JP7728074B2 - Water guide member for drainage pipe and method for installing drainage pipe - Google Patents
Water guide member for drainage pipe and method for installing drainage pipeInfo
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- JP7728074B2 JP7728074B2 JP2022025805A JP2022025805A JP7728074B2 JP 7728074 B2 JP7728074 B2 JP 7728074B2 JP 2022025805 A JP2022025805 A JP 2022025805A JP 2022025805 A JP2022025805 A JP 2022025805A JP 7728074 B2 JP7728074 B2 JP 7728074B2
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Description
本発明は、地盤内に埋設される排水パイプ内に配置された導水部を形成するための導水部形成部材及び排水パイプの施工方法に関する。 The present invention relates to a water conveyance section forming member for forming a water conveyance section placed inside a drainage pipe buried in the ground, and a drainage pipe construction method.
盛土や切土等の法面又は斜面を有する地盤には、降雨による土中水を速やかに排出するために、法面又は斜面まで延在する排水パイプが埋設される。排水パイプの周壁には孔が設けられており、土中水はこの孔から排水パイプに浸入して外部に排出される。このような排水パイプが季節により排水頻度が著しく変化する場所等に設置された場合は、土砂等の流入などにより管閉塞が生じ、排水機能の低下が起こり易い。また、植物や細菌などによっても管閉塞が発生することがある。このような管閉塞を回避するため、排水パイプのパイプ本体(筒部)内にフィルター部材(導水材)が配置される(例えば、特許文献1)。 Drainage pipes are buried in ground with slopes or embankments, such as cut or embankment slopes, and extend to the slope or embankment to quickly drain soil water caused by rainfall. Holes are drilled into the drainage pipe's peripheral wall, allowing soil water to seep into the pipe and be discharged to the outside. When such drainage pipes are installed in locations where drainage frequency varies significantly depending on the season, they can easily become clogged with soil and sand, resulting in a deterioration of their drainage function. Pipe blockages can also occur due to plants and bacteria. To prevent such blockages, a filter element (water-conducting material) is placed inside the pipe body (tubular portion) of the drainage pipe (see, for example, Patent Document 1).
土砂の排水パイプ内への流入を抑止するためには、フィルター部材とパイプ本体との間に隙間が無いことが望ましい。すなわち、フィルター部材の直径は、パイプ本体の内径と同程度とすることが望ましい。しかしながら、フィルター部材の直径をパイプ本体の内径と同程度にすると、フィルター部材をパイプ本体内に挿入する際に、フィルター部材とパイプ本体の内面との間の摩擦力が大きくなり、フィルター部材のパイプ本体内への挿入が困難であった。摩擦力を小さくしてフィルター部材のパイプ本体内への挿入を容易にするために、実際にはパイプ本体の内径よりも小さな直径を有するフィルター部材が用いられていた。 To prevent soil and sand from flowing into the drainage pipe, it is desirable that there be no gap between the filter element and the pipe body. In other words, it is desirable that the diameter of the filter element is approximately the same as the inner diameter of the pipe body. However, if the diameter of the filter element is approximately the same as the inner diameter of the pipe body, the friction between the filter element and the inner surface of the pipe body increases when inserting the filter element into the pipe body, making it difficult to insert the filter element into the pipe body. In order to reduce the friction and make it easier to insert the filter element into the pipe body, filter elements with a diameter smaller than the inner diameter of the pipe body have actually been used.
本発明は、以上の背景に鑑み、筒部(ハイプ本体)内に挿入容易であり、かつ筒部の内周面とフィルター部材の外周面との間に隙間が生じない、排水パイプ用の導水部形成部材及び排水パイプの施工方法を提供することを課題とする。 In light of the above background, the present invention aims to provide a water guide section forming member for a drainage pipe that is easy to insert into the tubular section (pipe main body) and does not leave a gap between the inner surface of the tubular section and the outer surface of the filter member, as well as a drainage pipe installation method.
上記課題を解決するために本発明のある態様は、地盤内に埋設される排水パイプ(1,41)用の導水部形成部材(30,43)であって、所定方向に延在し、外周面を有し、前記所定方向に直交する径方向に膨張可能な膨張可能部材(31)と、前記所定方向に延在し、前記膨張可能部材の前記外周面を覆い、水が通過可能な空隙を有し、周方向に伸長可能なフィルター部材(32)とを備える。 In order to solve the above problem, one aspect of the present invention is a water-conducting section-forming member (30, 43) for a drainage pipe (1, 41) buried in the ground, which comprises an expandable member (31) that extends in a predetermined direction, has an outer peripheral surface, and is expandable in a radial direction perpendicular to the predetermined direction, and a filter member (32) that extends in the predetermined direction, covers the outer peripheral surface of the expandable member, has voids through which water can pass, and is extensible in the circumferential direction.
この態様によれば、導水部形成部材を筒部内に挿入した後、膨張可能部材を膨張させることによりフィルター部材の外径を大きくすることができる。このため、排水パイプの筒部の内径よりも小さな外径を有する状態で導水部形成部材を筒部内に挿入することにより、筒部内への導水部形成部材の挿入が容易となる。また、挿入後に膨張可能部材を膨張させることにより、筒部の内周面とフィルター部材の外周面との間の隙間を埋めることができ、土砂の排水パイプ内への流入を抑制できる。 According to this aspect, after inserting the water-conducting section-forming member into the tubular section, the outer diameter of the filter member can be increased by expanding the expandable member. Therefore, by inserting the water-conducting section-forming member into the tubular section while it has an outer diameter smaller than the inner diameter of the tubular section of the drainage pipe, the water-conducting section-forming member can be easily inserted into the tubular section. Furthermore, by expanding the expandable member after insertion, the gap between the inner surface of the tubular section and the outer surface of the filter member can be filled, preventing sediment from flowing into the drainage pipe.
上記の態様において、前記所定方向に延在し、前記膨張可能部材(31)内に埋設された芯材(44)を更に備えても良い。 The above aspect may further include a core material (44) extending in the predetermined direction and embedded within the expandable member (31).
この態様によれば、芯材によって導水部形成部材が曲がり難くなるため、筒部内への導水部形成部材の挿入が更に容易になる。 In this embodiment, the core material makes it difficult for the water guide portion-forming member to bend, making it even easier to insert the water guide portion-forming member into the tubular portion.
上記の態様において、前記膨張可能部材(31)は、水を吸収して膨張する高分子吸収材を含んでも良い。 In the above aspect, the expandable member (31) may include a polymer absorbent material that expands upon absorbing water.
この態様によれば、水によって膨張可能部材が膨張するため、工事現場周辺の環境への影響を抑制できる。 In this embodiment, the expandable member expands with water, minimizing the impact on the environment around the construction site.
上記の態様において、前記周方向において前記膨張可能部材(31)の前記外周面を覆うように前記膨張可能部材と前記フィルター部材(32)との間に配置され、拡径可能であり、前記水が透過可能な膜部材(33)を更に備えても良い。 In the above aspect, the device may further include a membrane member (33) that is expandable in diameter and permeable to water, and that is disposed between the expandable member (31) and the filter member (32) so as to cover the outer peripheral surface of the expandable member (31) in the circumferential direction.
この態様によれば、膨張可能部材が膨張する際に、膨張可能部材がフィルター部材の空隙に侵入することが膜部材によって抑制されるため、フィルター部材の導水性の低下を抑制できる。 In this embodiment, when the expandable member expands, the membrane member prevents the expandable member from penetrating the voids in the filter member, thereby preventing a decrease in the water conductivity of the filter member.
上記課題を解決するために本発明のある態様は、上記の態様の導水部形成部材を用いて排水パイプ(1,41)を地盤内に設置する方法であって、孔(2a)を有する筒部(2)を前記地盤内に配置するステップと、前記筒部(2)の内径よりも小さな外径を有する前記導水部形成部材(30,43)を前記筒部(2)内に挿入するステップと、前記導水部形成部材(30,43)に水を供給して前記膨張可能部材(31)を膨張させるステップとを備える。 In order to solve the above problem, one aspect of the present invention is a method for installing a drainage pipe (1, 41) in the ground using the water-conducting section-forming member of the above aspect, comprising the steps of placing a tubular section (2) having a hole (2a) in the ground, inserting the water-conducting section-forming member (30, 43) having an outer diameter smaller than the inner diameter of the tubular section (2) into the tubular section (2), and supplying water to the water-conducting section-forming member (30, 43) to expand the expandable member (31).
この態様によれば、導水部形成部材の外径が筒部の内径よりも小さいため、導水部形成部材の筒部への挿入が容易となる。また、導水部形成部材の筒部への挿入後に膨張可能部材が水によって膨張するため、筒部の内周面とフィルター部材の外周面との間の隙間を埋めることができ、土砂の排水パイプ内への流入を抑制できるとともに、工事に伴う工事現場周辺の環境への影響を抑制できる。 In this embodiment, the outer diameter of the water-conducting section-forming member is smaller than the inner diameter of the tubular section, making it easier to insert the water-conducting section-forming member into the tubular section. Furthermore, after the water-conducting section-forming member is inserted into the tubular section, the expandable member expands with water, filling the gap between the inner surface of the tubular section and the outer surface of the filter member. This prevents soil from entering the drainage pipe and reduces the impact of construction on the environment around the construction site.
本発明によれば、筒部内に挿入容易であり、かつ筒部の内周面とフィルター部材の外周面との間に隙間が生じない、排水パイプ用の導水部形成部材及び排水パイプの施工方法を提供することができる。 The present invention provides a water guide section forming member for a drainage pipe and a drainage pipe installation method that can be easily inserted into a cylindrical section and does not leave a gap between the inner surface of the cylindrical section and the outer surface of the filter member.
以下、図面を参照して、本発明の実施形態について説明する。図1は、第1実施形態に係る排水パイプ1及びその構成部材を示す。排水パイプ1は、法面等の斜面を有する地盤内に埋設され、地盤に浸透した水を排出するものである。図1(C)に示すように、排水パイプ1は、筒部2と、筒部2内に充填された導水部3とを有する。筒部2は、図1(A)に示す互いに平行に配置された複数の長尺材4と、図1(B)に示す螺旋部材5とを有する。 Embodiments of the present invention will now be described with reference to the drawings. Figure 1 shows a drainage pipe 1 and its constituent members according to the first embodiment. The drainage pipe 1 is buried in ground having a slope such as a slope, and drains water that has seeped into the ground. As shown in Figure 1(C), the drainage pipe 1 has a tubular portion 2 and a water-conducting portion 3 filled within the tubular portion 2. The tubular portion 2 has a plurality of elongated members 4 arranged parallel to one another, as shown in Figure 1(A), and a spiral member 5, as shown in Figure 1(B).
長尺材4は、真っ直ぐに延在する鋼材であり、耐腐食加工がなされている。互いに平行に配置された複数の長尺材4は、その延在方向から見て円周上に、互いに間隔をおいて配置される。例えば、長尺材4として、直径3mm程度の丸鋼を用いる、12本の長尺材4を互いに等間隔に円周上に配置してもよい。 The long material 4 is a straight steel material that has been treated to be corrosion-resistant. Multiple long materials 4 are arranged parallel to one another and spaced apart on the circumference when viewed in the direction of their extension. For example, round steel bars with a diameter of approximately 3 mm may be used as the long materials 4, and 12 long materials 4 may be arranged on the circumference at equal intervals.
螺旋部材5は、長尺の鋼材を長尺材4の延在方向に平行な軸線回りに螺旋状に巻回して形成された部材であり、耐腐食加工がなされている。螺旋部材5において軸線方向に互いに隣り合う部分は、互いに離間している。また、螺旋部材5は、軸線方向から見て所定の径を有する円周形状をなす。例えば、螺旋部材5は、縦2mm、横3mmの角形の長尺の鋼材を、外径44mm、内径38mmとなるように、10.2mmピッチで螺旋状に巻回して形成してもよい。 The helical member 5 is formed by winding a long piece of steel material in a spiral shape around an axis parallel to the extension direction of the long material 4, and is corrosion-resistant. Adjacent portions of the helical member 5 in the axial direction are spaced apart. The helical member 5 also has a circumferential shape with a predetermined diameter when viewed from the axial direction. For example, the helical member 5 may be formed by winding a rectangular long piece of steel material measuring 2 mm in length and 3 mm in width in a spiral shape at a pitch of 10.2 mm to have an outer diameter of 44 mm and an inner diameter of 38 mm.
図1(C)に示すように、螺旋部材5の外周側に長尺材4を溶接等により固定することによって、グリッド状構造の筒部2が形成される。グリッド状構造であることから、筒部2に形成された孔2aは大きく、その数も多い。そのため、筒部2の孔2aが水の通り道にぶつかる確率が高く、かつ孔2aが詰まり難く、排水性が高まる。また、長尺材4及び螺旋部材5が鋼材からなるため、強度が高い。また、螺旋部材5の断面が長尺材4に対してなす角度は限定されないため、筒部2の製造が比較的容易である。 As shown in Figure 1(C), the cylindrical portion 2 has a grid-like structure, and is formed by fixing the elongated material 4 to the outer periphery of the spiral member 5 by welding or other means. Because of the grid-like structure, the holes 2a formed in the cylindrical portion 2 are large and numerous. This increases the probability that the holes 2a in the cylindrical portion 2 will come into contact with the water passageway, making the holes 2a less likely to become clogged and improving drainage. Furthermore, because the elongated material 4 and spiral member 5 are made of steel, they are highly strong. Furthermore, because there are no restrictions on the angle that the cross section of the spiral member 5 forms with respect to the elongated material 4, the cylindrical portion 2 is relatively easy to manufacture.
図2(C)に示すように、導水部3は、水を通過させるが土砂等を通過させ難い空隙を有する部材である。導水部3は、図2(A)に示す導水部形成部材30が排水パイプ1の径方向の膨張することによって形成される。導水部形成部材30は、排水パイプ1の延在方向に延在し、排水パイプ1の径方向に膨張可能な膨張可能部材31と、排水パイプ1の延在方向に延在し、前記膨張可能部材31の外周面の全体を覆い、水が通過可能で土砂が通過し難い空隙を有し、排水パイプ1の周方向に伸長可能なフィルター部材32とを備える。導水部形成部材30の外径は、筒部2の内径よりも小さい。導水部形成部材30は、膨張可能部材31の外周面の全体を覆うように膨張可能部材31とフィルター部材32との間に配置され、拡径可能であり、水が透過可能な膜部材33を更に備えても良い。導水部形成部材30は、筒部2の延在方向長さに等しい延在方向長さを有することが好ましく、膨張可能部材31、フィルター部材32及び膜部材33は、互いに等しい延在方向長さを有することが好ましい。 As shown in Figure 2(C), the water conducting section 3 is a member having voids that allow water to pass through but prevent sediment and the like from passing through. The water conducting section 3 is formed by the radial expansion of the water conducting section-forming member 30 shown in Figure 2(A) along the drainage pipe 1. The water conducting section-forming member 30 includes an expandable member 31 that extends in the extension direction of the drainage pipe 1 and is expandable in the radial direction of the drainage pipe 1, and a filter member 32 that extends in the extension direction of the drainage pipe 1, covers the entire outer peripheral surface of the expandable member 31, has voids that allow water to pass through but prevent sediment from passing through, and is extensible in the circumferential direction of the drainage pipe 1. The outer diameter of the water conducting section-forming member 30 is smaller than the inner diameter of the tubular section 2. The water conducting section-forming member 30 may further include a membrane member 33 that is expandable in diameter and permeable to water, and is disposed between the expandable member 31 and the filter member 32 so as to cover the entire outer peripheral surface of the expandable member 31. The water guide section forming member 30 preferably has an extension length equal to the extension length of the tubular section 2, and the expandable member 31, filter member 32, and membrane member 33 preferably have the same extension length as one another.
膨張可能部材31は、水を吸収して膨張する高分子吸収材を含む。高分子吸収材として、例えば、おむつ等の吸収性物品の吸収体として使用される素材(ポリアクリル酸塩等)を使用しても良い。膨張可能部材31は、その延在方向に直交する断面の形状において円形をなす。 The expandable member 31 contains a polymer absorbent material that expands upon absorbing water. For example, a material (such as polyacrylate) used as an absorbent body in absorbent articles such as diapers may be used as the polymer absorbent material. The expandable member 31 has a circular cross section perpendicular to its extension direction.
フィルター部材32は、土砂の流入が抑制され、地盤内に浸透した雨水を通過させる素材を含む。フィルター部材32として、例えば、新光ナイロン株式会社製のヘチマロン(登録商標)等のプラスチック立体網状成形品を使用することができる。フィルター部材32は、その延在方向に直交する断面の形状において円環形をなす。 The filter element 32 contains a material that prevents the inflow of soil and sand while allowing rainwater that has infiltrated into the ground to pass through. For example, a plastic three-dimensional mesh molded product such as Hechimaron (registered trademark) manufactured by Shinko Nylon Co., Ltd. can be used as the filter element 32. The cross section of the filter element 32 perpendicular to its extension direction has a circular ring shape.
膜部材33は、高分子吸収材等のフィルター部材32の構成素材が透過し難く、水を透過させる素材を含む。膜部材33の拡径は、膜部材33の素材自体の伸縮性によって実現されても良く、ひだ状に折り畳まれた部分が展開することによって実現されても良い。膜部材33として、例えば、織布や不織布を使用することができる。膜部材33は、膨張可能部材31及びフィルター部材32に当接している。 The membrane member 33 contains a material that is impermeable to the constituent materials of the filter member 32, such as a polymer absorbent, but is permeable to water. The membrane member 33 can expand in diameter by the elasticity of the membrane member 33 material itself, or by unfolding the pleated folded portion. For example, woven fabric or nonwoven fabric can be used as the membrane member 33. The membrane member 33 abuts against the inflatable member 31 and the filter member 32.
図2(A)に示すように、筒部2内に導水部形成部材30を挿入した後、水を導水部形成部材30に供給する。図2(B)及び(C)に示すように、水(図2(B)中に矢印で示す)によって膨張可能部材31が径方向に向かって膨張することにより、膜部材33及びフィルター部材32が周方向に伸長して拡径する。フィルター部材32の外周面と筒部2の内周面との間の隙間がなくなるまで膨張可能部材31が膨張すると、導水部形成部材30が導水部3となる。水は、作業員が供給するものであっても、土中水であっても良い。 As shown in Figure 2(A), after inserting the water-conducting section-forming member 30 into the tubular section 2, water is supplied to the water-conducting section-forming member 30. As shown in Figures 2(B) and (C), the expandable member 31 expands radially due to the water (indicated by the arrow in Figure 2(B)), causing the membrane member 33 and filter member 32 to stretch circumferentially and expand in diameter. When the expandable member 31 expands until there is no gap between the outer surface of the filter member 32 and the inner surface of the tubular section 2, the water-conducting section-forming member 30 becomes the water-conducting section 3. The water may be supplied by workers or from underground water.
排水パイプ1を地盤内に挿入するために、地盤は削孔される。削孔しても地盤が自立する場合は、必要な長さの孔を設けた後、排水パイプ1をその孔に挿入する。地盤の自立性が低い場合の削孔手段の例を説明する。図3及び図4は削孔のための器具を示し、図5は削孔の手順を示す。 To insert the drainage pipe 1 into the ground, holes are drilled in the ground. If the ground remains self-supporting even after drilling, a hole of the required length is drilled and the drainage pipe 1 is inserted into the hole. An example of a drilling method for when the ground is not self-supporting is explained below. Figures 3 and 4 show the tools used for drilling, and Figure 5 shows the drilling procedure.
図3は、前面にビット8を有する円環状のヘッドプロテクター9を示し、図4は、前端側にヘッドプロテクター9が取り付けられる円筒状のサポートパイプ10を示す。サポートパイプ10の周壁は孔を有さずに閉塞しており、前方及び後方は開口している。サポートパイプ10の周壁の前端側には凹凸が設けられており、その凸部11は、ヘッドプロテクター9の後面に設けられた溝12に突入している。凸部11が溝12を画成する面に係止されるため、サポートパイプ10を周方向に回転させるとヘッドプロテクター9も回転する。また、サポートパイプ10を前進させると、ヘッドプロテクター9も前進するが、サポートパイプ10を後退させると、凸部11が溝12から抜けてヘッドプロテクター9はサポートパイプ10から分離する。サポートパイプ10の外径は、筒部2の内径よりも小さく、ヘッドプロテクター9の外径は、筒部2の外径よりも大きい。従って、筒部2の内側にサポートパイプ10を配置してサポートパイプ10の前端側にヘッドプロテクター9を取り付けると、前後方向において、筒部2はヘッドプロテクター9に整合するように配置される。 Figure 3 shows an annular head protector 9 having a bit 8 on its front surface, and Figure 4 shows a cylindrical support pipe 10 to which the head protector 9 is attached at its front end. The peripheral wall of the support pipe 10 is closed without any holes, and is open at the front and rear. The peripheral wall of the support pipe 10 has irregularities on its front end, with the protrusions 11 projecting into grooves 12 on the rear surface of the head protector 9. Because the protrusions 11 engage with the surface that defines the grooves 12, rotating the support pipe 10 in the circumferential direction also rotates the head protector 9. Furthermore, when the support pipe 10 is advanced, the head protector 9 also advances, but when the support pipe 10 is retracted, the protrusions 11 come out of the grooves 12, and the head protector 9 separates from the support pipe 10. The outer diameter of the support pipe 10 is smaller than the inner diameter of the tubular portion 2, and the outer diameter of the head protector 9 is larger than the outer diameter of the tubular portion 2. Therefore, when the support pipe 10 is placed inside the tubular portion 2 and the head protector 9 is attached to the front end of the support pipe 10, the tubular portion 2 is aligned with the head protector 9 in the front-to-rear direction.
図5(A)は、削孔サイクルの最初の状態を示す。ヘッドプロテクター9が取り付けられたサポートパイプ10の前端側が、地盤内に突入しており、サポートパイプ10は、筒部2の内側に配置されている。 Figure 5 (A) shows the initial state of the drilling cycle. The front end of the support pipe 10, to which the head protector 9 is attached, is inserted into the ground, and the support pipe 10 is positioned inside the tubular section 2.
サポートパイプ10を周方向に回転させてビット8で地盤を円環状に削りながら、ヘッドプロテクター9及びサポートパイプ10を300~500mm程度前進させる(図5(B))。この時、筒部2は、移動せず、サポートパイプ10の前端側に地盤の土砂が侵入する。続いて筒部2を、その前端がヘッドプロテクター9の後面に当接するまで前進させる(図5(C))。続いて、サポートパイプ10の前端側に侵入した土砂を削岩機13により水削孔する(図5(D))。この時、サポートパイプ10の周壁に孔がないため、削岩機13から放出された水はサポートパイプ10の外側に放出されず、排水パイプ1の設置箇所の周辺の地盤を弛めない。スライム状になった土砂を排出し、削岩機13を後退させる(図5(E))。以上のサイクルを繰り返して、地盤を削孔する。 The support pipe 10 is rotated circumferentially, and the bit 8 excavates the ground in a circular pattern while the head protector 9 and support pipe 10 are advanced approximately 300 to 500 mm (Figure 5(B)). At this time, the tubular portion 2 does not move, and soil and sand from the ground penetrates the front end of the support pipe 10. The tubular portion 2 is then advanced until its front end abuts the rear surface of the head protector 9 (Figure 5(C)). The soil and sand that has penetrated the front end of the support pipe 10 is then water-drilled using the rock drill 13 (Figure 5(D)). Because there are no holes in the circumferential wall of the support pipe 10, the water released from the rock drill 13 is not released outside the support pipe 10 and does not loosen the ground around the installation location of the drainage pipe 1. The slimy soil and sand are discharged, and the rock drill 13 is retracted (Figure 5(E)). The above cycle is repeated to drill the ground.
目的の深さまで削孔したら、サポートパイプ10を周方向の逆向きにわずかに回転させて後退させる。すると、ヘッドプロテクター9がサポートパイプ10から分離し、ヘッドプロテクター9と筒部2とが孔内に残る。ヘッドプロテクター9は孔内に残置される。 Once the hole has been drilled to the desired depth, the support pipe 10 is rotated slightly in the opposite circumferential direction and retracted. The head protector 9 then separates from the support pipe 10, leaving the head protector 9 and the tubular portion 2 in the hole. The head protector 9 is left in place in the hole.
図2に示すように、作業員は、筒部2内に導水部形成部材30を挿入し、導水部形成部材30に水を供給して膨張可能部材31を膨張させることにより、フィルター部材32の外周面を筒部2の内周面に当接させる。水は、を筒部2と導水部形成部材30との間の隙間に挿入したホース(図示せず)等から供給しても良く、筒部2の孔2aを通過する土中水を利用しても良い。 As shown in Figure 2, a worker inserts the water-conducting section-forming member 30 into the tubular section 2 and supplies water to the water-conducting section-forming member 30 to expand the expandable member 31, thereby bringing the outer surface of the filter member 32 into contact with the inner surface of the tubular section 2. Water may be supplied from a hose (not shown) inserted into the gap between the tubular section 2 and the water-conducting section-forming member 30, or soil water passing through the hole 2a in the tubular section 2 may be used.
第1実施形態の作用効果について説明する。 The effects of the first embodiment are explained below.
導水部形成部材30の外径が筒部2の内径よりも小さいので、導水部形成部材30の筒部2への挿入が容易である。また、完成状態では、フィルター部材32の外周面が筒部2の内周面に当接しているため、土砂の筒部2内への流入を抑制できる。 Because the outer diameter of the water guide section forming member 30 is smaller than the inner diameter of the tubular section 2, the water guide section forming member 30 can be easily inserted into the tubular section 2. Furthermore, in the completed state, the outer surface of the filter member 32 abuts against the inner surface of the tubular section 2, preventing sediment from flowing into the tubular section 2.
膨張可能部材31とフィルター部材32との間に膜部材33があるため、膨張可能部材31が膨張する際に、膨張可能部材31が膨張時にフィルター部材32の空隙に侵入してフィルター部材32の空隙率が低下することが抑制される。 Because the membrane member 33 is located between the expandable member 31 and the filter member 32, when the expandable member 31 expands, the expandable member 31 is prevented from penetrating the voids in the filter member 32 and reducing the porosity of the filter member 32.
膨張可能部材31が水によって膨張可能であるため、工事現場で周囲の環境を汚染させることなく膨張可能部材31を膨張させることができる。また、膨張可能部材31の膨張が不十分な状態で排水パイプ1が設置されても、筒部2内に侵入した雨水によって膨張可能部材31が膨張するため、筒部2の内周面とフィルター部材32の外周面との間の隙間が塞がれる。 Because the expandable member 31 can be expanded by water, it can be expanded without polluting the surrounding environment at the construction site. Furthermore, even if the drainage pipe 1 is installed with the expandable member 31 insufficiently expanded, the expandable member 31 will expand due to rainwater that has entered the tubular portion 2, thereby sealing the gap between the inner surface of the tubular portion 2 and the outer surface of the filter member 32.
次に、図6を参照して本発明に係る第2実施形態を説明する。説明に当たって、第1実施形態と共通する構成は、その説明を省略し同一の符号を付す。 Next, a second embodiment of the present invention will be described with reference to Figure 6. In the description, components common to the first embodiment will be denoted by the same reference numerals and will not be described again.
第2実施形態に係る排水パイプ41は、筒部2と、筒部2内に充填された導水部42とを備える。導水部42は、水を通過させるが土砂等を通過させない空隙を有する部材である。導水部42は、図6(A)に示す導水部形成部材43が排水パイプ41の径方向の膨張することによって形成される。導水部形成部材43は、膨張可能部材31と、フィルター部材32と、膨張可能部材31に埋設された芯材44とを備える。導水部形成部材43は、膜部材33を更に備えても良い。 The drainage pipe 41 according to the second embodiment comprises a tubular portion 2 and a water-conducting portion 42 filled within the tubular portion 2. The water-conducting portion 42 is a member having voids that allow water to pass through but not allow sediment and sand to pass through. The water-conducting portion 42 is formed by the radial expansion of the water-conducting portion-forming member 43 shown in FIG. 6(A) in the drainage pipe 41. The water-conducting portion-forming member 43 comprises an expandable member 31, a filter member 32, and a core material 44 embedded in the expandable member 31. The water-conducting portion-forming member 43 may further comprise a membrane member 33.
芯材44は、膨張可能部材31、フィルター部材32及び膜部材33よりも曲げ変形し難い。芯材44は、径方向における膨張可能部材31の中心に配置されることが好ましい。芯材44は、導水部形成部材43の延在方向の全長に渡って存在することが好ましいが、複数の芯材44が、導水部形成部材43の延在方向に互いに離間するように設けられても良い。芯材44として、例えば、鋼製又は樹脂製のパイプ又は棒を使用しても良い。 The core material 44 is less susceptible to bending deformation than the expandable member 31, filter member 32, and membrane member 33. The core material 44 is preferably positioned at the center of the expandable member 31 in the radial direction. The core material 44 preferably exists over the entire length of the water-conducting section-forming member 43 in the extension direction, but multiple core materials 44 may be arranged so that they are spaced apart from each other in the extension direction of the water-conducting section-forming member 43. For example, a steel or resin pipe or rod may be used as the core material 44.
芯材44の存在によって、導水部形成部材43が曲がり難くなるため、導水部形成部材43の筒部2内への挿入が容易になる。 The presence of the core material 44 makes it difficult for the water guide portion forming member 43 to bend, making it easier to insert the water guide portion forming member 43 into the tubular portion 2.
以上で具体的実施形態の説明を終えるが、本発明は上記実施形態に限定されることなく幅広く変形実施することができる。筒部として、鋼管又はプラスチック管の周壁に孔を設けたものを使用しても良い。新設の盛土に排水パイプを設置する場合は、地盤の削孔後に筒部を挿入するのではなく、形成途中の盛土の表面に排水パイプ又は筒部を配置しても良い。膨張可能部材は、高分子吸収材に代えて又は加えて、所定の物質と化学反応することによって膨張する物質を含んでも良い。 This concludes the explanation of specific embodiments, but the present invention is not limited to the above embodiments and can be widely modified and implemented. The tubular portion may be a steel or plastic pipe with holes in the circumferential wall. When installing a drainage pipe in a newly constructed embankment, the drainage pipe or tubular portion may be placed on the surface of the embankment while it is being constructed, rather than inserting the tubular portion after drilling the ground. The expandable member may contain a substance that expands by chemically reacting with a specified substance, instead of, or in addition to, a polymer absorbent material.
1,41:排水パイプ
2 :筒部
3,42:導水部
30,43:導水部形成部材
31 :膨張可能部材
32 :フィルター部材
33 :膜部材
44 :芯材
1, 41: Drainage pipe 2: Cylinder portion 3, 42: Water guide portion 30, 43: Water guide portion forming member 31: Expandable member 32: Filter member 33: Membrane member 44: Core material
Claims (3)
所定方向に延在し、外周面を有し、前記所定方向に直交する径方向に水を吸収して膨張可能な高分子吸収材を含む膨張可能部材と、
前記所定方向に延在し、前記膨張可能部材の前記外周面を覆い、水が通過可能な空隙を有し、周方向に伸長可能な、プラスチック立体網状成形品であるフィルター部材と、
前記周方向において前記膨張可能部材を覆うように前記膨張可能部材の前記外周面と前記フィルター部材との間に配置され、前記膨張可能部材の膨張によって拡径し、前記水が透過可能な膜部材と
を備える、導水部形成部材。 A water conveyance portion forming member for a drainage pipe buried in the ground,
an expandable member extending in a predetermined direction, having an outer circumferential surface, and including a polymer absorbent material that can absorb water and expand in a radial direction perpendicular to the predetermined direction;
a filter member that is a three-dimensional plastic net-like molded product that extends in the predetermined direction, covers the outer peripheral surface of the expandable member, has voids through which water can pass, and is extensible in the circumferential direction ;
a membrane member that is disposed between the outer peripheral surface of the expandable member and the filter member so as to cover the expandable member in the circumferential direction, the membrane member expanding in diameter as the expandable member expands, and the water-permeable membrane member;
A water guide portion forming member comprising:
孔を有する筒部を前記地盤内に配置するステップと、
前記筒部の内径よりも小さな外径を有する前記導水部形成部材を前記筒部内に挿入するステップと、
前記導水部形成部材に水を供給して前記導水部形成部材の前記膨張可能部材を膨張させるステップと
を備える方法。 A method for installing a drainage pipe in the ground using the water guide portion-forming member according to claim 1 or 2 ,
placing a cylindrical portion having a hole in the ground;
inserting the water guide portion forming member, which has an outer diameter smaller than an inner diameter of the cylindrical portion, into the cylindrical portion;
and supplying water to the water guide portion-forming member to expand the expandable member of the water guide portion-forming member.
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|---|---|---|---|---|
| JP2005180094A (en) | 2003-12-22 | 2005-07-07 | Ashimori Ind Co Ltd | Draining method from inside of earth and its drain pipe |
| US20100051262A1 (en) | 2008-08-29 | 2010-03-04 | Halliburton Energy Services, Inc. | Sand Control Screen Assembly and Method for Use of Same |
| JP2015224470A (en) | 2014-05-28 | 2015-12-14 | 株式会社サムシング | Filling stabilization method |
| JP2017078281A (en) | 2015-10-20 | 2017-04-27 | 株式会社建設技術研究所 | Water permeable filtering device, earth retaining wall provided with the same and method for inserting the same |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0627404B2 (en) * | 1990-06-11 | 1994-04-13 | 高麗夫 三輪 | Ground reinforcement method |
| JPH11140891A (en) * | 1997-11-05 | 1999-05-25 | Kenzo Murakami | Water guiding device to be embedded in underground and filler therefor |
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Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2005180094A (en) | 2003-12-22 | 2005-07-07 | Ashimori Ind Co Ltd | Draining method from inside of earth and its drain pipe |
| US20100051262A1 (en) | 2008-08-29 | 2010-03-04 | Halliburton Energy Services, Inc. | Sand Control Screen Assembly and Method for Use of Same |
| JP2015224470A (en) | 2014-05-28 | 2015-12-14 | 株式会社サムシング | Filling stabilization method |
| JP2017078281A (en) | 2015-10-20 | 2017-04-27 | 株式会社建設技術研究所 | Water permeable filtering device, earth retaining wall provided with the same and method for inserting the same |
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