, it is difficult to wind and a long object cannot be used, so that a relatively thin tube is buried, so that there is a problem that sufficient drainage cannot be performed. Further, when the wall thickness of the pipe is reduced, the pipe becomes lighter, the flexibility of the entire pipe is generated, and winding becomes possible. However, there is a problem that the pipe is destroyed because the earth pressure resistance is reduced.
【0005】また、帯状シートを筒体に形成し暗渠を形
成するものは、上記と同様、耐土圧強度が小さいため、
筒体が滅れやすいという問題があった。[0005] Further, in the case where the belt-shaped sheet is formed into a cylindrical body to form a culvert, the earth pressure resistance is low as in the above case.
There was a problem that the cylinder was easily destroyed.
【0006】 また、管を牽引機に載せて管を敷設する
方法は、管が略直角に折れ曲がる所ができるため、しば
しば管が切断するという問題があり、更に、特開平2−
142418号の方法では、パイプ支持具が垂直回転す
るため、繰出されるパイプが重力で弛みや変形を生じ、
スムーズにパイプを繰り出して埋設することが難しいと
いう問題があった。Further, a method of laying a pipe put the tube in traction machine, since it is where the tube is bent substantially at a right angle, there is a problem with that often the tube is cut further, JP-2-
In the method of 142418, the pipe support rotates vertically.
As a result, the pipe that is drawn out will loosen and deform due to gravity,
If it is difficult to smoothly pull out and bury the pipe
Was Tsu problem there say.
【0007】これらの従来の暗渠は、弾丸の後方に管を
引き込むとき、できるだけ土との抵抗を少なくするた
め、その外形は平滑なものが通常使用されている。これ
は施工上のトラブルを避けることや施工のスピードが重
視されるからであり、管の大きさや管の土圧に対する強
度は、従来ほとんど犠牲にされていたと言える。[0007] These conventional culverts are usually used with a smooth outer shape in order to reduce the resistance against the soil as much as possible when drawing the pipe behind the bullet. This is because avoidance of construction troubles and emphasis on construction speed are emphasized, and it can be said that the size of the pipe and the strength of the pipe against earth pressure have been almost sacrificed in the past.
【0008】本発明はこのような問題に鑑みてなされた
もので、管径は暗渠排水管として充分な大きさを有し、
しかも耐土圧強度の大きな波形管を弾丸暗渠によって施
工できる施工法を提供することを目的とする。[0008] The present invention has been made in view of such a problem, and the pipe diameter has a sufficient size as a culvert drain pipe.
Moreover, an object of the present invention is to provide a construction method capable of constructing a corrugated pipe having a large earth pressure resistance by a bullet culvert.
【0009】[0009]
【課題を解決するための手段】 上記目的を達成するた
め、本発明の請求項1に係る暗渠排水管の施工法は、ま
ず波形管導入用の溝を形成し、該溝の後方に巻廻された
波形管を載せたターンテーブルを略水平に置き、該波形
管の一端を、牽引機に牽引された弾丸の後方に着脱自在
に取付け、牽引機を走行させて該波形管を地中に引き込
むことを特徴とするものである。そして、請求項2の施
工法は、ターンテーブルが、複数の脚部を設けた台座
と、この台座の上に回転自在に設けられた回転台と、こ
の回転台の中央部に立設された支持棒とを具備している
ことを特徴とするものである。 Means for Solving the Problems To achieve the above object, a method for constructing a culvert drainage pipe according to claim 1 of the present invention comprises first forming a groove for introducing a corrugated pipe, and winding the groove behind the groove. Place the turntable on which the corrugated pipe is placed substantially horizontally, and attach one end of the corrugated pipe detachably to the back of the bullet pulled by the towing machine, and run the towing machine to place the corrugated pipe underground. It is characterized by being retracted. And the application of claim 2
The construction method is a pedestal where the turntable has multiple legs
And a turntable rotatably provided on the pedestal,
And a support bar erected at the center of the turntable.
It is characterized by the following.
【0010】[0010]
【作用】 本発明によれば、波形管を導入するための溝
が形成してあり、波形管が略水平に設置されたターンテ
ーブル上にあるため、弾丸の後方に管端を取付けて地中
に引き込む場合、該波形管の外面の凹凸はほとんど大き
な抵抗とならずスムーズに引き出され、またターンテー
ブルが回転しながら該波形管が引き出されるため、管が
強く引っ張られる状態にならないので管が引き裂かれた
り、弾丸と管との接続部分が切断されたりすることがな
い。According to the present invention, a groove for introducing a corrugated pipe is formed, and the corrugated pipe is on a turntable installed substantially horizontally. When the corrugated tube is pulled into the corrugated tube, the irregularities on the outer surface of the corrugated tube are pulled out smoothly without almost any resistance, and since the corrugated tube is pulled out while the turntable is rotating, the tube is not pulled strongly so that the tube is torn. It does not break or break the connection between the bullet and the tube.
【0011】 また、波形管を載せたターンテーブルは
導入用の溝の後方に置くだけで該管を送り出せるので、
施工上の手間がかからないという利点があり、特に、請
求項2の施工法に用いるターンテーブルの場合は、台座
の脚部が地面に半ば食い込んだ状態で転動しないように
安定良く略水平に設置できるので、波形管の送り出しが
一層スムーズになる。また波形管を使用することによ
り、管径を50mm以上としても巻廻可能であり、軽量
で耐土圧強度も大きいものである。Further, since the turntable on which the corrugated tube is mounted can be sent out simply by placing it behind the groove for introduction,
Advantage of labor on the construction is not applied there is, in particular,請
In the case of a turntable used in the construction method of claim 2, the pedestal
Do not roll when the legs are partially cut into the ground
It can be installed almost horizontally with good stability, so the corrugated tube can be sent out
Ing more smoothly. Also, by using a corrugated tube, it can be wound even if the tube diameter is 50 mm or more, and is lightweight and has high earth pressure resistance.
【0012】[0012]
【実施例】以下、図面を参照して本発明の実施例を説明
する。Embodiments of the present invention will be described below with reference to the drawings.
【0013】図1は本発明の施工法の一実施例を示す説
明図であって、1は合成樹脂製の波形管である。該波形
管1は環状の山部と谷部を交互に有する管、あるいは山
部と谷部が螺旋状になっている管が用いられる。これら
の管は山部と谷部が薄肉で形成されているため柔軟性が
あり、容易に巻廻ができるものである。暗渠排水用の管
として用いられるものは、管の内径が約50〜100m
m、外径が約60〜120mmのもので、長さは約30
m〜100mのものが好適に使用される。またこれらの
管の谷部には小孔が多数穿設されており、開孔率は3
%、吸水率は85〜90%程度を有するものである。該
管の材質はポリ塩化ビニルや高密度ポリエチレン等の熱
可塑性樹脂から成るものである。このような長尺の管1
は巻物として施工現場に運ばれる。FIG. 1 is an explanatory view showing one embodiment of the construction method of the present invention, wherein 1 is a corrugated tube made of synthetic resin. As the corrugated tube 1, a tube having an annular peak and a valley alternately or a tube in which the peak and the valley are spiral are used. Since these pipes are formed with thin ridges and valleys, they are flexible and can be easily wound. The pipe used for drainage of culverts has an inner diameter of about 50-100m.
m, having an outer diameter of about 60 to 120 mm and a length of about 30
Those having m to 100 m are suitably used. In addition, many small holes are drilled in the valleys of these tubes, and the opening ratio is 3
% And a water absorption of about 85 to 90%. The tube is made of a thermoplastic resin such as polyvinyl chloride or high-density polyethylene. Such a long tube 1
Is transported to the construction site as a scroll.
【0014】 本発明の施工法において、まず泥濘地や
湿地あるいは湿潤な圃場等(以下、圃場等という)3の
下流側に予め排水管の埋設作業ができる程度の溝2を掘
る。そして牽引機10に装着されたシャンク11の先端
に暗渠20を形成するための弾丸12、及び補助弾丸1
3を取付け、該補助弾丸の後方に上記波形管1を強固に
しかも着脱自在に連結具14によって連結し、上記溝2
から圃場等3内の所定の位置まで牽引機10を走行させ
る。このとき、波形管1は略水平に設置されたターンテ
ーブル4に載置され、該管1の端を引っ張ればターンテ
ーブル4は回転し、該管1はほとんど抵抗なしに送り出
されるようになっている。ここで、ターンテーブル4の
位置は溝2の近傍で、牽引機10が走行する後方に置く
のが良い。波形管1は外面が凹凸形状であるため、土砂
等に強く接触すると大きな抵抗となり、牽引機10は管
1を強力な力で引くため、管1は引き裂かれたり、弾丸
13と管1との連結部分が外れたりすることがあるので
注意が必要である。従って、ターンテーブル4の位置
は、管1がスムースに暗渠20内に導入される位置に置
くことが肝要である。In the construction method of the present invention, first, a trench 2 is dug in advance on a downstream side of a muddy land, a wetland, or a wet field (hereinafter, referred to as a field, etc.) 3 to the extent that a drainage pipe can be buried. A bullet 12 for forming a culvert 20 at the tip of a shank 11 mounted on the towing machine 10 and an auxiliary bullet 1
3 and the corrugated tube 1 is firmly and detachably connected to the rear of the auxiliary bullet by a connecting member 14, and the groove 2
The towing machine 10 is caused to travel to a predetermined position in the field 3 or the like. At this time, the corrugated tube 1 is placed on a turntable 4 installed substantially horizontally, and when the end of the tube 1 is pulled, the turntable 4 rotates and the tube 1 is sent out with almost no resistance. I have. Here, the turntable 4 is preferably located near the groove 2 and behind the traction machine 10. Since the outer surface of the corrugated pipe 1 has an uneven shape, a strong resistance is generated when it comes into strong contact with earth and sand, and the towing machine 10 pulls the pipe 1 with a strong force, so that the pipe 1 is torn or the bullet 13 and the pipe 1 Care must be taken because the connecting part may come off. Therefore, it is important that the turntable 4 is located at a position where the pipe 1 is smoothly introduced into the culvert 20.
【0015】 図2はターンテーブルの一例を示す斜視
図である。図2に於いて、ターンテーブル4は下方に台
座15が設けられており、該台座15の下には4本の脚
部16が台座15を安定した状態に置くために設けられ
ている。この脚部16の支えによって、凹凸のある地面
でも傾いたり転がったりすることなく据え付けることが
できる。該台座15の中央には回転軸(不図示)があ
り、その上部に回転台17がある。この回転台17の中
央付近には4本の支持棒14が立設されており、この支
持棒14を巻廻された波形管の中心に挿入するものであ
る。この支持棒14は1本以上であればよいが、3本以
上が好ましい。 FIG. 2 is a perspective view showing an example of the turntable. In FIG. 2, the turntable 4 is provided with a pedestal 15 below, and under the pedestal 15, four legs 16 are provided to place the pedestal 15 in a stable state. With the support of the legs 16, even the uneven ground can be installed without tilting or rolling. A rotary shaft (not shown) is provided at the center of the pedestal 15, and a rotary table 17 is provided above the rotary shaft. Four support rods 14 are erected near the center of the turntable 17, and these support rods 14 are inserted into the center of the wound corrugated tube. The number of the support rods 14 may be one or more, but three or more.
Above is preferred.
【0016】牽引機10はブルドーザ等の土木車両や耕
運機等の農業用の車両が好適に使用される。The towing machine 10 is preferably an earth-moving vehicle such as a bulldozer or an agricultural vehicle such as a cultivator.
【0017】 また、暗渠排水管として使用される波形
管1の周囲にはモミガラ等の透水材を充填してもよい
が、土質の良い所では透水材を入れなくても充分排水が
行われる。本発明による暗渠排水管は深さが1m以内で
あり、略水平又は下流側が低くなるように牽引機10の
進む方向に向かって徐々に浅く、排水管の流れ勾配を考
慮して弾丸の推進を行うことが望ましい。また、波形管
1が暗渠20内に敷設されたとき、上流端には立上り管
(不図示)を取付け、後日維持管理ができるようにする
ことが好ましい。また管1の下流端は継手を用いて無孔
管等の排水管に接続される。Further, the periphery of the corrugated pipe 1 used as the culvert drainage pipe may be filled with a water permeable material such as peach, but in places where the soil is good, sufficient drainage is performed without the water permeable material. The culvert drainage pipe according to the present invention has a depth of 1 m or less, and is gradually shallow in the direction in which the traction machine 10 moves so that the level is substantially horizontal or the downstream side becomes low. It is desirable to do. When the corrugated pipe 1 is laid in the culvert 20, it is preferable to attach a rising pipe (not shown) at the upstream end so that maintenance and management can be performed at a later date. The downstream end of the pipe 1 is connected to a drain pipe such as a non-porous pipe using a joint.
【0018】[0018]
【発明の効果】 以上の説明から明らかなように、本発
明の暗渠排水管の施工法は、表面が凹凸になっている長
尺の波形管を用いて弾丸暗渠工法によって施工するもの
で、予め掘った溝の後方にターンテーブルを略水平に置
き、そこから波形管をスムーズに繰り出しながら、弾丸
によって形成される暗渠に波形管を導き入れるものであ
り、波形管であってもほとんど大きな抵抗なしにスムー
スに連続的に該管が敷設できるので、管が切れたり変形
したりすることなしに、手間がかからずスピーディーに
施工ができるという顕著な効果を奏するものである。ま
た波形管であるため軽量で耐土圧強度が大きく、長期に
亘って排水機能が発揮されるという効果を奏する。As is clear from the above description, the method of constructing the culvert drainage pipe of the present invention is to construct the culvert using a long corrugated pipe having an uneven surface by the bullet culvert method. The turntable is placed substantially horizontally behind the dug groove, and while the corrugated pipe is smoothly fed out therefrom, the corrugated pipe is introduced into the culvert formed by the bullets. However, since the pipe can be laid smoothly and continuously without almost any resistance, the pipe has a remarkable effect that the pipe can be cut and deformed without any trouble and can be carried out quickly. Further, since the pipe is a corrugated pipe, it is lightweight, has high earth pressure resistance, and has an effect that the drainage function is exhibited for a long period of time.
【図1】本発明の施工法の一実施例を示す説明図であ
る。FIG. 1 is an explanatory view showing one embodiment of a construction method of the present invention.
【図2】図1で使用されるターンテーブルの斜視図であ
る。FIG. 2 is a perspective view of a turntable used in FIG.
1 波形管 4 ターンテーブル 10 牽引機 12 弾丸 13 補助弾丸 DESCRIPTION OF SYMBOLS 1 Corrugated tube 4 Turntable 10 Traction machine 12 Bullet 13 Auxiliary bullet
Claims (2)
に巻廻された波形管を載せたターンテーブルを略水平に
置き、該波形管の一端を、牽引機に牽引された弾丸の後
方に着脱自在に取付け、牽引機を走行させて該波形管を
地中に引き込むことを特徴とする暗渠排水管の施工法。A groove for introducing a corrugated tube is formed, and a turntable on which a corrugated tube wound around the groove is mounted is placed substantially horizontally, and one end of the corrugated tube is connected to a traction machine. construction methods of underdrain pipe, characterized in that detachably attached to the rear of the towing bullets, is traveling towers draw the wave type pipe in the ground by the.
台座と、この台座の上に回転自在に設けられた回転台A pedestal and a turntable rotatably provided on the pedestal
と、この回転台の中央部に立設された支持棒とを具備しAnd a support bar erected at the center of the turntable.
ている請求項1に記載の暗渠排水管の施工法。2. The method for constructing a culvert drainage pipe according to claim 1, wherein:
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP3877492A JP2588091B2 (en) | 1992-01-28 | 1992-01-28 | Construction method of culvert drainage pipe |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP3877492A JP2588091B2 (en) | 1992-01-28 | 1992-01-28 | Construction method of culvert drainage pipe |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH05202512A JPH05202512A (en) | 1993-08-10 |
| JP2588091B2 true JP2588091B2 (en) | 1997-03-05 |
Family
ID=12534641
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP3877492A Expired - Fee Related JP2588091B2 (en) | 1992-01-28 | 1992-01-28 | Construction method of culvert drainage pipe |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP2588091B2 (en) |
Families Citing this family (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP6899113B1 (en) * | 2020-01-13 | 2021-07-07 | 三重県 | Drainage pipe burying device and drainage pipe burying method |
| AU2022444816A1 (en) * | 2022-03-04 | 2024-10-17 | Reinhart, Gregory J. | Polygonal drainage channel system and method |
| US12379055B2 (en) | 2022-12-14 | 2025-08-05 | Gregory Reinhart | Check valve connector system |
-
1992
- 1992-01-28 JP JP3877492A patent/JP2588091B2/en not_active Expired - Fee Related
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| Publication number | Publication date |
|---|---|
| JPH05202512A (en) | 1993-08-10 |
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