JP2018066181A - Drain pipe - Google Patents

Drain pipe Download PDF

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JP2018066181A
JP2018066181A JP2016205203A JP2016205203A JP2018066181A JP 2018066181 A JP2018066181 A JP 2018066181A JP 2016205203 A JP2016205203 A JP 2016205203A JP 2016205203 A JP2016205203 A JP 2016205203A JP 2018066181 A JP2018066181 A JP 2018066181A
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pipe
pipe body
tip member
ground
main body
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JP6348158B2 (en
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英将 太田
Hidemasa Ota
英将 太田
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JIBAN RISK KENKYUSHO KK
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Abstract

PROBLEM TO BE SOLVED: To realize a drain pipe that can be smoothly installed in a ground during construction and can also reinforce the ground.SOLUTION: A drain pipe is composed of a pipe main body 1 having both ends formed as open ends 3a and 3b and having a large number of holes 4 in a longitudinal direction, and a tip member 2 which is connected to one open end 3a of the pipe main body 1 and whose distal end is closed. An outer diameter dimension D1 of the pipe main body 1 is formed to be smaller than an outer diameter dimension D2 at a connecting portion of the tip member 2 with the pipe main body 1. In addition, the pipe main body 1 and the tip member 2 are configured to be removable. Further, a concave helical portion is formed in the vicinity of the open ends 3a and 3b of the pipe main body 1 and on an outer periphery of the pipe main body 1.SELECTED DRAWING: Figure 2

Description

本発明は排水パイプに関し、より詳しくは地盤に打設して地下水を集水し、排水すると共に地盤を補強する排水パイプに関する。   The present invention relates to a drainage pipe, and more particularly to a drainage pipe that is placed on the ground to collect and drain groundwater and reinforce the ground.

鉄道、道路、堤防、宅地、擁壁等の盛土や切土の斜面では、大地震や集中豪雨などにより地下水が上昇し、これら盛土や切土に地下水が浸透して地盤強度の低下を招き、地すべりが生じるおそれがある。   On the slopes of embankments and cuts such as railways, roads, dikes, residential land, retaining walls, etc., groundwater rises due to major earthquakes and heavy rains, etc. Landslide may occur.

そこで、従来より、一端を閉塞状にし、長手方向に多数の孔を形成した排水パイプを使用し、この排水パイプを地盤に打ち込んで地下水を集水し、地下水を排水パイプの開放端から外部に排水している。   Therefore, conventionally, a drainage pipe with one end closed and a number of holes in the longitudinal direction is used, and this drainage pipe is driven into the ground to collect groundwater, and the groundwater is discharged from the open end of the drainage pipe to the outside. Draining.

例えば、特許文献1には、この種の排水パイプを使用した耐震構造が提案されている。   For example, Patent Document 1 proposes an earthquake-resistant structure using such a drain pipe.

すなわち、特許文献1の排水パイプは、図6に示すように、管状部材101の長手方向に多数の孔102が形成され、そして一端が開放端とされると共に、他端が扁平状に圧潰された閉塞部103を有している。   That is, in the drainage pipe of Patent Document 1, as shown in FIG. 6, a large number of holes 102 are formed in the longitudinal direction of the tubular member 101, and one end is an open end and the other end is crushed flat. The closed portion 103 is provided.

そして、排水パイプを地盤に対しコンクリートブレーカー等で開放端から打設して地盤中に固着し、これにより地下水が地盤中を上昇してきた場合であっても、地下水を孔102に流入させて集水し、集水された地下水を開放端から外部に排水し、これにより地盤を補強しようとしている。   Then, even if the drain pipe is driven from the open end to the ground with a concrete breaker or the like and fixed in the ground, and even if the ground water rises in the ground, the ground water flows into the holes 102 and is collected. Water is collected and the collected groundwater is drained from the open end to the outside, thereby trying to reinforce the ground.

また、特許文献2には、図7に示すように、補強対象土面に打ち込み又は挿入される所定長さのパイプ本体105を形成し、このパイプ本体105の周面に内部と連通する複数個の水抜き穴106を形成し、かつパイプ本体105の先端を偏平に形成し、先端部に補強歯107を固定した排水パイプが提案されている。   Further, in Patent Document 2, as shown in FIG. 7, a pipe body 105 having a predetermined length to be driven or inserted into the soil surface to be reinforced is formed, and a plurality of pipe bodies 105 communicating with the inside are formed on the peripheral surface of the pipe body 105. A drainage pipe has been proposed in which a drain hole 106 is formed, the tip of the pipe body 105 is formed flat, and reinforcing teeth 107 are fixed to the tip.

この特許文献2では、パイプ本体105の先端に補強歯107を固定することにより、パイプ本体105の打ち込み抵抗を軽減させ、これにより作業性の向上を図ろうとしている。   In this patent document 2, the reinforcement tooth | gear 107 is fixed to the front-end | tip of the pipe main body 105, the driving resistance of the pipe main body 105 is reduced, thereby trying to improve workability.

特許第3789127号公報(段落番号〔0027〕、〔0038〕、図2等)Japanese Patent No. 3789127 (paragraph numbers [0027], [0038], FIG. 2 etc.) 特開2003−14775号公報(請求項1、4、図2等)Japanese Patent Laying-Open No. 2003-14775 (Claims 1, 4, FIG. 2, etc.)

しかしながら、特許文献1では、管状部材101の外周の土と管状部材101との間の摩擦力でもって地盤を締め固め、補強しているものの、管状部材101が土と密着した状態で排水パイプを地盤中に打設されることから、打設時の摩擦抵抗力が大きく、このため長尺の管状部材101を使用するのが困難であった。   However, in Patent Document 1, although the ground is compacted and reinforced by the frictional force between the soil on the outer periphery of the tubular member 101 and the tubular member 101, the drain pipe is attached in a state where the tubular member 101 is in close contact with the soil. Since it is driven in the ground, the frictional resistance at the time of driving is large, so that it is difficult to use the long tubular member 101.

また、特許文献2も、特許文献1と同様、パイプ本体105が土と密着した状態で排水パイプを地盤中に打設することから、打設時の摩擦抵抗力が大きくなり、このため長尺のパイプ本体105を使用するのが困難であった。   Also, as in Patent Document 1, since the drain pipe is driven into the ground with the pipe body 105 in close contact with the soil, the Patent Document 2 also has a large frictional resistance during the driving. It was difficult to use the pipe body 105 of the above.

本発明はこのような事情に鑑みなされたものであって、施工時には長尺であっても円滑に地盤に打設することができ、かつ地盤補強も確保することができる排水パイプを提供することを目的とする。   The present invention has been made in view of such circumstances, and provides a drainage pipe that can be smoothly placed on the ground even when it is long during construction and can also ensure ground reinforcement. With the goal.

上記目的を達成するために本発明に係る排水パイプは、両端が開放端とされ長手方向に多数の孔が形成されたパイプ本体と、前記パイプ本体の一方の開放端に連接される先端が閉塞された先端部材とからなり、前記パイプ本体の外径寸法が、前記先端部材の前記パイプ本体との連接部における外形寸法よりも小さく形成されていることを特徴としている。   In order to achieve the above object, the drain pipe according to the present invention includes a pipe body having both ends open and a plurality of holes formed in the longitudinal direction, and a tip connected to one open end of the pipe body closed. The outer diameter of the pipe body is smaller than the outer dimension of the connecting portion of the tip member with the pipe body.

また、本発明の排水パイプは、前記パイプ本体と前記先端部材とは挿脱自在に構成されているのが好ましい。   In the drain pipe of the present invention, it is preferable that the pipe main body and the tip member are detachable.

また、本発明の排水パイプは、前記先端部材が、先端は円錐状又は扁平状であるのが好ましい。   In the drainage pipe of the present invention, it is preferable that the tip member is conical or flat at the tip.

さらに、本発明の排水パイプは、前記パイプ本体の開放端近傍であって該パイプ本体の外周には凹状螺旋部が形成されているのが好ましい。   Furthermore, it is preferable that the drainage pipe of the present invention has a concave spiral portion in the vicinity of the open end of the pipe body and on the outer periphery of the pipe body.

また、本発明の排水パイプは、複数のパイプ本体が、外周に凸状螺旋部が形成された継手部材を介して互いに連結されているのが好ましい。   In the drainage pipe of the present invention, it is preferable that a plurality of pipe bodies are connected to each other via a joint member having a convex spiral portion formed on the outer periphery.

また、本発明の排水パイプは、複数のパイプ本体が、円筒状の継手部材を介して互いに連結されているのも好ましい。   In the drainage pipe of the present invention, it is also preferable that a plurality of pipe bodies are connected to each other via a cylindrical joint member.

本発明の排水パイプによれば、両端が開放端とされ長手方向に多数の孔が形成されたパイプ本体と、前記パイプ本体の一方の開放端に連接される先端が閉塞された先端部材とからなり、前記パイプ本体の外径寸法が、前記先端部材の前記パイプ本体との連接部における外形寸法よりも小さく形成されているので、地盤への打設時にパイプ本体の外周と土との間の摩擦抵抗力を軽減することができ、従来に比べ長尺の排水パイプを使用して施工することが可能となる。また、打設後にはパイプ本体の外周に存在する土と土の間の空隙が収縮しながら前記外周周辺に広がってパイプ本体の外周に密着し、これによりパイプ本体と土との間の摩擦抵抗力を確保することができ、地盤を補強することができる。   According to the drainage pipe of the present invention, the pipe main body in which both ends are open ends and a large number of holes are formed in the longitudinal direction, and the tip member connected to one open end of the pipe main body is closed. Since the outer diameter dimension of the pipe body is smaller than the outer dimension at the joint portion of the tip member with the pipe body, the outer circumference of the pipe body and the soil between the outer periphery of the pipe body and the soil when placed on the ground The frictional resistance can be reduced, and construction can be performed using a drain pipe that is longer than the conventional one. In addition, after the placement, the gap between the soil existing on the outer periphery of the pipe body shrinks and spreads around the outer periphery and adheres to the outer periphery of the pipe body, whereby the friction resistance between the pipe body and the soil Power can be secured and the ground can be reinforced.

さらに、パイプ本体と先端部材とが挿脱自在とされているので、施工の自由度が広がり、先端部材側の開放端とは反対側の開放端に継手部材を介して前記パイプ本体と同一寸法・形状の別のパイプ本体を接続することにより、長尺の排水パイプを得ることができる。また、寸法や形状の異なる複数の排水パイプを準備する必要もなく、在庫点数の削減を図ることができると共に施工性を向上させることができ、コストダウンを図ることができる。   Furthermore, since the pipe body and the tip member are detachable, the degree of freedom of construction is widened, and the same dimensions as the pipe body via the joint member at the open end opposite to the open end on the tip member side -A long drainage pipe can be obtained by connecting another pipe body with a shape. In addition, it is not necessary to prepare a plurality of drainage pipes having different dimensions and shapes, so that the number of inventory points can be reduced and the workability can be improved, and the cost can be reduced.

尚、先端部材の形状は、円錐状又は扁平状のいずれであっても同様の作用効果を奏することができる。   It should be noted that the same effect can be obtained regardless of whether the tip member is conical or flat.

また、前記パイプ本体の開放端近傍であって該パイプ本体の外周には凹状螺旋部が形成されているので、パイプ本体との接続部材(先端部材又は別のパイプ本体)が円筒状又は外周に凸状螺旋部を有する場合であっても、容易に接続することができる。   Further, since a concave spiral portion is formed in the vicinity of the open end of the pipe body and on the outer periphery of the pipe body, a connecting member (a tip member or another pipe body) with the pipe body is formed in a cylindrical shape or an outer periphery. Even if it has a convex spiral portion, it can be easily connected.

複数のパイプ本体が、外周に凸状螺旋部が形成された継手部材又は円筒状の継手部材を介して互いに連結されているので、施工性が良好で地盤補強も確保できる長尺の排水パイプを容易に得ることができる。   Since a plurality of pipe bodies are connected to each other via a joint member having a convex spiral part formed on the outer periphery or a cylindrical joint member, a long drain pipe that has good workability and can secure ground reinforcement Can be easily obtained.

本発明に係る排水パイプの一実施の形態を示す正面図である。It is a front view showing one embodiment of a drainage pipe concerning the present invention. パイプ本体と先端部材との連接部近傍を示す拡大断面図である。It is an expanded sectional view showing the connection part neighborhood of a pipe body and a tip member. 図2のA−A断面図である。It is AA sectional drawing of FIG. 継手部材の一例を示す正面図である。It is a front view which shows an example of a coupling member. 本発明に係る排水パイプの他の実施の形態を示す正面図である。It is a front view which shows other embodiment of the drainage pipe which concerns on this invention. 特許文献1に記載された排水パイプの要部正面図である。It is a principal part front view of the drainage pipe described in patent documents 1. 特許文献2に記載された排水パイプの要部正面図である。It is a principal part front view of the drainage pipe described in patent documents 2.

次に、本発明の実施の形態を図面に基づき詳説する。   Next, embodiments of the present invention will be described in detail with reference to the drawings.

図1は、本発明に係る排水パイプの一実施の形態を示す正面図である。   FIG. 1 is a front view showing an embodiment of a drain pipe according to the present invention.

この排水パイプは、所定外径(例えば、40〜80mm)を有するパイプ本体1と、該パイプ本体1の一端に連接された先端部材2とから構成されている。   This drain pipe is composed of a pipe body 1 having a predetermined outer diameter (for example, 40 to 80 mm) and a tip member 2 connected to one end of the pipe body 1.

具体的には、パイプ本体1は、両端が開放端3a、3bとされた所定長さ(例えば、1.5〜2m)の管状に形成されると共に、長手方向に多数の孔4が貫設されている。本実施の形態では、孔4は長穴形状に形成され且つ周方向に千鳥状に列設されている。また、このパイプ本体1は、開放端3a、3bの近傍外周には所定間隔毎に螺旋状に刻設された凹状螺旋部5a、5bが形成されている。   Specifically, the pipe body 1 is formed in a tubular shape having a predetermined length (for example, 1.5 to 2 m) with both ends being open ends 3a and 3b, and a large number of holes 4 are provided in the longitudinal direction. Has been. In the present embodiment, the holes 4 are formed in a long hole shape and are arranged in a staggered pattern in the circumferential direction. In addition, the pipe body 1 has concave spiral portions 5a and 5b formed in a spiral shape at predetermined intervals on the outer periphery in the vicinity of the open ends 3a and 3b.

図2は、パイプ本体1と先端部材2との連接部近傍を示す拡大断面図である。   FIG. 2 is an enlarged cross-sectional view showing the vicinity of the connecting portion between the pipe body 1 and the tip member 2.

すなわち、先端部材2は先端が円錐状に形成されたコーン部6と、該コーン部6と一体的に形成されて前記パイプ本体1に内嵌される円筒部7とを有している。   That is, the tip member 2 has a cone portion 6 whose tip is formed in a conical shape, and a cylindrical portion 7 that is integrally formed with the cone portion 6 and is fitted into the pipe body 1.

そして、パイプ本体1の外径寸法D1が、先端部材2のコーン部6の前記パイプ本体1との連接部における外形寸法D2よりも所定径(例えば、4〜5mm)だけ小さく形成されている。   The outer diameter D1 of the pipe body 1 is formed to be smaller by a predetermined diameter (for example, 4 to 5 mm) than the outer dimension D2 at the connecting portion of the cone portion 6 of the tip member 2 with the pipe body 1.

また、円筒部7は、図3に示すように、櫛状に形成されてパイプ本体1に内嵌されている。そして、本実施の形態ではパイプ本体1と先端部材2とが挿脱自在に構成されている。   Further, as shown in FIG. 3, the cylindrical portion 7 is formed in a comb shape and is fitted in the pipe body 1. And in this Embodiment, the pipe main body 1 and the front-end | tip member 2 are comprised so that attachment or detachment is possible.

このように形成された排水パイプは、地盤への打設時にパイプ本体1の外周と土との間の摩擦抵抗力を軽減することができ、従来に比べ長尺の排水パイプを使用して施工することが可能となる。   The drainage pipe formed in this way can reduce the frictional resistance between the outer periphery of the pipe body 1 and the soil when placed on the ground, and is constructed using a longer drainage pipe than before. It becomes possible to do.

すなわち、[発明が解決しようとする課題]の項でも記載したように、特許文献1や特許文献2では、排水パイプは土と密着した状態で打設されるため、即時に地盤を締固めて補強するには効果的であるが、排水パイプの外周と土との間には大きな摩擦抵抗力が作用するため、長尺の排水パイプを使用して施工するのが困難であった。   That is, as described in [Problems to be Solved by the Invention], in Patent Document 1 and Patent Document 2, since the drain pipe is driven in a state of being in close contact with the soil, the ground is immediately compacted. Although effective for reinforcement, since a large frictional resistance acts between the outer periphery of the drain pipe and the soil, it was difficult to construct using a long drain pipe.

しかるに、本発明者の研究結果により、排水パイプは、地盤中への打設時には地盤中の土と外周で点接触している。そして、点接触していた土は、時間の経過と共に土間の空隙が収縮し、変形して外周面全域に広がり、これにより打設後に排水パイプと土との密着性を強化できることが分かった。すなわち、排水パイプの施工後に密着性を強化できることから、施工時には排水パイプの打設性を優先し、密着性を若干弱めて摩擦抵抗力を低減するのが好ましいと考えられる。   However, according to the research result of the present inventors, the drainage pipe is in point contact with the soil in the ground at the outer periphery when it is placed in the ground. And it was found that the soil that had been in point contact with each other contracted the space between the soils over time and deformed to spread over the entire outer peripheral surface, thereby enhancing the adhesion between the drain pipe and the soil after placement. That is, since the adhesion can be strengthened after the construction of the drainage pipe, it is considered preferable to prioritize the castability of the drainage pipe at the time of construction and reduce the frictional resistance by slightly weakening the adhesion.

そこで、本実施の形態では、排水パイプを管状のパイプ本体1と先端部材2とに分割し、パイプ本体1の外径寸法D1を、先端部材2のコーン部6の前記パイプ本体1との連接部における外形寸法D2よりも所定径だけ小さくし、先端部材2の円筒部7をパイプ本体1に内嵌させ、これにより排水パイプの施工時にはパイプ本体1の外周と土と間に空隙を存在させて密着性を弱め、摩擦抵抗力を低減した状態で排水パイプを地盤中に打設できるようにしている。そしてその結果、排水パイプが長尺であっても円滑に打設することができ、かつ、施工後は上述したようにパイプ本体1の外周と土との密着性が強化されることから、土は締め固められ、これにより地盤を補強することができる。   Therefore, in the present embodiment, the drain pipe is divided into the tubular pipe body 1 and the tip member 2, and the outer diameter dimension D1 of the pipe body 1 is connected to the pipe body 1 of the cone portion 6 of the tip member 2. The cylindrical portion 7 of the tip member 2 is fitted into the pipe body 1 by a predetermined diameter smaller than the outer dimension D2 at the portion, and thereby a gap exists between the outer periphery of the pipe body 1 and the soil when constructing the drain pipe. The drainage pipe can be placed in the ground with reduced adhesion and reduced frictional resistance. As a result, even if the drainage pipe is long, it can be placed smoothly, and after construction, the adhesion between the outer periphery of the pipe body 1 and the soil is reinforced as described above. Is compacted, which can reinforce the ground.

尚、排水パイプと地盤との密着性は、上述したように時間の経過と共に強化されるが、パイプ本体1の開放端3aから水を流入させ、孔4から排水させることにより、パイプ本体外周の土が水と馴染んで収縮し、これにより早期に所望の密着性を得ることが可能である。   The adhesion between the drain pipe and the ground is strengthened with the passage of time as described above. However, by allowing water to flow from the open end 3a of the pipe body 1 and draining from the hole 4, the outer circumference of the pipe body can be improved. The soil adjusts to water and shrinks, so that it is possible to obtain desired adhesion at an early stage.

このように本実施の形態によれば、両端が開放端3a、3bとされ長手方向に多数の孔4が形成されたパイプ本体1と、前記パイプ本体1の一端に連接される先端が閉塞された先端部材2とからなり、パイプ本体1の外径寸法D1は、先端部材2のパイプ本体1との連接部における外形寸法D2よりも小さく形成されているので、地盤への打設時にパイプ本体1の外周と土との間の摩擦抵抗力を軽減することができ、従来に比べ長尺の排水パイプを使用して施工することが可能となる。また、打設後はパイプ本体1の外周と土との密着性が強化されることから、土は締め固められ、これにより地盤を補強することができる。   As described above, according to the present embodiment, the pipe body 1 in which both ends are open ends 3a and 3b and a large number of holes 4 are formed in the longitudinal direction, and the tip connected to one end of the pipe body 1 are closed. Since the outer diameter D1 of the pipe body 1 is smaller than the outer dimension D2 at the connecting portion of the tip member 2 to the pipe body 1, the pipe body is placed when placing on the ground. The frictional resistance between the outer periphery of 1 and the soil can be reduced, and construction can be performed using a drainage pipe that is longer than the conventional one. Moreover, since the adhesiveness between the outer periphery of the pipe body 1 and the soil is reinforced after the placement, the soil is compacted, and thereby the ground can be reinforced.

また、パイプ本体1と先端部材2とが挿脱自在とされているので、施工の自由度が広がり、先端部材2側の開放端3aとは反対側の開放端3bに継手部材を介して前記パイプ本体と同一寸法・形状の別のパイプ本体を接続することにより、長尺の排水パイプを得ることができる。また、寸法や形状の異なる複数の排水パイプを準備する必要もなく、在庫点数の削減を図ることができると共に施工性を向上させることができ、コストダウンを図ることができる。   Further, since the pipe body 1 and the tip member 2 are detachable, the degree of freedom of construction is widened, and the open end 3b opposite to the open end 3a on the tip member 2 side is connected to the open end 3b via a joint member. By connecting another pipe body having the same size and shape as the pipe body, a long drainage pipe can be obtained. In addition, it is not necessary to prepare a plurality of drainage pipes having different dimensions and shapes, so that the number of inventory points can be reduced and the workability can be improved, and the cost can be reduced.

図4は継手部材の一例を示す正面図であって、該継手部材8はパイプ本体1の凹状螺旋部5bと螺合可能となるように、その外周には凸状螺旋部9がプレス加工により形成されている。   FIG. 4 is a front view showing an example of a joint member. The joint member 8 can be screwed with the concave spiral portion 5b of the pipe body 1 so that the convex spiral portion 9 is pressed on the outer periphery thereof. Is formed.

この継手部材8の凸状螺旋部9をパイプ本体1の凹状螺旋部5bに螺合させ、別のパイプ本体を継手部材8と螺合させることにより長尺の排水パイプを得ることができる。   A long drainage pipe can be obtained by screwing the convex spiral portion 9 of the joint member 8 into the concave spiral portion 5 b of the pipe body 1 and screwing another pipe body with the joint member 8.

尚、継手部材が円筒状のスリーブであってもよく、複数のパイプ本体をスリーブを介して連結することができる。これにより継手部材の仕様の如何に拘わらずパイプ本体1の共用が可能であり、施工性の向上と共に準備すべき部品点数も削減することができ、コストダウンを図ることができる。   The joint member may be a cylindrical sleeve, and a plurality of pipe bodies can be connected via the sleeve. As a result, the pipe body 1 can be shared regardless of the specifications of the joint member, the number of parts to be prepared can be reduced along with the improvement of workability, and the cost can be reduced.

すなわち、従来は先端部材とパイプ本体とが一体形成されていたため、部品の共用が困難であったが、本実施の形態では、双方の開放端3a、3bの近傍に凹状螺旋部5a、5bを設けることにより、継手部材が図4のような凸状螺旋部9を有する場合であっても、円筒状のスリーブであっても双方に対応することができ、パイプ本体1の共用が可能であり、施工性の向上と共に準備すべき部品点数も削減することができ、コストダウンを図ることができる。   That is, since the tip member and the pipe body have been integrally formed in the past, it has been difficult to share the components. However, in this embodiment, the concave spiral portions 5a and 5b are provided in the vicinity of both open ends 3a and 3b. Even if the joint member has a convex spiral portion 9 as shown in FIG. 4 or a cylindrical sleeve, the pipe body 1 can be shared. In addition, the number of parts to be prepared can be reduced along with the improvement of workability, and the cost can be reduced.

尚、本発明は上記実施の形態に限定されるものでなく、要旨を逸脱しない限り、変形可能である。   In addition, this invention is not limited to the said embodiment, It can deform | transform, unless it deviates from a summary.

上記実施の形態では、先端部材2の先端形状は、円錐状に形成されているが、図5に示すように、扁平状に圧潰していてもよい。   In the said embodiment, although the front-end | tip shape of the front-end | tip member 2 is formed in the cone shape, as shown in FIG. 5, you may crush flatly.

また、本発明の排水パイプの適用範囲も特に限定されることはなく、鉄道、道路、堤防、宅地、擁壁等で造成される盛土や切土の斜面に広く適用することができ、大地震や集中豪雨時の液状化対策としても有用であり、斜面の安定化にも寄与するものである。また、挿入・打設方向も上傾斜方向、下傾斜方向、水平方向、鉛直方向のいずれにも好適に使用することができる。   Further, the scope of application of the drainage pipe of the present invention is not particularly limited, and can be widely applied to embankments and cut slopes created by railways, roads, embankments, residential land, retaining walls, etc. It is also useful as a countermeasure for liquefaction during torrential rains and contributes to the stabilization of slopes. Also, the insertion / placement direction can be suitably used in any of the upward inclination direction, the downward inclination direction, the horizontal direction, and the vertical direction.

土との摩擦抵抗力を軽減して円滑に地盤に打設することができ、斜面の安定化に有用な排水パイプを実現できる。また、準備すべき部品の部品点数を削減できると共に施工性を向上させることができ、コストダウンを図ることができる。   It can reduce the frictional resistance against the soil and can be smoothly placed on the ground, and can realize a drainage pipe useful for stabilizing the slope. In addition, the number of parts to be prepared can be reduced, the workability can be improved, and the cost can be reduced.

1 パイプ本体
3a、3b 開放端
2 先端部材
4 孔
5a、5b 凹状螺旋部
8 継手部材
9 凸状螺旋部
DESCRIPTION OF SYMBOLS 1 Pipe main body 3a, 3b Open end 2 Tip member 4 Hole 5a, 5b Concave spiral part 8 Joint member 9 Convex spiral part

上記目的を達成するために本発明に係る排水パイプは、地盤に打設されて該地盤を補強するための排水パイプであって、両端が開放端とされ長手方向に多数の孔が貫設されたパイプ本体と、前記パイプ本体の一方の開放端に連接される先端が扁平状に閉塞された打設用の先端部材とからなり、前記パイプ本体の外径寸法が、前記先端部材の前記パイプ本体との連接部における外形寸法よりも小さく形成されていることを特徴としている。 In order to achieve the above object, a drainage pipe according to the present invention is a drainage pipe that is placed on the ground to reinforce the ground, and is open at both ends and has numerous holes penetrating in the longitudinal direction. A pipe main body, and a leading end member that is flatly closed at a tip connected to one open end of the pipe main body, and the pipe body has an outer diameter dimension that is equal to the pipe of the tip member. It is characterized by being formed smaller than the outer dimensions at the connecting portion with the main body.

本発明の排水パイプによれば、地盤に打設されて該地盤を補強するための排水パイプであって、両端が開放端とされ長手方向に多数の孔が貫設されたパイプ本体と、前記パイプ本体の一方の開放端に連接される先端が扁平状に閉塞された先端部材とからなり、前記パイプ本体の外径寸法が、前記先端部材の前記パイプ本体との連接部における外形寸法よりも小さく形成されているので、地盤への打設時にパイプ本体の外周と土との間の摩擦抵抗力を軽減することができ、従来に比べ長尺の排水パイプを使用して施工することが可能となる。また、パイプ本体の外周の土は、打設後に前記外周周辺に広がることから、地盤補強も確保することができる。 According to the drainage pipe of the present invention, a drainage pipe that is placed on the ground to reinforce the ground, the pipe body having both ends open and a plurality of holes penetrating in the longitudinal direction, A tip member connected to one open end of the pipe body and a tip member closed in a flat shape, and the outer diameter dimension of the pipe body is larger than the outer dimension of the joint part of the tip member with the pipe body. Because it is formed small, it can reduce the frictional resistance between the outer periphery of the pipe body and the soil when placing on the ground, and it can be constructed using a longer drain pipe than before It becomes. Moreover, since the soil around the outer periphery of the pipe body spreads around the outer periphery after placement, ground reinforcement can also be ensured.

上記目的を達成するために本発明に係る排水パイプは、地盤に打設されて該地盤を補強するための排水パイプであって、両端が開放端とされ長手方向に多数の孔が貫設された同一径からなるパイプ本体と、前記パイプ本体の一方の開放端に連接される先端が扁平状に閉塞された打設用の先端部材とからなり、前記パイプ本体の外径寸法が、前記先端部材の前記パイプ本体との連接部における外形寸法よりも小さく形成されると共に、前記先端部材は前記パイプ本体に内嵌され、かつ、前記パイプ本体と前記先端部材とは、挿脱自在に構成されていることを特徴としている。 In order to achieve the above object, a drainage pipe according to the present invention is a drainage pipe that is placed on the ground to reinforce the ground, and is open at both ends and has numerous holes penetrating in the longitudinal direction. A pipe body having the same diameter, and a tip member for placing the tip connected to one open end of the pipe body closed in a flat shape. Rutotomoni is smaller than the outside dimension of the connecting part of the pipe body member, the tip member is fitted in the pipe body and the pipe body and the tip member is removably configured It is characterized by having.

本発明の排水パイプによれば、地盤に打設されて該地盤を補強するための排水パイプであって、両端が開放端とされ長手方向に多数の孔が貫設された同一径からなるパイプ本体と、前記パイプ本体の一方の開放端に連接される先端が扁平状に閉塞された先端部材とからなり、前記パイプ本体の外径寸法が、前記先端部材の前記パイプ本体との連接部における外形寸法よりも小さく形成されると共に、前記先端部材は前記パイプ本体に内嵌され、かつ、前記パイプ本体と前記先端部材とは、挿脱自在に構成されているので、地盤への打設時にパイプ本体の外周と土との間の摩擦抵抗力を軽減することができ、従来に比べ長尺の排水パイプを使用して施工することが可能となる。また、パイプ本体の外周の土は、打設後に前記外周周辺に広がることから、地盤補強も確保することができる。 According to the drainage pipe of the present invention, a drainage pipe that is placed on the ground and reinforces the ground, and is a pipe having the same diameter with both ends being open ends and a large number of holes penetrating in the longitudinal direction. A main body and a tip member connected to one open end of the pipe main body, and a tip member closed in a flat shape, and the outer diameter of the pipe main body is at the connection portion of the tip member with the pipe main body. Rutotomoni is smaller than the outside dimensions, the tip member is fitted in the pipe body and the pipe body and the tip member, which is configured removably to hitting設時to ground The frictional resistance between the outer periphery of the pipe body and the soil can be reduced, and construction can be performed using a drainage pipe that is longer than the conventional one. Moreover, since the soil around the outer periphery of the pipe body spreads around the outer periphery after placement, ground reinforcement can also be ensured.

Claims (6)

両端が開放端とされ長手方向に多数の孔が形成されたパイプ本体と、前記パイプ本体の一方の開放端に連接される先端が閉塞された先端部材とからなり、
前記パイプ本体の外径寸法が、前記先端部材の前記パイプ本体との連接部における外形寸法よりも小さく形成されていることを特徴とする排水パイプ。
It consists of a pipe body in which both ends are open ends and a large number of holes are formed in the longitudinal direction, and a tip member closed at the tip connected to one open end of the pipe body,
A drainage pipe, wherein an outer diameter dimension of the pipe body is smaller than an outer dimension of a connecting portion of the tip member with the pipe body.
前記パイプ本体と前記先端部材とは挿脱自在に構成されていることを特徴とする請求項1記載の排水パイプ。   The drain pipe according to claim 1, wherein the pipe body and the tip member are configured to be detachable. 前記先端部材は、前記先端が円錐状又は扁平状であることを特徴とする請求項1又は請求項2記載の排水パイプ。   The drain pipe according to claim 1 or 2, wherein the tip member has a conical or flat shape at the tip. 前記パイプ本体の前記開放端近傍であって該パイプ本体の外周には凹状螺旋部が形成されていることを特徴とする請求項1乃至請求項3のいずれかに記載の排水パイプ。   The drainage pipe according to any one of claims 1 to 3, wherein a concave spiral portion is formed in the vicinity of the open end of the pipe body and on an outer periphery of the pipe body. 複数のパイプ本体が、外周に凸状螺旋部が形成された継手部材を介して互いに連結されていることを特徴とする請求項4記載の排水パイプ。   The drain pipe according to claim 4, wherein the plurality of pipe bodies are connected to each other via a joint member having a convex spiral portion formed on the outer periphery. 複数のパイプ本体が、円筒状の継手部材を介して互いに連結されていることを特徴とする請求項1乃至請求項4のいずれかに記載の排水パイプ。   The drain pipe according to any one of claims 1 to 4, wherein the plurality of pipe bodies are connected to each other through a cylindrical joint member.
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JP2019044564A (en) * 2017-09-05 2019-03-22 株式会社ダイカ Pipe driving method
JP7458849B2 (en) 2020-03-25 2024-04-01 Jfe建材株式会社 Slope reinforcement structure and slope structure

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JPH06280244A (en) * 1993-01-29 1994-10-04 Chisso Corp Underground water permeable vent member and construction method thereof
JPH07259070A (en) * 1994-03-22 1995-10-09 Chisso Corp Constructing method for drainage
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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2019044564A (en) * 2017-09-05 2019-03-22 株式会社ダイカ Pipe driving method
JP7458849B2 (en) 2020-03-25 2024-04-01 Jfe建材株式会社 Slope reinforcement structure and slope structure

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