JP3958729B2 - Human hole flexible joint - Google Patents

Human hole flexible joint Download PDF

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JP3958729B2
JP3958729B2 JP2003319269A JP2003319269A JP3958729B2 JP 3958729 B2 JP3958729 B2 JP 3958729B2 JP 2003319269 A JP2003319269 A JP 2003319269A JP 2003319269 A JP2003319269 A JP 2003319269A JP 3958729 B2 JP3958729 B2 JP 3958729B2
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pipe line
hole
human
human hole
water
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JP2005083148A (en
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吉則 浅沼
成夫 下澤
敬士 小沼
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西武ポリマ化成株式会社
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Description

本発明は、人孔と当該人孔に接続される管路とを相対変位を許容して接続する人孔可撓継手に関する。   The present invention relates to a human hole flexible joint that connects a human hole and a pipe line connected to the human hole while allowing relative displacement.

地盤の不等沈下等に伴う人孔と当該人孔に接続される管路との相対変位を、水密性を保って許容する構成として、特許文献1に開示のごときものが知られている。   A configuration disclosed in Patent Document 1 is known as a configuration that allows relative displacement between a human hole and a pipe line connected to the human hole due to uneven settlement of the ground while maintaining watertightness.

これは、図3に概念図を示すように、人孔51の側壁に開口形成された貫通孔51Aに管路52の先端が遊嵌し、その管路52の外周と貫通孔51Aの内周との間に止水可撓部材53が介設されて構成されている。   As shown in the conceptual diagram of FIG. 3, the end of the pipe 52 is loosely fitted in the through-hole 51A formed in the side wall of the human hole 51, and the outer circumference of the pipe 52 and the inner circumference of the through-hole 51A. The water stop flexible member 53 is interposed between the two.

止水可撓部材53は、概略コーン状を呈しており、その大径の基端部53Aが貫通孔51Aの内周面に嵌合固定されると共にこの基端部53Aから管路側に延設された小径の他端部53Bが管路52の外周に嵌合固定され、これによって人孔51と管路52とを水密的に連結し、その弾性変形によって人孔51と管路52の相対変位を許容し得るようになっている。   The water stop flexible member 53 has a substantially cone shape, and a large-diameter base end portion 53A is fitted and fixed to the inner peripheral surface of the through hole 51A and extends from the base end portion 53A to the pipe line side. The other end 53B having a small diameter is fitted and fixed to the outer periphery of the pipe line 52, thereby connecting the human hole 51 and the pipe line 52 in a watertight manner, and elastically deforming the human hole 51 and the pipe line 52 relative to each other. The displacement can be allowed.

また、同様の構成として特許文献2に開示のごときものもある。
特開平11−21930号公報 特許第2571380号公報
Further, there is a similar configuration disclosed in Patent Document 2.
Japanese Patent Laid-Open No. 11-21930 Japanese Patent No. 2571380

しかしながら、上記のごとき従来の構成では、止水可撓部材53の管路52側の固定部位は人孔51の外側であるため、特に既設の管路に人孔を増設するような場合には施工が極めて面倒であるという問題があった。また、供用開始後のメンテナンスも困難なものである。   However, in the conventional configuration as described above, the fixing portion of the water-stopping flexible member 53 on the side of the pipe 52 is outside the human hole 51. Therefore, particularly when a human hole is added to the existing pipe. There was a problem that the construction was extremely troublesome. In addition, maintenance after the start of service is also difficult.

本発明は、上記問題に鑑みてなされたものであって、施工やメンテナンスを容易に行うことができる人孔可撓継手を提供することを目的とする。   This invention is made | formed in view of the said problem, Comprising: It aims at providing the human-hole flexible joint which can perform construction and a maintenance easily.

上記目的を達成する本発明の人孔可撓継手は、人孔と管路の接続部において、前記管路は前記人孔の側壁に形成された挿通孔に遊嵌して先端部が前記人孔の内側に位置し、前記管路の先端に装着された大径の装着板と前記人孔の内壁面との間に環状の可撓止水部材が水密的に両者を連結して配設されると共に、前記管路の外周と前記挿通孔の間に目地材が介装されて構成されていることを特徴とする。   The human-hole flexible joint of the present invention that achieves the above object is characterized in that, in the connecting portion between the human hole and the pipe line, the pipe line is loosely fitted in an insertion hole formed in a side wall of the human hole, and the tip part is the person. An annular flexible water blocking member is disposed in a watertight manner between the large-diameter mounting plate mounted at the tip of the conduit and the inner wall surface of the human hole, located inside the hole. In addition, a joint material is interposed between the outer periphery of the conduit and the insertion hole.

この構成では、可撓止水部材が接続部の水密性を保つと共にその弾性変形によって人孔と管路の相対変位を許容する。すべての施工及びメンテナンスは人孔の内部から可能である。   In this configuration, the flexible water blocking member keeps the water tightness of the connection portion and allows relative displacement between the human hole and the pipe line by its elastic deformation. All construction and maintenance is possible from inside the manhole.

また、上記構成に加え、上記可撓止水部材と上記管路の外周の間に、発泡ウレタンが充填されて構成されていることを特徴とする。   Moreover, in addition to the said structure, between the outer periphery of the said flexible water-stop member and the said pipe line, it is characterized by being filled with urethane foam.

この構成では、発泡ウレタンが可撓止水部材に作用する外圧に対抗して可撓止水部材の伸びを抑えると共に止水作用も担う。   In this configuration, the foamed urethane resists the external pressure acting on the flexible water-stopping member, suppresses the extension of the flexible water-stopping member, and also has a water-stopping action.

本発明の人孔可撓継手によれば、管路は人孔の側壁に形成された挿通孔に遊嵌して先端部が人孔の内側に位置し、管路の先端に装着された大径の装着板と人孔の内壁面との間に環状の可撓止水部材が水密的に両者を連結して配設されると共に、管路の外周と挿通孔の間に目地材が介装されて構成されていることにより、可撓止水部材の装着等の施工及びメンテナンスを人孔の内部から容易に行うことができる。   According to the human hole flexible joint of the present invention, the pipe line is loosely fitted into the insertion hole formed in the side wall of the human hole, the tip is located inside the human hole, and the large pipe is attached to the tip of the pipe. An annular flexible water-stopping member is disposed in a watertight manner between the diameter mounting plate and the inner wall surface of the human hole, and a joint material is interposed between the outer periphery of the conduit and the insertion hole. By being mounted and configured, construction and maintenance such as mounting of a flexible water-stopping member can be easily performed from the inside of the human hole.

また、上記可撓止水部材と上記管路の外周の間に、発泡ウレタンが充填されて構成されていることにより、発泡ウレタンが可撓止水部材に作用する外圧に対抗して可撓止水部材の伸びを抑えると共に止水作用を増大させ、高水圧が作用する環境下においても水密性を保ちつつ人孔と管路の相対変位を許容することができる。   Further, since the urethane foam is filled between the flexible water-stopping member and the outer periphery of the pipe line, the foamed urethane resists the external pressure acting on the flexible water-stopping member. It is possible to suppress the elongation of the water member and increase the water stop action, and to allow relative displacement between the manhole and the pipe line while maintaining water tightness even in an environment where high water pressure acts.

以下、添付図面を参照して本発明を実施するための最良の形態について説明する。
図1は本発明に係る人孔可撓継手の一構成例を適用した人孔としてのマンホール10と管路20(上流側管路21,下流側管路22)の接続部位を示し、(A)は管路20の中心を通る水平面における断面図,(B)は管路20の中心を通る鉛直面における断面図である。尚、本構成例は、セグメントを円筒状に組み立てて構築された既設のシールド管路(管路20)中にマンホール10を追加構築した例である。
The best mode for carrying out the present invention will be described below with reference to the accompanying drawings.
FIG. 1 shows a connecting portion between a manhole 10 as a human hole to which a configuration example of a human hole flexible joint according to the present invention and a pipe line 20 (upstream pipe line 21 and downstream pipe line 22). ) Is a cross-sectional view in a horizontal plane passing through the center of the pipe line 20, and (B) is a cross-sectional view in a vertical plane passing through the center of the pipe line 20. This configuration example is an example in which the manhole 10 is additionally constructed in an existing shield pipe line (pipe line 20) constructed by assembling segments into a cylindrical shape.

マンホール10には、上流側の管路21と、下流側の管路22が、中心軸を一致させてそれぞれ本願発明に係る人孔可撓継手の一構成例である継手30を介して接続されている。上流側管路21と下流側管路22の継手30は同様であり、以下、管路20として説明する。   An upstream pipe line 21 and a downstream pipe line 22 are connected to the manhole 10 via a joint 30 which is a configuration example of the human-hole flexible joint according to the present invention, with the central axes thereof aligned. ing. The joint 30 of the upstream side pipeline 21 and the downstream side pipeline 22 is the same, and will be described as the pipeline 20 hereinafter.

継手30は、図1(B)のX部拡大図である図2に示すように、マンホール10の側壁11を貫通してその内部に位置する管路20の先端と、側壁11の内面とが、可撓性を有する可撓止水部材としての止水ゴム31で連結されて構成されている。   As shown in FIG. 2, which is an enlarged view of the portion X in FIG. 1B, the joint 30 has a pipe 20 penetrating through the side wall 11 of the manhole 10 and an inner surface of the side wall 11. , And are connected by a water stop rubber 31 as a flexible water stop member having flexibility.

マンホール10には、側壁11に管路20の挿通孔12が形成されると共に、その側壁11の内側への開口部周囲にコンクリートが増し打ちされて管路20の中心軸と直交する平坦な装着面13が形成されている。   In the manhole 10, the insertion hole 12 of the pipe line 20 is formed in the side wall 11, and concrete is applied to the periphery of the opening to the inside of the side wall 11, so that the flat mounting is perpendicular to the central axis of the pipe line 20. A surface 13 is formed.

管路20は挿通孔12に遊嵌し、その先端を側壁11の内側の装着面13より所定量突出させて配設されている。この管路20の先端の位置は、当該管路20を構成する既存のセグメントに鋼板製の調整セグメント20Aを結合することで、先端が側壁11の装着面13と所定間隔を有するように設定される。尚、図1中の想像線は当該マンホール10を構築するに際して撤去された既存のセグメントを示す。   The pipe line 20 is loosely fitted in the insertion hole 12, and the tip thereof is disposed so as to protrude from the mounting surface 13 inside the side wall 11 by a predetermined amount. The position of the front end of the pipe line 20 is set so that the front end has a predetermined distance from the mounting surface 13 of the side wall 11 by connecting the adjustment segment 20A made of steel plate to the existing segment constituting the pipe line 20. The In addition, the imaginary line in FIG. 1 shows the existing segment removed when constructing the manhole 10.

マンホール10の挿通孔12は、管路20の外径に対して所定の余裕を有する径に(管路20の外径より所定量大径に)設定され、管路20の外周と挿通孔12の内周との間には目地材32が介装されている。尚、図中33は、調整セグメント20Aの内部に充填された目地材である。   The insertion hole 12 of the manhole 10 is set to a diameter having a predetermined margin with respect to the outer diameter of the pipe line 20 (a predetermined amount larger than the outer diameter of the pipe line 20), and the outer periphery of the pipe line 20 and the insertion hole 12. A joint material 32 is interposed between the inner periphery of each of the members. In the figure, reference numeral 33 denotes a joint material filled in the adjustment segment 20A.

管路20の先端(調整セグメント20Aの先端)には、装着板としての連結フランジ34が固定されており、止水ゴム31の一方の側縁はこの連結フランジ34に固定されている。   A connection flange 34 as a mounting plate is fixed to the distal end of the pipe line 20 (the distal end of the adjustment segment 20 </ b> A), and one side edge of the water blocking rubber 31 is fixed to the connection flange 34.

連結フランジ34は、内径が管路20(調整セグメント20A)の内径と等しく、外径が管路20の外径より所定量大径の円環状であり、内周部で管路20(調整セグメント20A)に溶接されて一体化している。   The connecting flange 34 has an annular shape whose inner diameter is equal to the inner diameter of the pipe line 20 (adjustment segment 20A) and whose outer diameter is larger than the outer diameter of the pipe line 20 by a predetermined amount. 20A) and integrated.

止水ゴム31は、ゴムや合成樹脂等の所定硬度の弾性素材によって、連結フランジ34と装着面13の間隔と対応する幅で、両側縁に外周側に屈曲した取付部31Aを備えると共に幅方向中央に外側に所定幅で屈曲突出した変形屈曲部31Bを備えて形成されている。そして、一方の取付部31Aが取付ボルト42によって押圧金具41を介して連結フランジ34に水密的に締着されると共に、他方の取付部31Aが側壁11の装着面13に埋設された取付ナット43に螺合する取付ボルト42によって押圧金具41を介して水密的に締着され、内外の水密性を保ってマンホール10と連結フランジ34(即ち管路20)を連結して配設されている。   The waterstop rubber 31 is provided with an attachment portion 31A bent to the outer peripheral side at both side edges with a width corresponding to the interval between the connecting flange 34 and the mounting surface 13 by an elastic material of a predetermined hardness such as rubber or synthetic resin, and in the width direction. A deformed bent portion 31B that is bent and protruded with a predetermined width is formed on the outside at the center. Then, one mounting portion 31A is watertightly fastened to the connecting flange 34 via the pressing fitting 41 by the mounting bolt 42, and the other mounting portion 31A is embedded in the mounting surface 13 of the side wall 11. The mounting hole 42 is screwed in a watertight manner via a pressing fitting 41, and the manhole 10 and the connecting flange 34 (that is, the pipe line 20) are connected while maintaining the watertightness inside and outside.

取付ナット43は、アンカー部材43Aに溶接固定されており、装着面13を形成するコンクリート内に外面を装着面13に一致させて埋設されているものである。   The mounting nut 43 is welded and fixed to the anchor member 43 </ b> A, and is embedded in the concrete forming the mounting surface 13 with its outer surface coinciding with the mounting surface 13.

止水ゴム31の内周と調整セグメント20Aの外周の間は所定の間隔を有して空間が形成され、この空間内に発泡ウレタン35が充填されている。   A space is formed between the inner periphery of the water-stopping rubber 31 and the outer periphery of the adjustment segment 20 </ b> A with a predetermined gap, and the urethane foam 35 is filled in the space.

止水ゴム31の外周側には、目地材36が配設されると共にその外周側にカバープレート37が配設され、断面L字状の止め金具38で固定されている。   A joint material 36 is disposed on the outer peripheral side of the water-stopping rubber 31, and a cover plate 37 is disposed on the outer peripheral side thereof, and is fixed by a metal fitting 38 having an L-shaped cross section.

上記のごとく構成された継手30では、管路20の外周と挿通孔12の内周は所定の間隔を有して遊嵌されると共に、管路20はマンホール10の内側でその先端が止水ゴム31を介して連結されているため、止水ゴム31及び発泡ウレタン35の弾性変形によって、水密性を保って管路20のマンホール10に対する軸方向及び屈曲方向の相対変位を許容することができる。   In the joint 30 configured as described above, the outer periphery of the pipe line 20 and the inner periphery of the insertion hole 12 are loosely fitted with a predetermined interval, and the pipe line 20 has a tip that is water-stopping inside the manhole 10. Since they are connected via the rubber 31, it is possible to allow relative displacement in the axial direction and the bending direction of the conduit 20 with respect to the manhole 10 while maintaining watertightness by elastic deformation of the water-stopping rubber 31 and the urethane foam 35. .

即ち、止水ゴム31の軸方向に伸縮によって管路20のマンホール10に対する軸方向の相対変位を許容し得ると共に、止水ゴム31の屈曲と管路20と挿通孔12の間に介装された目地材32の弾性変形によって管路20のマンホール10に対する屈曲方向の相対変位を許容し得るものである。   That is, the relative displacement in the axial direction of the pipe line 20 with respect to the manhole 10 can be allowed by expansion and contraction in the axial direction of the water-stopping rubber 31, and the water-stopping rubber 31 is interposed between the pipe 20 and the insertion hole 12. Further, the elastic deformation of the joint material 32 can allow the relative displacement in the bending direction of the pipe line 20 with respect to the manhole 10.

また、止水ゴム31の装着等の継手30の施工はマンホール10の内部で行うことができるため、極めて施工性が良いものである。   Moreover, since the construction of the joint 30 such as mounting of the water stop rubber 31 can be performed inside the manhole 10, the workability is extremely good.

尚、上記各構成例では、本発明を既存のシールド管路に人孔を追加構築する例について説明したが、本発明はこれに限らず一体の管路や同時新設の人孔に適用しても良いことは勿論である。   In each of the above configuration examples, the present invention has been described with respect to an example in which a human hole is additionally constructed in an existing shield pipe. However, the present invention is not limited to this, and is applied to an integral pipe or a simultaneous new human hole. Of course, it is also good.

また、止水ゴム31の内周と調整セグメント20Aの外周の間に充填された発泡ウレタン35は必ずしも必要ではなく、外圧が小さい場合には省略しても良いものである。   Further, the urethane foam 35 filled between the inner periphery of the water-stopping rubber 31 and the outer periphery of the adjustment segment 20A is not always necessary, and may be omitted when the external pressure is small.

本発明に係る人孔可撓継手の一構成例を適用した人孔と管路の接続部位の断面図である。It is sectional drawing of the connection part of the human hole and pipe line to which the example of 1 structure of the human hole flexible joint which concerns on this invention is applied. 図1(B)のX部拡大図である。It is the X section enlarged view of Drawing 1 (B). 従来例としての人孔と管路の接続部を概念的に示す図である。It is a figure which shows notionally the connection part of the human hole and pipe line as a prior art example.

符号の説明Explanation of symbols

10 マンホール(人孔)
11 側壁
12 挿通孔
20 管路
30 継手
34 連結フランジ(装着板)
31 止水ゴム(可撓止水部材)
32 目地材
35 発泡ウレタン

10 Manhole
11 Side wall 12 Insertion hole 20 Pipe line 30 Joint 34 Connection flange (mounting plate)
31 Water stop rubber (flexible water stop member)
32 Joint material 35 Urethane foam

Claims (2)

人孔と管路の接続部において、
前記管路は前記人孔の側壁に形成された挿通孔に遊嵌して先端部が前記人孔の内側に位置し、前記管路の先端に装着され前記管路の外径より所定量大径の連結フランジと前記人孔の内壁面との間に環状の可撓止水部材が水密的に両者を連結して配設されると共に、前記管路の外周と前記挿通孔の間に目地材が介装されて構成されていることを特徴とする人孔可撓継手。
At the connection between the human hole and the pipeline,
The pipe line is loosely fitted in an insertion hole formed in a side wall of the human hole, and a tip end portion is located inside the human hole, and is attached to the front end of the pipe line and is a predetermined amount larger than an outer diameter of the pipe line. An annular flexible water blocking member is disposed between the connecting flange having a diameter and the inner wall surface of the human hole in a watertight manner, and the joint is provided between the outer periphery of the pipe and the insertion hole. A human hole flexible joint, characterized in that a material is interposed.
上記可撓止水部材と上記管路の外周の間に、発泡ウレタンが充填されて構成されていることを特徴とする請求項1に記載の人孔可撓継手。 2. The human-hole flexible joint according to claim 1, wherein urethane foam is filled between the flexible water-stopping member and the outer periphery of the pipe line.
JP2003319269A 2003-09-11 2003-09-11 Human hole flexible joint Expired - Lifetime JP3958729B2 (en)

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Application Number Priority Date Filing Date Title
JP2003319269A JP3958729B2 (en) 2003-09-11 2003-09-11 Human hole flexible joint

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JP2005083148A JP2005083148A (en) 2005-03-31
JP3958729B2 true JP3958729B2 (en) 2007-08-15

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