JP2018031412A - Pipe body connection structure and bell mouth - Google Patents

Pipe body connection structure and bell mouth Download PDF

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JP2018031412A
JP2018031412A JP2016163424A JP2016163424A JP2018031412A JP 2018031412 A JP2018031412 A JP 2018031412A JP 2016163424 A JP2016163424 A JP 2016163424A JP 2016163424 A JP2016163424 A JP 2016163424A JP 2018031412 A JP2018031412 A JP 2018031412A
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pipe
water expansion
tube
bell mouth
peripheral surface
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JP6144394B1 (en
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剛 寺阪
Takeshi Terasaka
剛 寺阪
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Kyowa Rubber KK
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Kyowa Rubber KK
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Abstract

PROBLEM TO BE SOLVED: To enable a sufficient water cut-off performance to be attained even though a connecting work is easy to perform.SOLUTION: Pipe body connecting structure 11 for use in connecting a pipe 12 with a spiral wave to a through-hole 22 using a bell mouth 51 is provided. The bell mouth 51 comprises an outer cylinder part 32, a pipe joint 31, an inner cylinder part 52 and an inner surface flange part 53. The outer cylinder part 32 has a female thread 34 threadedly engaging with the outer circumferential surface of the pipe 12 with the spiral wave and fitting onto the outer circumferential surface of the pipe 12 with the spiral wave. The pipe joint 31 comprises an outer surface flange part 33 having an abutment surface 35 expanding in an outer peripheral direction at one axial end of the outer cylinder part 32 and abutting on a periphery of the through-hole 22 being a connection object. The inner cylinder part 52 has a male thread 54 threadedly engaging with the inner circumferential surface of the pipe 12 with the spiral wave and inserted into the pipe 12 with the spiral wave. The inner surface flange part 53 has an abutment surface 55 expanding in an outer peripheral direction at one axial end of the inner cylinder part 52 and abutting on the periphery of the through-hole 22. An outside-pipe body water expansion part 36 expanding through absorption of moisture is formed in the inner circumferential surface of the outer cylinder part 32 of the pipe joint 31, an inside-pipe body water expansion part 56 expanding through absorption of moisture is formed in the outer circumferential surface of the inner cylinder part 52 of the bell mouth 51.SELECTED DRAWING: Figure 1

Description

この発明は、たとえばハンドホールやマンホールのように地中に埋設される地中箱に対して電線保護用の管体を接続する管体接続構造に関し、より詳しくは、十分な止水性が得られるような管体接続構造に関する。   The present invention relates to a tube connection structure for connecting a tube for protecting an electric wire to an underground box buried in the ground such as a handhole or a manhole, and more specifically, sufficient water-stopping property can be obtained. It relates to such a tube connection structure.

管体としての螺旋波付き管(FEP管)を地中箱に接続する構造として、下記特許文献1に開示のものがある。   As a structure for connecting a tube with a spiral wave (FEP tube) as a tubular body to an underground box, there is one disclosed in Patent Document 1 below.

この構造は、締め付け用部材と平型フランジ付ベルマウスを用いて管体を接続するものである。締め付け用部材は、筒状に形成されて長手方向の一端に鍔部を有し、筒状部分の内周面に螺旋波付き管の外周面に螺合する雌ねじを有している。鍔部の筒状部分とは反対側の面には、スポンジ状合成ゴムからなる円環板状の止水層が貼り付けられている。止水層の中心の穴は螺旋波付き管の太さより小さく設定されており、締め付け用部材を螺旋波付き管の端部に嵌めて、螺旋波付き管の端部を鍔部から突出させようとすると止水層は大きく変形することになる。   In this structure, the tubular body is connected using a fastening member and a bell mouth with a flat flange. The fastening member is formed in a cylindrical shape, has a flange at one end in the longitudinal direction, and has an internal thread that is screwed onto the outer peripheral surface of the spiral wave tube on the inner peripheral surface of the cylindrical portion. An annular plate-like water-stopping layer made of sponge-like synthetic rubber is attached to the surface of the collar portion opposite to the cylindrical portion. The hole in the center of the water-stopping layer is set to be smaller than the thickness of the spiral wave tube, and the fastening member is fitted to the end of the spiral wave tube so that the end of the spiral wave tube protrudes from the collar Then, the water blocking layer will be greatly deformed.

平型フランジ付ベルマウスは、筒状に形成されて長手方向の一端に鍔部を有し、筒状部分の外周面に螺旋波付き管の内周面に螺合する雄ねじを有している。鍔部における筒状部分を有する側の面にはパッキンを備えている。   The flat flanged bell mouth is formed in a cylindrical shape, has a flange at one end in the longitudinal direction, and has an external thread that is threadedly engaged with the inner peripheral surface of the spiral wave tube on the outer peripheral surface of the cylindrical portion. . A packing is provided on the surface of the collar portion on the side having the cylindrical portion.

この構成では次のように接続を行う。まず、螺旋波付き管の端部に締め付け用部材を嵌めて力をかけて回転し、止水層を変形させて螺旋波付き管の端部を突きだす。つぎに、螺旋波付き管の端部を地中箱の貫通穴に差し込んで螺旋波付き管の端部に対して反対側から平型フランジ付ベルマウスを螺合する。最後に、締め付け部材を回転して、締め付け部材と平型フランジ付ベルマウスで貫通穴の周囲を締め付ければ、止水層による止水がなされ、接着剤なしでの接続が行える。   In this configuration, connection is performed as follows. First, a fastening member is fitted into the end of the tube with a spiral wave and rotated by applying a force to deform the water blocking layer and project the end of the tube with the spiral wave. Next, the end of the spiral wave tube is inserted into the through hole of the underground box, and a flat mouth flanged bell mouth is screwed to the end of the spiral wave tube from the opposite side. Finally, by rotating the tightening member and tightening the periphery of the through hole with the tightening member and a bell mouth with a flat flange, water stoppage is achieved by the water stop layer, and connection without an adhesive can be performed.

しかし、締め付け用部材と平型フランジ付ベルマウスは接続する螺旋波付き管の寸法に対して精度よく形成されていないと強力な締め付け状態が得られない。また作業には止水層を変形させる力が必要である。さらに、管体の端面で回転しながら押し拡げられた止水層は損傷するおそれがあるうえに、この止水層は管体の外周面の一部のみに位置しているので、十分な止水がなされずに過剰な水分が締め付け用部材と螺旋波付き管の間を伝って奥まで進入した場合に、その水分は容易に螺旋波付き管と平型フランジ付ベルマウスの間に進入するおそれがある。   However, if the fastening member and the bell mouth with the flat flange are not formed accurately with respect to the dimensions of the pipe with the spiral wave to be connected, a strong fastening state cannot be obtained. Also, the work requires a force to deform the water blocking layer. Furthermore, there is a risk of damage to the waterstop layer that is pushed out while rotating at the end face of the tube. In addition, this waterstop layer is located only on a part of the outer peripheral surface of the tube, so there is sufficient stoppage. When excessive moisture enters between the fastening member and the spiral wave tube without water, the moisture easily enters between the spiral wave tube and the flat flange bell mouth. There is a fear.

管体の外周面の一部ではなく全体的に止水を可能にした接続構造(下記特許文献2参照)はあるが、管体の内周面においても止水しようとする構成のものはこれまでにない。   Although there is a connection structure (see Patent Document 2 below) that allows water to stop as a whole rather than a part of the outer peripheral surface of the tube body, the structure that attempts to stop water also on the inner peripheral surface of the tube body is this Not at all.

特許第3090447号公報Japanese Patent No. 3090447 特開2014−207752号公報JP 2014-207752 A

この発明は、接続作業が容易でありながらも十分な止水性を得られるようにすることを主な目的とする。   The main object of the present invention is to make it possible to obtain a sufficient water-stopping property while being easily connected.

そのための手段は、管体の外周面に螺合する雌ねじを内周面に有し前記管体の外周面に嵌る外筒部と、該外筒部の軸方向の一端において外周方向に張り出して接続対象である貫通穴の周囲に当接する当接面を有する外面鍔部を備えた管継手と、前記管体の内周面に螺合する雄ねじを外周面に有し前記管体内に挿入される内筒部と、該内筒部の軸方向の一端において外周方向に張り出して前記貫通穴の周囲に当接する当接面を有する内面鍔部を備えたベルマウスを用いて前記管体を前記貫通穴に接続する管体接続構造であって、前記管継手の外筒部の内周面に、水分の吸収により膨張する管体外水膨張部が形成されるとともに、前記ベルマウスの内筒部の外周面に、水分の吸収により膨張する管体内水膨張部が形成された管体接続構造である。   For this purpose, there are an outer cylinder part that has a female screw threadedly engaged with the outer peripheral surface of the tubular body on the inner peripheral surface, and projects in the outer peripheral direction at one axial end of the outer cylindrical part. A pipe joint provided with an outer surface flange having an abutting surface that abuts around the through-hole to be connected, and a male screw threadedly engaged with the inner peripheral surface of the pipe body are inserted into the pipe body. The tubular body is formed using a bell mouth including an inner cylindrical portion and an inner flange portion having an abutting surface projecting in an outer peripheral direction at one axial end of the inner cylindrical portion and abutting the periphery of the through hole. A tube connection structure for connecting to a through hole, wherein an outer tube water expansion portion that expands by absorption of moisture is formed on the inner peripheral surface of the outer tube portion of the pipe joint, and the inner tube portion of the bell mouth This is a tubular body connection structure in which a tubular water expansion portion that expands due to absorption of moisture is formed on the outer peripheral surface.

この構成では、管体の外周面に管継手の外筒部を嵌めるとともに、管体の端部内にベルマウスの内筒部を嵌めて、管継手の外面鍔部とベルマウスの内面鍔部で貫通穴の周囲を挟み込んだ状態にして地中に埋めると、まず管体外水膨張部が膨張して管体に荷重をかけて管継手と管体との間で止水を行う。多くの水分が進入すると、管体内水膨張部が膨張して管体外水膨張部の膨張による荷重とは異なる方向の荷重を管体にかけながら管体とベルマウスとの間で止水を行い、管体と管継手の間から入る水分が管体内へ進入することを防止する。   In this configuration, the outer cylinder part of the pipe joint is fitted on the outer peripheral surface of the pipe body, the inner cylinder part of the bell mouth is fitted in the end part of the pipe body, and the outer surface collar part of the pipe joint and the inner surface collar part of the bell mouth are fitted. When the periphery of the through hole is sandwiched and buried in the ground, first, the water expansion portion outside the tube expands, loads the tube, and stops water between the tube joint and the tube. When a large amount of moisture enters, the water expansion part in the pipe expands and water is stopped between the pipe and the bell mouth while applying a load in a direction different from the load due to the expansion of the water expansion part outside the pipe, Moisture entering from between the pipe body and the pipe joint is prevented from entering the pipe body.

この発明によれば、接続作業が容易でありながらも十分な止水性が得られる。   According to the present invention, sufficient water stoppage can be obtained while the connection work is easy.

管体接続構造の断面図。Sectional drawing of a pipe body connection structure. 管体接続構造の側面図。The side view of a tubular body connection structure. 管継手の片側断面図。The one side sectional view of a pipe joint. ベルマウスの片側断面図。The half sectional view of a bellmouth. 管体接続構造の水膨張前の状態を示す断面図。Sectional drawing which shows the state before the water expansion of a pipe body connection structure. 螺旋波付き管の取り付け方を示す説明図。Explanatory drawing which shows how to attach a pipe with a spiral wave. 作用状態を示す断面図。Sectional drawing which shows an action state. 他の例に係る管体接続構造の分解状態を示す片側断面図。The half sectional view which shows the decomposition | disassembly state of the tube connection structure which concerns on another example. 他の例に係る管体接続構造の断面図。Sectional drawing of the pipe | tube connection structure which concerns on another example.

この発明を実施するための一形態を、以下図面を用いて説明する。
図1に管体接続構造11の要部の断面を示す。管体接続構造11はハンドホールなどの地中箱21の壁部21aに形成された貫通穴22に、管体としての螺旋波付き管12の端部を差し込んだ状態にして接続するもので、管継手31とベルマウス51が使用される。特に、管継手31とベルマウス51を螺旋波付き管12に対して大きな力をかけずに単に嵌めるだけで簡単に接続できる管体接続構造11である。
An embodiment for carrying out the present invention will be described below with reference to the drawings.
The cross section of the principal part of the pipe body connection structure 11 is shown in FIG. The tube connection structure 11 is connected to the through hole 22 formed in the wall portion 21a of the underground box 21 such as a hand hole with the end of the tube 12 with a spiral wave as a tube being inserted, A pipe joint 31 and a bell mouth 51 are used. In particular, the pipe connection structure 11 can be easily connected by simply fitting the pipe joint 31 and the bell mouth 51 to the spiral wave pipe 12 without applying a large force.

図2は螺旋波付き管12を接続した状態の管継手31とベルマウス51の側面図であり、この図に示すように、管継手31は螺旋波付き管12の外周面に嵌り、ベルマウス51は螺旋波付き管12の端部に挿入されて、管継手31の一部とベルマウス51の一部で貫通穴22の周囲を壁部21aの厚み方向で挟み付けて螺旋波付き管12の接続状態を保持する。   FIG. 2 is a side view of the pipe joint 31 and the bell mouth 51 in a state in which the pipe with spiral wave 12 is connected. As shown in this figure, the pipe joint 31 fits on the outer peripheral surface of the pipe with spiral wave 12 and bell mouth 51 is inserted into the end portion of the tube 12 with a spiral wave, and a portion of the pipe joint 31 and a portion of the bell mouth 51 sandwich the periphery of the through hole 22 in the thickness direction of the wall portion 21a. The connection status of is maintained.

螺旋波付き管12は、地中に埋設する電線(図示せず)を保護するためのものであり合成樹脂製である。螺旋状の凹凸(螺旋波)は外周面のほか内周面にも形成されている。この螺旋波付き管12は接続状態において地中箱21の壁部21aの外面から垂直に突出する状態となる。螺旋波付き管12の外径や内径、螺旋波のピッチには製造会社によってばらつきがある。   The spiral wave tube 12 is for protecting an electric wire (not shown) embedded in the ground and is made of synthetic resin. Spiral irregularities (spiral waves) are formed not only on the outer peripheral surface but also on the inner peripheral surface. The tube 12 with spiral waves is in a state of projecting vertically from the outer surface of the wall portion 21a of the underground box 21 in the connected state. The outer diameter and inner diameter of the spiral wave tube 12 and the pitch of the spiral wave vary depending on the manufacturer.

管継手31は合成樹脂製で、図3に示したように略円筒状である。管継手31は螺旋波付き管12の外周面に嵌る外筒部32と、外筒部32の軸方向の一端において外周方向に張り出す外面鍔部33を備えている。外筒部32の内周面には螺旋波付き管72の外周面に螺合する雌ねじ34が形成されている。外面鍔部33は貫通穴22よりも大径に形成されており、壁部21aの外面における貫通穴22の周囲に当接する当接面35を有している。   The pipe joint 31 is made of synthetic resin and has a substantially cylindrical shape as shown in FIG. The pipe joint 31 includes an outer cylindrical portion 32 that fits on the outer peripheral surface of the spiral wave-attached tube 12 and an outer flange portion 33 that projects in the outer peripheral direction at one axial end of the outer cylindrical portion 32. An internal thread 34 is formed on the inner peripheral surface of the outer cylindrical portion 32 so as to be screwed into the outer peripheral surface of the spiral wave-equipped tube 72. The outer surface flange portion 33 is formed to have a larger diameter than the through hole 22 and has a contact surface 35 that contacts the periphery of the through hole 22 on the outer surface of the wall portion 21a.

雌ねじ34を含む外筒部32の内周面の全体には、水分の吸収により膨張する管体外水膨張部36が形成されている。管体外水膨張部36は、シート状の止水材を貼り付けて構成される。止水材は、水分を吸収して膨張する水膨張材を保持したポリエチレンテレフタレート等からなる不織布を使用できる。水膨張材には粉粒状のものやシート状のもの、液状のものなどが適宜使用できるが繊維状のものを用いると、不織布を構成する繊維との一体性が高まるのでよい。止水材の内周面に対する固定は、管継手31を成形するときに一体成形して行うとよい。   On the entire inner peripheral surface of the outer cylinder portion 32 including the female screw 34, a tubular body external water expansion portion 36 that expands by absorbing moisture is formed. The pipe outside water expansion part 36 is configured by attaching a sheet-like water stop material. A non-woven fabric made of polyethylene terephthalate or the like holding a water expansion material that absorbs moisture and expands can be used as the water stop material. As the water expansion material, a powdery material, a sheet material, a liquid material, and the like can be used as appropriate. However, when a fiber material is used, the integrity with the fibers constituting the nonwoven fabric may be increased. Fixing the water stop material to the inner peripheral surface may be performed by integral molding when the pipe joint 31 is molded.

外筒部32の外周面には回転操作をしやすいように、軸方向に沿って長いリブ37が周方向に間隔をあけて複数備えられている。   A plurality of ribs 37 that are long along the axial direction are provided on the outer peripheral surface of the outer cylindrical portion 32 at intervals in the circumferential direction so that the rotation operation is easy.

外面鍔部33の当接面35には、水分の吸収により膨張する穴縁水膨張部38が形成されている。このため当接面35は穴縁水膨張部38を介して間接的に貫通穴22の周囲に当接する。穴縁水膨張部38は、前述の管体外水膨張部36と同様にシート状の止水材で構成される。   The contact surface 35 of the outer surface flange 33 is formed with a hole edge water expansion portion 38 that expands due to moisture absorption. For this reason, the contact surface 35 indirectly contacts the periphery of the through hole 22 via the hole edge water expansion portion 38. The hole edge water expansion part 38 is comprised with a sheet-like water stop material similarly to the above-mentioned pipe outside water expansion part 36. As shown in FIG.

この穴縁水膨張部38は、外面鍔部33の厚さを厚くするかさ上げ部39の上に形成される。かさ上げ部39は適宜厚さの軟質ゴム層で形成される。軟質ゴム層は、指で押した程度で圧縮変形できる程度の低硬度ゴム、例えば高度20以下、より好ましくは硬度10°〜15°(JIS−A)くらいのものが好適に使用できる。軟質ゴム層は管継手31の形成に際して一体に形成してもよいが、別途に粘着剤で貼り付けてもよい。また軟質ゴム層は非水膨張性であるが、水分を吸収して膨張する水膨張性を有するものであってもよい。   The hole edge water expansion portion 38 is formed on a raised portion 39 that increases the thickness of the outer surface flange portion 33. The raised portion 39 is formed of a soft rubber layer having an appropriate thickness. As the soft rubber layer, a low-hardness rubber that can be compressed and deformed by being pushed with a finger, for example, an altitude of 20 or less, more preferably a hardness of about 10 ° to 15 ° (JIS-A) can be suitably used. The soft rubber layer may be integrally formed when the pipe joint 31 is formed, but may be separately attached with an adhesive. The soft rubber layer is non-water-swellable, but may have water-swellability that expands by absorbing moisture.

ベルマウス51は合成樹脂製で、図4に示したように螺旋波付き管12内に挿入される内筒部52と、内筒部52の軸方向の一端において外周方向に張り出す内面鍔部53を備えている。内筒部52の外周面には螺旋波付き管12の内周面に螺合する雄ねじ54が形成されている。内面鍔部53は貫通穴22よりも大径に形成されており、外周側部位には、壁部21aの内面における貫通穴22の周囲に当接する当接面55を有している。   The bell mouth 51 is made of a synthetic resin, and as shown in FIG. 4, the inner cylinder portion 52 inserted into the spiral wave tube 12, and the inner flange portion projecting in the outer peripheral direction at one end in the axial direction of the inner cylinder portion 52. 53. A male screw 54 is formed on the outer peripheral surface of the inner cylinder portion 52 so as to be screwed into the inner peripheral surface of the spiral wave tube 12. The inner surface flange 53 is formed to have a diameter larger than that of the through hole 22, and has a contact surface 55 that contacts the periphery of the through hole 22 on the inner surface of the wall portion 21 a at the outer peripheral side portion.

雄ねじ54を含む内筒部52の外周面の全体には、水分の吸収により膨張する管体内水膨張部56が形成されている。管体内水膨張部56は前述の管体外水膨張部36と同様に形成される。この管体内水膨張部56と共に、内面鍔部53における螺旋波付き管12の端部が対向する内周側部位にも、水分の吸収により膨張する管端水膨張部57が形成される。これら管体内水膨張部56と管端水膨張部57は同一の止水材によって一体に形成される。   A tubular water expansion portion 56 that expands by absorbing moisture is formed on the entire outer peripheral surface of the inner cylinder portion 52 including the male screw 54. The tubular body water expansion part 56 is formed in the same manner as the above-mentioned tubular body water expansion part 36. A pipe end water expansion portion 57 that expands due to the absorption of moisture is formed on the inner peripheral side portion of the inner surface flange portion 53 facing the end portion of the spiral wave-attached tube 12 together with the pipe internal water expansion portion 56. The pipe body water expansion part 56 and the pipe end water expansion part 57 are integrally formed of the same water stop material.

内面鍔部53の当接面55には、水分の吸収により膨張する穴縁水膨張部58が形成されている。このため当接面55は穴縁水膨張部58を介して間接的に貫通穴22の周囲に当接する。穴縁水膨張部58は、前述の管体外水膨張部36などと同様にシート状の止水材で構成される。   The contact surface 55 of the inner surface flange 53 is formed with a hole edge water expansion portion 58 that expands due to moisture absorption. For this reason, the contact surface 55 indirectly contacts the periphery of the through hole 22 via the hole edge water expansion portion 58. The hole edge water expansion part 58 is made of a sheet-like water-stopping material in the same manner as the above-mentioned pipe outside water expansion part 36 and the like.

この穴縁水膨張部58は、内面鍔部53の厚さを厚くするかさ上げ部59の上に形成される。かさ上げ部59は管継手31の場合と同様に適宜厚さの軟質ゴム層で形成される。これによって、管端水膨張部57における内筒部52側の面の方が穴縁水膨張部58の面よりも低く設定され、管端水膨張部57の周囲に、管端水膨張部57を取り囲む非吸水性の段差部が形成された状態になる。   The hole edge water expansion portion 58 is formed on the raised portion 59 that increases the thickness of the inner surface flange portion 53. As in the case of the pipe joint 31, the raised portion 59 is formed of a soft rubber layer having an appropriate thickness. Accordingly, the surface of the pipe end water expansion portion 57 on the inner cylinder portion 52 side is set lower than the surface of the hole edge water expansion portion 58, and the pipe end water expansion portion 57 is provided around the pipe end water expansion portion 57. A state of forming a non-water-absorbing step portion that surrounds is formed.

このような構成の管継手31とベルマウス51の寸法とねじ山(雌ねじ34、雄ねじ54)は、螺旋波付き管12との関係でつぎのように設定する。すなわち、管継手31の外筒部32の内径と雌ねじ34のピッチや高さ、ベルマウス51の内筒部52の外径と雄ねじ54のピッチや高さは、螺旋波付き管12の製造会社ごとの寸法差を吸収できるように設定する。特に、管継手31における膨張前の管体外水膨張部36の表面と、この管継手31を嵌めた螺旋波付き管の表面との間に、管継手31の軸方向の外面鍔部33の反対側の端から外面鍔部33側の端まで水分を通す水分通路15を形成する(図5参照)。水分通路15の態様は管体外水膨張部36の性能を考慮して設定する。   The dimensions of the pipe joint 31 and the bell mouth 51 and the thread (the female thread 34 and the male thread 54) having such a configuration are set as follows in relation to the spiral wave-attached pipe 12. That is, the inner diameter of the outer cylindrical portion 32 of the pipe joint 31 and the pitch and height of the female screw 34, and the outer diameter of the inner cylindrical portion 52 of the bell mouth 51 and the pitch and height of the male screw 54 are determined by the manufacturing company of the spiral wave tube 12. Set to absorb the dimensional difference of each. In particular, between the surface of the pipe external water expansion part 36 before expansion in the pipe joint 31 and the surface of the pipe with the spiral wave fitted with the pipe joint 31, the opposite of the outer flange part 33 in the axial direction of the pipe joint 31. A moisture passage 15 through which moisture passes is formed from the end on the side to the end on the outer flange 33 side (see FIG. 5). The mode of the moisture passage 15 is set in consideration of the performance of the extra-tubular water expansion section 36.

螺旋波付き管12の寸法差を吸収しつつ水分通路71を形成するとともに、接続作業に際しての螺合の簡単化をはかるため、管継手31の雌ねじ34のピッチ数は少なくするとよい。たとえば図3に示したように雌ねじ34のピッチ数を1ピッチ程度にすることができる。ベルマウス51の雄ねじ54も接続作業に際しての螺合の簡単化をはかるためピッチ数は少なく設定するとよいが、耐引張性を確保するためには雄ねじ54のピッチ数は1ピッチよりも多く、たとえば図4に示したように2ピッチ程度とするとよい。   In order to form the moisture passage 71 while absorbing the dimensional difference of the pipe 12 with the spiral wave and to simplify the screwing at the time of the connection work, the pitch number of the female thread 34 of the pipe joint 31 may be reduced. For example, as shown in FIG. 3, the pitch number of the internal thread 34 can be reduced to about one pitch. The male screw 54 of the bell mouth 51 may be set to a small number of pitches in order to simplify the screwing at the time of connection work. However, in order to ensure tensile resistance, the pitch number of the male screws 54 is larger than one pitch. As shown in FIG. 4, it is good to have about 2 pitches.

以上のような管継手31とベルマウス51で構成する管体接続構造11では、つぎのようにして螺旋波付き管12の接続を行う。この接続は取り付け段階と吸水段階を経て完了する。   In the pipe connection structure 11 constituted by the pipe joint 31 and the bell mouth 51 as described above, the spiral wave-attached pipe 12 is connected as follows. This connection is completed through an installation stage and a water absorption stage.

取り付け段階は図6に示した(a)〜(d)の各工程からなる。まず螺旋波付き管12の接続する側の端部に管継手31を嵌める(図6(a))。嵌める際には外面鍔部33と反対側の端部を螺旋波付き管12の端部に向けて行う。嵌合は、水分通路15を有するため簡単に、軽い力で回転して行える。つぎに管継手31を嵌めて端部を露出した螺旋波付き管12を貫通穴22に嵌める(図6(b))。つづいて貫通穴22の反対側、つまり内面側に出る螺旋波付き管12の端部に、ベルマウス51の内筒部52を挿入する(図6(c))。内筒部52の挿入はベルマウス51を回転しながら行い、螺旋波付き管12の端部がベルマウス51の内面鍔部53の管端水膨張部57に当たるまで行う。管端水膨張部57を構成する止水材が不織布で構成されているので一定の形態を維持し強靭であるので、螺旋波付き管12の端部が強く当たっても水膨張性を確保できる。最後に、ベルマウス51の内面鍔部53を貫通穴22の周囲に当てて管継手31を締める方向に回転して、ベルマウス51の内面鍔部53と管継手31の外面鍔部33で、貫通穴22の周囲を内外に締め付ける(図5参照)。このように管継手31とベルマウス51による取り付け作業は大きな力を要せずに極めて容易に行える。   The attachment stage includes the steps (a) to (d) shown in FIG. First, the pipe joint 31 is fitted to the end portion on the side to which the pipe 12 with the spiral wave is connected (FIG. 6A). When fitting, the end opposite to the outer flange 33 is directed toward the end of the spiral wave tube 12. Since the fitting has the moisture passage 15, the fitting can be easily performed by rotating with a light force. Next, the pipe 12 with the spiral wave with the pipe joint 31 fitted and the end exposed is fitted into the through hole 22 (FIG. 6B). Subsequently, the inner cylinder portion 52 of the bell mouth 51 is inserted into the end portion of the spiral wave-attached tube 12 that protrudes on the opposite side of the through hole 22, that is, on the inner surface side (FIG. 6C). The inner cylinder portion 52 is inserted while rotating the bell mouth 51 until the end portion of the spiral wave-attached tube 12 hits the tube end water expansion portion 57 of the inner surface flange portion 53 of the bell mouth 51. Since the water stop material constituting the pipe end water expansion portion 57 is made of nonwoven fabric, it maintains a certain form and is strong, so that even if the end portion of the spiral wave-attached tube 12 hits strongly, water expandability can be secured. . Finally, the inner flange 53 of the bell mouth 51 is applied to the periphery of the through hole 22 and rotated in the direction of tightening the pipe joint 31, so that the inner flange 53 of the bell mouth 51 and the outer flange 33 of the pipe joint 31 are The periphery of the through hole 22 is tightened inward and outward (see FIG. 5). As described above, the attachment work by the pipe joint 31 and the bell mouth 51 can be performed very easily without requiring a large force.

このような取り付け段階のあとに、地中箱21を地中に埋めると、土中の水分を吸収する吸水段階に移行する。吸水段階では、まず、図5に示したように管継手31と螺旋波付き管12の間に水分通路15を有した状態の管体外水膨張部36に対して、水分通路15に進入する水分が作用し、管体外水膨張部36を膨張させる。管体外水膨張部36は水分通路15への水分の進入に従って全体にわたって膨張する。この膨張によって螺旋波付き管36は主に外周方向から圧縮され、管継手31との位置関係が固定される。   When the underground box 21 is buried in the ground after such an attachment stage, the process proceeds to a water absorption stage that absorbs moisture in the soil. In the water absorption stage, first, as shown in FIG. 5, the moisture that enters the moisture passage 15 with respect to the water expansion portion 36 outside the tubular body having the moisture passage 15 between the pipe joint 31 and the spiral wave-attached tube 12. Acts to expand the outside-tube water expansion portion 36. The pipe outside water expansion part 36 expands as a whole as the moisture enters the moisture passage 15. By this expansion, the spiral wave tube 36 is compressed mainly from the outer peripheral direction, and the positional relationship with the pipe joint 31 is fixed.

このように管体外水膨張部36が膨張するのと同期して、管継手31とベルマウス51の穴縁水膨張部38,58はその存在位置と大きさゆえに、土中の水分の作用によっていち早く迅速に膨張し、管継手31とベルマウス51による貫通穴の周囲を締め付ける力を強力に発揮するとともに、貫通穴22と外部との間の止水を行う。この止水は、穴縁水膨張部38,58を構成する止水材が不織布で構成されているので一定の形態を維持し強靭であるうえに、穴縁水膨張部38,58の背面側に軟質ゴム層からなるかさ上げ部39,59を有するので、穴縁水膨張部38,58が膨張した締め付け時に軟質ゴム層が圧縮されて変形しつつも反発力を有する。このため、より強固で良好な止水状態となる。   In synchronism with the expansion of the pipe outside water expansion part 36 in this way, the hole edge water expansion parts 38 and 58 of the pipe joint 31 and the bell mouth 51 are caused by the action of moisture in the soil because of their location and size. It quickly expands quickly and exerts a strong force for tightening the periphery of the through hole by the pipe joint 31 and the bell mouth 51, and performs water stop between the through hole 22 and the outside. Since the water stop material which comprises the hole edge water expansion parts 38 and 58 is comprised with the nonwoven fabric, this water stop maintains a fixed form and is strong, and also the back side of the hole edge water expansion parts 38 and 58 Since the raised portions 39 and 59 made of a soft rubber layer are provided, the soft rubber layer has a repulsive force while being compressed and deformed when the hole edge water expansion portions 38 and 58 are tightened. For this reason, it becomes a stronger and better water stop state.

管体外水膨張部36を膨張させた水分は、図7に示したように、螺旋波付き管12の外周面を伝って奥へと移動して管端水膨張部57に達し、管端水膨張部57と管体内水膨張部56を膨張させる。管端水膨張部57と管体内水膨張部56は一体であるので、一連の膨張が極めて円滑に行われる。管端水膨張部57の周囲にはかさ上げ部59からなる段差部が形成されているので、進入する水分を効率よく管端水膨張部57と管体内水膨張部56の膨張に利用することができる。管端水膨張部57と管体内水膨張部56は、主に管体外水膨張部36を膨張させた水分で膨張させられるが、たとえばベルマウス51の螺合の仕方などの状態によってはベルマウス51の穴縁水膨張部58を膨張させた水分によっても膨張させられる場合がある。   As shown in FIG. 7, the water that has expanded the pipe external water expansion section 36 travels back along the outer peripheral surface of the spiral wave-attached pipe 12, reaches the pipe end water expansion section 57, and reaches the pipe end water expansion section 57. The expansion part 57 and the tubular water expansion part 56 are expanded. Since the pipe end water expansion part 57 and the pipe internal water expansion part 56 are integrated, a series of expansions are performed extremely smoothly. Since the stepped portion including the raised portion 59 is formed around the pipe end water expansion portion 57, the moisture that enters is efficiently used for the expansion of the pipe end water expansion portion 57 and the tubular water expansion portion 56. Can do. The pipe end water expansion part 57 and the pipe internal water expansion part 56 are mainly inflated by the water that has expanded the pipe external water expansion part 36. For example, depending on the manner in which the bell mouth 51 is screwed, the bell mouth In some cases, the hole edge water expansion portion 51 may be expanded by the expanded water.

管端水膨張部57の膨張によって螺旋波付き管12の端部は図7に仮想線で示したように主に管継手31方向に荷重がかけられるとともに、管体内水膨張部56の膨張によって螺旋波付き管12は、内周側から外周側に広がる方向に荷重をかけられ、図1に示したように管継手31で覆われた部分の螺旋波付き管12の外周面全体とベルマウス51が挿入された部分の螺旋波付き管12の端部と内周面で止水がなされる。   By the expansion of the pipe end water expansion portion 57, the end of the spiral wave-equipped tube 12 is loaded mainly in the direction of the pipe joint 31 as shown by the phantom line in FIG. The spiral wave tube 12 is loaded in a direction extending from the inner peripheral side to the outer peripheral side, and the entire outer peripheral surface of the spiral wave tube 12 covered with the pipe joint 31 as shown in FIG. Water is stopped at the end of the spiral wave tube 12 and the inner peripheral surface of the portion where 51 is inserted.

このように地中箱21の貫通穴22に対する螺旋波付き管12の接続状態は、管継手31とベルマウス51による挟持と、各水膨張部36,38,56,57,58の膨張圧力によって強力に保持される。しかも、各水膨張部36,38,56,57,58は異なる方向に膨張し、特に管端水膨張部57は螺旋波付き管12の端部を管継手31方向に押し付ける力を生むので、一方向への膨張のみで螺旋波付き管12に密着して止水する場合と比べて各部で高度の止水が行え、この結果十分な止水性を得られる。   Thus, the connection state of the pipe 12 with the spiral wave to the through hole 22 of the underground box 21 is determined by the clamping between the pipe joint 31 and the bell mouth 51 and the expansion pressure of each of the water expansion portions 36, 38, 56, 57, 58. Strongly held. In addition, each of the water expansion portions 36, 38, 56, 57, 58 expands in different directions, and in particular, the pipe end water expansion portion 57 generates a force that presses the end of the spiral wave tube 12 toward the pipe joint 31. Compared with the case where the water is tightly attached to the spiral wave tube 12 only by expansion in one direction, water can be stopped at a high degree in each part, and as a result, sufficient water stoppage can be obtained.

止水については、管体外水膨張部36による螺旋波付き管12の外周側での止水に加えて、管体内水膨張部56による螺旋波付き管12の内周側での止水も行うので、十分な止水性が得られる。しかも水分通路15を備えているので、螺旋波付き管12の端部と内周側の止水は確実に行える。   As for the water stop, in addition to the water stop on the outer peripheral side of the spiral wave-equipped tube 12 by the pipe external water expansion portion 36, the water stop on the inner peripheral side of the spiral wave-attached tube 12 by the pipe internal water expansion portion 56 is also performed. As a result, sufficient water stoppage can be obtained. In addition, since the moisture passage 15 is provided, water can be reliably stopped at the end of the spiral wave-attached tube 12 and the inner peripheral side.

以下、他の例について説明する。この説明において前述と同一の構成ついては同一の符号を付してその詳しい説明を省略する。
図8は、螺旋波付き管12を貫通穴22に直接接続するのではなく、受け継手71を介して接続する構成の管体接続構造11の分解状態を示す片側断面図であり、貫通穴22に対する受け継手71の接続に、前述の管継手31とベルマウス51を用いた例を示している。つまり、受け継でき71がこの発明の管体に相当する。
Other examples will be described below. In this description, the same components as those described above are denoted by the same reference numerals, and detailed description thereof is omitted.
FIG. 8 is a half sectional view showing a disassembled state of the tube connection structure 11 having a configuration in which the tube 12 with spiral wave is not directly connected to the through hole 22 but is connected via the receiving joint 71. The example which used the above-mentioned pipe joint 31 and the bell mouth 51 for the connection of the receiving joint 71 with respect to is shown. That is, the inheritance 71 corresponds to the tubular body of the present invention.

受け継手71は、螺旋波付き管12の端部に固定された差し込み継手72を受ける遊端側部分71aを有するもの、貫通穴22に接続される基端側部分71bは螺旋波付き管12と同様の構成であるので、管継手31とベルマウス51は前述と同様に構成される。   The receiving joint 71 has a free end side portion 71 a that receives the insertion joint 72 fixed to the end of the spiral wave-attached tube 12, and the proximal end portion 71 b connected to the through hole 22 is the same as the spiral wave-attached tube 12. Since it is the same structure, the pipe joint 31 and the bell mouth 51 are comprised similarly to the above-mentioned.

図9は、土圧がかかっても止水性を維持できるように構成した管体接続構造11を示す断面図であり、管継手31の外面鍔部33よりも内周側の部位に、貫通穴22に進入する筒状の突部75を備えている。突部75の外周側には貫通穴22との間をシールする環状のパッキン76が備えられている。この管体接続構造11は、螺旋波付き管12を貫通穴22に対して直接接続するものであり、管継手31とベルマウス51は前述と同様に構成される。   FIG. 9 is a cross-sectional view showing the tubular body connection structure 11 configured to maintain water-stopping performance even when earth pressure is applied. A through-hole is formed in a portion on the inner peripheral side of the outer surface flange portion 33 of the pipe joint 31. 22 is provided with a cylindrical projecting portion 75 that enters 22. An annular packing 76 that seals between the projecting portion 75 and the through hole 22 is provided on the outer peripheral side of the projecting portion 75. This tube connection structure 11 directly connects the tube 12 with a spiral wave to the through hole 22, and the tube joint 31 and the bell mouth 51 are configured in the same manner as described above.

この発明の構成と前述の一形態の構成との対応において、
この発明の管体は、前述の螺旋波付き管12、受け継手71に対応するも、
この発明は前述の構成のみに限定されるものではなく、その他の構成を採用することができる。
In correspondence between the configuration of the present invention and the configuration of the above-described embodiment,
The tubular body of the present invention corresponds to the above-described spiral wave-equipped tube 12 and the receiving joint 71.
The present invention is not limited to the above-described configuration, and other configurations can be adopted.

11…管体接続構造
12…螺旋波付き管
15…水分通路
22…貫通穴
31…管継手
32…外筒部
33…外面鍔部
34…雌ねじ
35…当接面
36…管体外水膨張部
51…ベルマウス
52…内筒部
53…内面鍔部
54…雄ねじ
55…当接面
56…筒体内水膨張部
57…管端水膨張部
58…穴縁水膨張部
59…かさ上げ部
71…受け継手
DESCRIPTION OF SYMBOLS 11 ... Tube connection structure 12 ... Pipe with spiral wave 15 ... Moisture passage 22 ... Through-hole 31 ... Pipe joint 32 ... Outer cylinder part 33 ... Outer surface flange part 34 ... Female thread 35 ... Abutting surface 36 ... Tube outer water expansion part 51 ... Bellmouth 52 ... Inner cylinder part 53 ... Inner collar part 54 ... Male screw 55 ... Abutting surface 56 ... In-cylinder water expansion part 57 ... Pipe end water expansion part 58 ... Hole edge water expansion part 59 ... Uplift part 71 ... Receiver Fitting

この発明は、たとえばハンドホールやマンホールのように地中に埋設される地中箱に対して電線保護用の管体を接続する管体接続構造に関し、より詳しくは、十分な止水性が得られるような管体接続構造に関する。   The present invention relates to a tube connection structure for connecting a tube for protecting an electric wire to an underground box buried in the ground such as a handhole or a manhole, and more specifically, sufficient water-stopping property can be obtained. It relates to such a tube connection structure.

管体としての螺旋波付き管(FEP管)を地中箱に接続する構造として、下記特許文献1に開示のものがある。   As a structure for connecting a tube with a spiral wave (FEP tube) as a tubular body to an underground box, there is one disclosed in Patent Document 1 below.

この構造は、締め付け用部材と平型フランジ付ベルマウスを用いて管体を接続するものである。締め付け用部材は、筒状に形成されて長手方向の一端に鍔部を有し、筒状部分の内周面に螺旋波付き管の外周面に螺合する雌ねじを有している。鍔部の筒状部分とは反対側の面には、スポンジ状合成ゴムからなる円環板状の止水層が貼り付けられている。止水層の中心の穴は螺旋波付き管の太さより小さく設定されており、締め付け用部材を螺旋波付き管の端部に嵌めて、螺旋波付き管の端部を鍔部から突出させようとすると止水層は大きく変形することになる。   In this structure, the tubular body is connected using a fastening member and a bell mouth with a flat flange. The fastening member is formed in a cylindrical shape, has a flange at one end in the longitudinal direction, and has an internal thread that is screwed onto the outer peripheral surface of the spiral wave tube on the inner peripheral surface of the cylindrical portion. An annular plate-like water-stopping layer made of sponge-like synthetic rubber is attached to the surface of the collar portion opposite to the cylindrical portion. The hole in the center of the water-stopping layer is set to be smaller than the thickness of the spiral wave tube, and the fastening member is fitted to the end of the spiral wave tube so that the end of the spiral wave tube protrudes from the collar Then, the water blocking layer will be greatly deformed.

平型フランジ付ベルマウスは、筒状に形成されて長手方向の一端に鍔部を有し、筒状部分の外周面に螺旋波付き管の内周面に螺合する雄ねじを有している。鍔部における筒状部分を有する側の面にはパッキンを備えている。   The flat flanged bell mouth is formed in a cylindrical shape, has a flange at one end in the longitudinal direction, and has an external thread that is threadedly engaged with the inner peripheral surface of the spiral wave tube on the outer peripheral surface of the cylindrical portion. . A packing is provided on the surface of the collar portion on the side having the cylindrical portion.

この構成では次のように接続を行う。まず、螺旋波付き管の端部に締め付け用部材を嵌めて力をかけて回転し、止水層を変形させて螺旋波付き管の端部を突きだす。つぎに、螺旋波付き管の端部を地中箱の貫通穴に差し込んで螺旋波付き管の端部に対して反対側から平型フランジ付ベルマウスを螺合する。最後に、締め付け部材を回転して、締め付け部材と平型フランジ付ベルマウスで貫通穴の周囲を締め付ければ、止水層による止水がなされ、接着剤なしでの接続が行える。   In this configuration, connection is performed as follows. First, a fastening member is fitted into the end of the tube with a spiral wave and rotated by applying a force to deform the water blocking layer and project the end of the tube with the spiral wave. Next, the end of the spiral wave tube is inserted into the through hole of the underground box, and a flat mouth flanged bell mouth is screwed to the end of the spiral wave tube from the opposite side. Finally, by rotating the tightening member and tightening the periphery of the through hole with the tightening member and a bell mouth with a flat flange, water stoppage is achieved by the water stop layer, and connection without an adhesive can be performed.

しかし、締め付け用部材と平型フランジ付ベルマウスは接続する螺旋波付き管の寸法に対して精度よく形成されていないと強力な締め付け状態が得られない。また作業には止水層を変形させる力が必要である。さらに、管体の端面で回転しながら押し拡げられた止水層は損傷するおそれがあるうえに、この止水層は管体の外周面の一部のみに位置しているので、十分な止水がなされずに過剰な水分が締め付け用部材と螺旋波付き管の間を伝って奥まで進入した場合に、その水分は容易に螺旋波付き管と平型フランジ付ベルマウスの間に進入するおそれがある。   However, if the fastening member and the bell mouth with the flat flange are not formed accurately with respect to the dimensions of the pipe with the spiral wave to be connected, a strong fastening state cannot be obtained. Also, the work requires a force to deform the water blocking layer. Furthermore, there is a risk of damage to the waterstop layer that is pushed out while rotating at the end face of the tube. In addition, this waterstop layer is located only on a part of the outer peripheral surface of the tube, so there is sufficient stoppage. If excessive moisture enters between the fastening member and the spiral wave tube without water, the moisture easily enters between the spiral wave tube and the flat flange bell mouth. There is a fear.

管体の外周面の一部ではなく全体的に止水を可能にした接続構造(下記特許文献2参照)はあるが、管体の内周面においても止水しようとする構成のものはこれまでにない。   Although there is a connection structure (see Patent Document 2 below) that allows water to stop as a whole rather than a part of the outer peripheral surface of the tube body, the structure that attempts to stop water also on the inner peripheral surface of the tube body is this Not at all.

特許第3090447号公報Japanese Patent No. 3090447 特開2014−207752号公報JP 2014-207752 A

この発明は、接続作業が容易でありながらも十分な止水性を得られるようにすることを主な目的とする。   The main object of the present invention is to make it possible to obtain a sufficient water-stopping property while being easily connected.

そのための手段は、管体の外周面に螺合する雌ねじを内周面に有し前記管体の外周面に嵌る外筒部と、該外筒部の軸方向の一端において外周方向に張り出して接続対象である貫通穴の周囲に当接する当接面を有する外面鍔部を備えた管継手と、前記管体の内周面に螺合する雄ねじを外周面に有し前記管体内に挿入される内筒部と、該内筒部の軸方向の一端において外周方向に張り出して前記貫通穴の周囲に当接する当接面を有する内面鍔部を備えたベルマウスを用いて前記管体を前記貫通穴に接続する管体接続構造であって、前記管継手の外筒部の内周面に、水分の吸収により膨張するシート状の止水材からなる管体外水膨張部が前記内周面に沿って形成されるとともに、前記ベルマウスの内筒部の外周面に、水分の吸収により膨張するシート状の止水材からなる管体内水膨張部が前記外周面に沿って形成された管体接続構造である。 For this purpose, there are an outer cylinder part that has a female screw threadedly engaged with the outer peripheral surface of the tubular body on the inner peripheral surface, and projects in the outer peripheral direction at one axial end of the outer cylindrical part. A pipe joint provided with an outer surface flange having an abutting surface that abuts around the through-hole to be connected, and a male screw threadedly engaged with the inner peripheral surface of the pipe body are inserted into the pipe body. The tubular body is formed using a bell mouth including an inner cylindrical portion and an inner flange portion having an abutting surface projecting in an outer peripheral direction at one axial end of the inner cylindrical portion and abutting the periphery of the through hole. a tube connection structure for connecting the through hole, the inner peripheral surface of the outer tube portion of the pipe joint, a sheet-like tube outside water swelling portion consisting of water stopping material is the inner peripheral surface expands by absorption of moisture is formed along the the outer peripheral surface of the inner cylindrical portion of the bell mouth, it expands by absorption of water Sea Tube body water expansion unit consisting Jo water stopping material is a tube connection structure formed along the outer peripheral surface.

この構成では、管体の外周面に管継手の外筒部を嵌めるとともに、管体の端部内にベルマウスの内筒部を嵌めて、管継手の外面鍔部とベルマウスの内面鍔部で貫通穴の周囲を挟み込んだ状態にして地中に埋めると、まず管体外水膨張部が膨張して管体に荷重をかけて管継手と管体との間で止水を行う。多くの水分が進入すると、管体内水膨張部が膨張して管体外水膨張部の膨張による荷重とは異なる方向の荷重を管体にかけながら管体とベルマウスとの間で止水を行い、管体と管継手の間から入る水分が管体内へ進入することを防止する。   In this configuration, the outer cylinder part of the pipe joint is fitted on the outer peripheral surface of the pipe body, the inner cylinder part of the bell mouth is fitted in the end part of the pipe body, and the outer surface collar part of the pipe joint and the inner surface collar part of the bell mouth are fitted. When the periphery of the through hole is sandwiched and buried in the ground, first, the water expansion portion outside the tube expands, loads the tube, and stops water between the tube joint and the tube. When a large amount of moisture enters, the water expansion part in the pipe expands and water is stopped between the pipe and the bell mouth while applying a load in a direction different from the load due to the expansion of the water expansion part outside the pipe, Moisture entering from between the pipe body and the pipe joint is prevented from entering the pipe body.

この発明によれば、接続作業が容易でありながらも十分な止水性が得られる。   According to the present invention, sufficient water stoppage can be obtained while the connection work is easy.

管体接続構造の断面図。Sectional drawing of a pipe body connection structure. 管体接続構造の側面図。The side view of a tubular body connection structure. 管継手の片側断面図。The one side sectional view of a pipe joint. ベルマウスの片側断面図。The half sectional view of a bellmouth. 管体接続構造の水膨張前の状態を示す断面図。Sectional drawing which shows the state before the water expansion of a pipe body connection structure. 螺旋波付き管の取り付け方を示す説明図。Explanatory drawing which shows how to attach a pipe with a spiral wave. 作用状態を示す断面図。Sectional drawing which shows an action state. 他の例に係る管体接続構造の分解状態を示す片側断面図。The half sectional view which shows the decomposition | disassembly state of the tube connection structure which concerns on another example. 他の例に係る管体接続構造の断面図。Sectional drawing of the pipe | tube connection structure which concerns on another example.

この発明を実施するための一形態を、以下図面を用いて説明する。
図1に管体接続構造11の要部の断面を示す。管体接続構造11はハンドホールなどの地中箱21の壁部21aに形成された貫通穴22に、管体としての螺旋波付き管12の端部を差し込んだ状態にして接続するもので、管継手31とベルマウス51が使用される。特に、管継手31とベルマウス51を螺旋波付き管12に対して大きな力をかけずに単に嵌めるだけで簡単に接続できる管体接続構造11である。
An embodiment for carrying out the present invention will be described below with reference to the drawings.
The cross section of the principal part of the pipe body connection structure 11 is shown in FIG. The tube connection structure 11 is connected to the through hole 22 formed in the wall portion 21a of the underground box 21 such as a hand hole with the end of the tube 12 with a spiral wave as a tube being inserted, A pipe joint 31 and a bell mouth 51 are used. In particular, the pipe connection structure 11 can be easily connected by simply fitting the pipe joint 31 and the bell mouth 51 to the spiral wave pipe 12 without applying a large force.

図2は螺旋波付き管12を接続した状態の管継手31とベルマウス51の側面図であり、この図に示すように、管継手31は螺旋波付き管12の外周面に嵌り、ベルマウス51は螺旋波付き管12の端部に挿入されて、管継手31の一部とベルマウス51の一部で貫通穴22の周囲を壁部21aの厚み方向で挟み付けて螺旋波付き管12の接続状態を保持する。   FIG. 2 is a side view of the pipe joint 31 and the bell mouth 51 in a state in which the pipe with spiral wave 12 is connected. As shown in this figure, the pipe joint 31 fits on the outer peripheral surface of the pipe with spiral wave 12 and bell mouth 51 is inserted into the end portion of the tube 12 with a spiral wave, and a portion of the pipe joint 31 and a portion of the bell mouth 51 sandwich the periphery of the through hole 22 in the thickness direction of the wall portion 21a. The connection status of is maintained.

螺旋波付き管12は、地中に埋設する電線(図示せず)を保護するためのものであり合成樹脂製である。螺旋状の凹凸(螺旋波)は外周面のほか内周面にも形成されている。この螺旋波付き管12は接続状態において地中箱21の壁部21aの外面から垂直に突出する状態となる。螺旋波付き管12の外径や内径、螺旋波のピッチには製造会社によってばらつきがある。   The spiral wave tube 12 is for protecting an electric wire (not shown) embedded in the ground and is made of synthetic resin. Spiral irregularities (spiral waves) are formed not only on the outer peripheral surface but also on the inner peripheral surface. The tube 12 with spiral waves is in a state of projecting vertically from the outer surface of the wall portion 21a of the underground box 21 in the connected state. The outer diameter and inner diameter of the spiral wave tube 12 and the pitch of the spiral wave vary depending on the manufacturer.

管継手31は合成樹脂製で、図3に示したように略円筒状である。管継手31は螺旋波付き管12の外周面に嵌る外筒部32と、外筒部32の軸方向の一端において外周方向に張り出す外面鍔部33を備えている。外筒部32の内周面には螺旋波付き管12の外周面に螺合する雌ねじ34が形成されている。外面鍔部33は貫通穴22よりも大径に形成されており、壁部21aの外面における貫通穴22の周囲に当接する当接面35を有している。 The pipe joint 31 is made of synthetic resin and has a substantially cylindrical shape as shown in FIG. The pipe joint 31 includes an outer cylindrical portion 32 that fits on the outer peripheral surface of the spiral wave-attached tube 12 and an outer flange portion 33 that projects in the outer peripheral direction at one axial end of the outer cylindrical portion 32. An internal thread 34 is formed on the inner peripheral surface of the outer cylindrical portion 32 so as to be screwed onto the outer peripheral surface of the spiral wave tube 12 . The outer surface flange portion 33 is formed to have a larger diameter than the through hole 22 and has a contact surface 35 that contacts the periphery of the through hole 22 on the outer surface of the wall portion 21a.

雌ねじ34を含む外筒部32の内周面の全体には、水分の吸収により膨張する管体外水膨張部36が形成されている。管体外水膨張部36は、シート状の止水材を貼り付けて構成される。止水材は、水分を吸収して膨張する水膨張材を保持したポリエチレンテレフタレート等からなる不織布を使用できる。水膨張材には粉粒状のものやシート状のもの、液状のものなどが適宜使用できるが繊維状のものを用いると、不織布を構成する繊維との一体性が高まるのでよい。止水材の内周面に対する固定は、管継手31を成形するときに一体成形して行うとよい。   On the entire inner peripheral surface of the outer cylinder portion 32 including the female screw 34, a tubular body external water expansion portion 36 that expands by absorbing moisture is formed. The pipe outside water expansion part 36 is configured by attaching a sheet-like water stop material. A non-woven fabric made of polyethylene terephthalate or the like holding a water expansion material that absorbs moisture and expands can be used as the water stop material. As the water expansion material, a powdery material, a sheet material, a liquid material, and the like can be used as appropriate. However, when a fiber material is used, the integrity with the fibers constituting the nonwoven fabric may be increased. Fixing the water stop material to the inner peripheral surface may be performed by integral molding when the pipe joint 31 is molded.

外筒部32の外周面には回転操作をしやすいように、軸方向に沿って長いリブ37が周方向に間隔をあけて複数備えられている。   A plurality of ribs 37 that are long along the axial direction are provided on the outer peripheral surface of the outer cylindrical portion 32 at intervals in the circumferential direction so that the rotation operation is easy.

外面鍔部33の当接面35には、水分の吸収により膨張する穴縁水膨張部38が形成されている。このため当接面35は穴縁水膨張部38を介して間接的に貫通穴22の周囲に当接する。穴縁水膨張部38は、前述の管体外水膨張部36と同様にシート状の止水材で構成される。   The contact surface 35 of the outer surface flange 33 is formed with a hole edge water expansion portion 38 that expands due to moisture absorption. For this reason, the contact surface 35 indirectly contacts the periphery of the through hole 22 via the hole edge water expansion portion 38. The hole edge water expansion part 38 is comprised with a sheet-like water stop material similarly to the above-mentioned pipe outside water expansion part 36. As shown in FIG.

この穴縁水膨張部38は、外面鍔部33の厚さを厚くするかさ上げ部39の上に形成される。かさ上げ部39は適宜厚さの軟質ゴム層で形成される。軟質ゴム層は、指で押した程度で圧縮変形できる程度の低硬度ゴム、例えば高度20以下、より好ましくは硬度10°〜15°(JIS−A)くらいのものが好適に使用できる。軟質ゴム層は管継手31の形成に際して一体に形成してもよいが、別途に粘着剤で貼り付けてもよい。また軟質ゴム層は非水膨張性であるが、水分を吸収して膨張する水膨張性を有するものであってもよい。   The hole edge water expansion portion 38 is formed on a raised portion 39 that increases the thickness of the outer surface flange portion 33. The raised portion 39 is formed of a soft rubber layer having an appropriate thickness. As the soft rubber layer, a low-hardness rubber that can be compressed and deformed by being pushed with a finger, for example, an altitude of 20 or less, more preferably a hardness of about 10 ° to 15 ° (JIS-A) can be suitably used. The soft rubber layer may be integrally formed when the pipe joint 31 is formed, but may be separately attached with an adhesive. The soft rubber layer is non-water-swellable, but may have water-swellability that expands by absorbing moisture.

ベルマウス51は合成樹脂製で、図4に示したように螺旋波付き管12内に挿入される内筒部52と、内筒部52の軸方向の一端において外周方向に張り出す内面鍔部53を備えている。内筒部52の外周面には螺旋波付き管12の内周面に螺合する雄ねじ54が形成されている。内面鍔部53は貫通穴22よりも大径に形成されており、外周側部位には、壁部21aの内面における貫通穴22の周囲に当接する当接面55を有している。   The bell mouth 51 is made of a synthetic resin, and as shown in FIG. 4, the inner cylinder portion 52 inserted into the spiral wave tube 12, and the inner flange portion projecting in the outer peripheral direction at one end in the axial direction of the inner cylinder portion 52. 53. A male screw 54 is formed on the outer peripheral surface of the inner cylinder portion 52 so as to be screwed into the inner peripheral surface of the spiral wave tube 12. The inner surface flange 53 is formed to have a diameter larger than that of the through hole 22, and has a contact surface 55 that contacts the periphery of the through hole 22 on the inner surface of the wall portion 21 a at the outer peripheral side portion.

雄ねじ54を含む内筒部52の外周面の全体には、水分の吸収により膨張する管体内水膨張部56が形成されている。管体内水膨張部56は前述の管体外水膨張部36と同様に形成される。この管体内水膨張部56と共に、内面鍔部53における螺旋波付き管12の端部が対向する内周側部位にも、水分の吸収により膨張する管端水膨張部57が形成される。これら管体内水膨張部56と管端水膨張部57は同一の止水材によって一体に形成される。   A tubular water expansion portion 56 that expands by absorbing moisture is formed on the entire outer peripheral surface of the inner cylinder portion 52 including the male screw 54. The tubular body water expansion part 56 is formed in the same manner as the above-mentioned tubular body water expansion part 36. A pipe end water expansion portion 57 that expands due to the absorption of moisture is formed on the inner peripheral side portion of the inner surface flange portion 53 facing the end portion of the spiral wave-attached tube 12 together with the pipe internal water expansion portion 56. The pipe body water expansion part 56 and the pipe end water expansion part 57 are integrally formed of the same water stop material.

内面鍔部53の当接面55には、水分の吸収により膨張する穴縁水膨張部58が形成されている。このため当接面55は穴縁水膨張部58を介して間接的に貫通穴22の周囲に当接する。穴縁水膨張部58は、前述の管体外水膨張部36などと同様にシート状の止水材で構成される。   The contact surface 55 of the inner surface flange 53 is formed with a hole edge water expansion portion 58 that expands due to moisture absorption. For this reason, the contact surface 55 indirectly contacts the periphery of the through hole 22 via the hole edge water expansion portion 58. The hole edge water expansion part 58 is made of a sheet-like water-stopping material in the same manner as the above-mentioned pipe outside water expansion part 36 and the like.

この穴縁水膨張部58は、内面鍔部53の厚さを厚くするかさ上げ部59の上に形成される。かさ上げ部59は管継手31の場合と同様に適宜厚さの軟質ゴム層で形成される。これによって、管端水膨張部57における内筒部52側の面の方が穴縁水膨張部58の面よりも低く設定され、管端水膨張部57の周囲に、管端水膨張部57を取り囲む非吸水性の段差部が形成された状態になる。   The hole edge water expansion portion 58 is formed on the raised portion 59 that increases the thickness of the inner surface flange portion 53. As in the case of the pipe joint 31, the raised portion 59 is formed of a soft rubber layer having an appropriate thickness. Accordingly, the surface of the pipe end water expansion portion 57 on the inner cylinder portion 52 side is set lower than the surface of the hole edge water expansion portion 58, and the pipe end water expansion portion 57 is provided around the pipe end water expansion portion 57. A state of forming a non-water-absorbing step portion that surrounds is formed.

このような構成の管継手31とベルマウス51の寸法とねじ山(雌ねじ34、雄ねじ54)は、螺旋波付き管12との関係でつぎのように設定する。すなわち、管継手31の外筒部32の内径と雌ねじ34のピッチや高さ、ベルマウス51の内筒部52の外径と雄ねじ54のピッチや高さは、螺旋波付き管12の製造会社ごとの寸法差を吸収できるように設定する。特に、管継手31における膨張前の管体外水膨張部36の表面と、この管継手31を嵌めた螺旋波付き管12の表面との間に、管継手31の軸方向の外面鍔部33の反対側の端から外面鍔部33側の端まで水分を通す水分通路15を形成する(図5参照)。水分通路15の態様は管体外水膨張部36の性能を考慮して設定する。 The dimensions of the pipe joint 31 and the bell mouth 51 and the thread (the female thread 34 and the male thread 54) having such a configuration are set as follows in relation to the spiral wave-attached pipe 12. That is, the inner diameter of the outer cylindrical portion 32 of the pipe joint 31 and the pitch and height of the female screw 34, and the outer diameter of the inner cylindrical portion 52 of the bell mouth 51 and the pitch and height of the male screw 54 are determined by the manufacturing company of the spiral wave tube 12. Set to absorb the dimensional difference of each. In particular, between the surface of the pipe external water expansion portion 36 before expansion in the pipe joint 31 and the surface of the pipe 12 with the helical wave fitted with the pipe joint 31, the outer surface flange portion 33 in the axial direction of the pipe joint 31. A moisture passage 15 through which moisture passes from the opposite end to the outer flange 33 side end is formed (see FIG. 5). The mode of the moisture passage 15 is set in consideration of the performance of the extra-tubular water expansion section 36.

螺旋波付き管12の寸法差を吸収しつつ水分通路15を形成するとともに、接続作業に際しての螺合の簡単化をはかるため、管継手31の雌ねじ34のピッチ数は少なくするとよい。たとえば図3に示したように雌ねじ34のピッチ数を1ピッチ程度にすることができる。ベルマウス51の雄ねじ54も接続作業に際しての螺合の簡単化をはかるためピッチ数は少なく設定するとよいが、耐引張性を確保するためには雄ねじ54のピッチ数は1ピッチよりも多く、たとえば図4に示したように2ピッチ程度とするとよい。 In order to form the moisture passage 15 while absorbing the dimensional difference of the pipe 12 with the spiral wave and to simplify the screwing at the time of the connection work, the pitch number of the female thread 34 of the pipe joint 31 may be reduced. For example, as shown in FIG. 3, the pitch number of the internal thread 34 can be reduced to about one pitch. The male screw 54 of the bell mouth 51 may be set to a small number of pitches in order to simplify the screwing at the time of connection work. However, in order to ensure tensile resistance, the pitch number of the male screws 54 is larger than one pitch. As shown in FIG. 4, it is good to have about 2 pitches.

以上のような管継手31とベルマウス51で構成する管体接続構造11では、つぎのようにして螺旋波付き管12の接続を行う。この接続は取り付け段階と吸水段階を経て完了する。   In the pipe connection structure 11 constituted by the pipe joint 31 and the bell mouth 51 as described above, the spiral wave-attached pipe 12 is connected as follows. This connection is completed through an installation stage and a water absorption stage.

取り付け段階は図6に示した(a)〜(d)の各工程からなる。まず螺旋波付き管12の接続する側の端部に管継手31を嵌める(図6(a))。嵌める際には外面鍔部33と反対側の端部を螺旋波付き管12の端部に向けて行う。嵌合は、水分通路15を有するため簡単に、軽い力で回転して行える。つぎに管継手31を嵌めて端部を露出した螺旋波付き管12を貫通穴22に嵌める(図6(b))。つづいて貫通穴22の反対側、つまり内面側に出る螺旋波付き管12の端部に、ベルマウス51の内筒部52を挿入する(図6(c))。内筒部52の挿入はベルマウス51を回転しながら行い、螺旋波付き管12の端部がベルマウス51の内面鍔部53の管端水膨張部57に当たるまで行う。管端水膨張部57を構成する止水材が不織布で構成されているので一定の形態を維持し強靭であるので、螺旋波付き管12の端部が強く当たっても水膨張性を確保できる。最後に、ベルマウス51の内面鍔部53を貫通穴22の周囲に当てて管継手31を締める方向に回転して、ベルマウス51の内面鍔部53と管継手31の外面鍔部33で、貫通穴22の周囲を内外に締め付ける(図5参照)。このように管継手31とベルマウス51による取り付け作業は大きな力を要せずに極めて容易に行える。   The attachment stage includes the steps (a) to (d) shown in FIG. First, the pipe joint 31 is fitted to the end portion on the side to which the pipe 12 with the spiral wave is connected (FIG. 6A). When fitting, the end opposite to the outer flange 33 is directed toward the end of the spiral wave tube 12. Since the fitting has the moisture passage 15, the fitting can be easily performed by rotating with a light force. Next, the pipe 12 with the spiral wave with the pipe joint 31 fitted and the end exposed is fitted into the through hole 22 (FIG. 6B). Subsequently, the inner cylinder portion 52 of the bell mouth 51 is inserted into the end portion of the spiral wave-attached tube 12 that protrudes on the opposite side of the through hole 22, that is, on the inner surface side (FIG. 6C). The inner cylinder portion 52 is inserted while rotating the bell mouth 51 until the end portion of the spiral wave-attached tube 12 hits the tube end water expansion portion 57 of the inner surface flange portion 53 of the bell mouth 51. Since the water stop material constituting the pipe end water expansion portion 57 is made of nonwoven fabric, it maintains a certain form and is strong, so that even if the end portion of the spiral wave-attached tube 12 hits strongly, water expandability can be secured. . Finally, the inner flange 53 of the bell mouth 51 is applied to the periphery of the through hole 22 and rotated in the direction of tightening the pipe joint 31, so that the inner flange 53 of the bell mouth 51 and the outer flange 33 of the pipe joint 31 are The periphery of the through hole 22 is tightened inward and outward (see FIG. 5). As described above, the attachment work by the pipe joint 31 and the bell mouth 51 can be performed very easily without requiring a large force.

このような取り付け段階のあとに、地中箱21を地中に埋めると、土中の水分を吸収する吸水段階に移行する。吸水段階では、まず、図5に示したように管継手31と螺旋波付き管12の間に水分通路15を有した状態の管体外水膨張部36に対して、水分通路15に進入する水分が作用し、管体外水膨張部36を膨張させる。管体外水膨張部36は水分通路15への水分の進入に従って全体にわたって膨張する。この膨張によって螺旋波付き管12は主に外周方向から圧縮され、管継手31との位置関係が固定される。 When the underground box 21 is buried in the ground after such an attachment stage, the process proceeds to a water absorption stage that absorbs moisture in the soil. In the water absorption stage, first, as shown in FIG. 5, the moisture that enters the moisture passage 15 with respect to the water expansion portion 36 outside the tubular body having the moisture passage 15 between the pipe joint 31 and the spiral wave-attached tube 12. Acts to expand the outside-tube water expansion portion 36. The pipe outside water expansion part 36 expands as a whole as the moisture enters the moisture passage 15. By this expansion, the spiral wave tube 12 is compressed mainly from the outer peripheral direction, and the positional relationship with the pipe joint 31 is fixed.

このように管体外水膨張部36が膨張するのと同期して、管継手31とベルマウス51の穴縁水膨張部38,58はその存在位置と大きさゆえに、土中の水分の作用によっていち早く迅速に膨張し、管継手31とベルマウス51による貫通穴22の周囲を締め付ける力を強力に発揮するとともに、貫通穴22と外部との間の止水を行う。この止水は、穴縁水膨張部38,58を構成する止水材が不織布で構成されているので一定の形態を維持し強靭であるうえに、穴縁水膨張部38,58の背面側に軟質ゴム層からなるかさ上げ部39,59を有するので、穴縁水膨張部38,58が膨張した締め付け時に軟質ゴム層が圧縮されて変形しつつも反発力を有する。このため、より強固で良好な止水状態となる。 In synchronism with the expansion of the pipe outside water expansion part 36 in this way, the hole edge water expansion parts 38 and 58 of the pipe joint 31 and the bell mouth 51 are caused by the action of moisture in the soil because of their location and size. It quickly expands quickly and exerts a strong force for tightening the periphery of the through hole 22 by the pipe joint 31 and the bell mouth 51, and performs water stop between the through hole 22 and the outside. Since the water stop material which comprises the hole edge water expansion parts 38 and 58 is comprised with the nonwoven fabric, this water stop maintains a fixed form and is strong, and also the back side of the hole edge water expansion parts 38 and 58 Since the raised portions 39 and 59 made of a soft rubber layer are provided, the soft rubber layer has a repulsive force while being compressed and deformed when the hole edge water expansion portions 38 and 58 are tightened. For this reason, it becomes a stronger and better water stop state.

管体外水膨張部36を膨張させた水分は、図7に示したように、螺旋波付き管12の外周面を伝って奥へと移動して管端水膨張部57に達し、管端水膨張部57と管体内水膨張部56を膨張させる。管端水膨張部57と管体内水膨張部56は一体であるので、一連の膨張が極めて円滑に行われる。管端水膨張部57の周囲にはかさ上げ部59からなる段差部が形成されているので、進入する水分を効率よく管端水膨張部57と管体内水膨張部56の膨張に利用することができる。管端水膨張部57と管体内水膨張部56は、主に管体外水膨張部36を膨張させた水分で膨張させられるが、たとえばベルマウス51の螺合の仕方などの状態によってはベルマウス51の穴縁水膨張部58を膨張させた水分によっても膨張させられる場合がある。   As shown in FIG. 7, the water that has expanded the pipe external water expansion section 36 travels back along the outer peripheral surface of the spiral wave-attached pipe 12, reaches the pipe end water expansion section 57, and reaches the pipe end water expansion section 57. The expansion part 57 and the tubular water expansion part 56 are expanded. Since the pipe end water expansion part 57 and the pipe internal water expansion part 56 are integrated, a series of expansions are performed extremely smoothly. Since the stepped portion including the raised portion 59 is formed around the pipe end water expansion portion 57, the moisture that enters is efficiently used for the expansion of the pipe end water expansion portion 57 and the tubular water expansion portion 56. Can do. The pipe end water expansion part 57 and the pipe internal water expansion part 56 are mainly inflated by the water that has expanded the pipe external water expansion part 36. For example, depending on the manner in which the bell mouth 51 is screwed, the bell mouth In some cases, the hole edge water expansion portion 51 may be expanded by the expanded water.

管端水膨張部57の膨張によって螺旋波付き管12の端部は図7に仮想線で示したように主に管継手31方向に荷重がかけられるとともに、管体内水膨張部56の膨張によって螺旋波付き管12は、内周側から外周側に広がる方向に荷重をかけられ、図1に示したように管継手31で覆われた部分の螺旋波付き管12の外周面全体とベルマウス51が挿入された部分の螺旋波付き管12の端部と内周面で止水がなされる。   By the expansion of the pipe end water expansion portion 57, the end of the spiral wave-equipped tube 12 is loaded mainly in the direction of the pipe joint 31 as shown by the phantom line in FIG. The spiral wave tube 12 is loaded in a direction extending from the inner peripheral side to the outer peripheral side, and the entire outer peripheral surface of the spiral wave tube 12 covered with the pipe joint 31 as shown in FIG. Water is stopped at the end of the spiral wave tube 12 and the inner peripheral surface of the portion where 51 is inserted.

このように地中箱21の貫通穴22に対する螺旋波付き管12の接続状態は、管継手31とベルマウス51による挟持と、各水膨張部36,38,56,57,58の膨張圧力によって強力に保持される。しかも、各水膨張部36,38,56,57,58は異なる方向に膨張し、特に管端水膨張部57は螺旋波付き管12の端部を管継手31方向に押し付ける力を生むので、一方向への膨張のみで螺旋波付き管12に密着して止水する場合と比べて各部で高度の止水が行え、この結果十分な止水性を得られる。   Thus, the connection state of the pipe 12 with the spiral wave to the through hole 22 of the underground box 21 is determined by the clamping between the pipe joint 31 and the bell mouth 51 and the expansion pressure of each of the water expansion portions 36, 38, 56, 57, 58. Strongly held. In addition, each of the water expansion portions 36, 38, 56, 57, 58 expands in different directions, and in particular, the pipe end water expansion portion 57 generates a force that presses the end of the spiral wave tube 12 toward the pipe joint 31. Compared with the case where the water is tightly attached to the spiral wave tube 12 only by expansion in one direction, water can be stopped at a high degree in each part, and as a result, sufficient water stoppage can be obtained.

止水については、管体外水膨張部36による螺旋波付き管12の外周側での止水に加えて、管体内水膨張部56による螺旋波付き管12の内周側での止水も行うので、十分な止水性が得られる。しかも水分通路15を備えているので、螺旋波付き管12の端部と内周側の止水は確実に行える。   As for the water stop, in addition to the water stop on the outer peripheral side of the spiral wave-equipped tube 12 by the pipe external water expansion portion 36, the water stop on the inner peripheral side of the spiral wave-attached tube 12 by the pipe internal water expansion portion 56 is also performed. As a result, sufficient water stoppage can be obtained. In addition, since the moisture passage 15 is provided, water can be reliably stopped at the end of the spiral wave-attached tube 12 and the inner peripheral side.

以下、他の例について説明する。この説明において前述と同一の構成ついては同一の符号を付してその詳しい説明を省略する。
図8は、螺旋波付き管12を貫通穴22に直接接続するのではなく、受け継手71を介して接続する構成の管体接続構造11の分解状態を示す片側断面図であり、貫通穴22に対する受け継手71の接続に、前述の管継手31とベルマウス51を用いた例を示している。つまり、受け継71がこの発明の管体に相当する。
Other examples will be described below. In this description, the same components as those described above are denoted by the same reference numerals, and detailed description thereof is omitted.
FIG. 8 is a half sectional view showing a disassembled state of the tube connection structure 11 having a configuration in which the tube 12 with spiral wave is not directly connected to the through hole 22 but is connected via the receiving joint 71. The example which used the above-mentioned pipe joint 31 and the bell mouth 51 for the connection of the receiving joint 71 with respect to is shown. In other words, it is receiving joint hands 71 corresponds to the tube of the present invention.

受け継手71は、螺旋波付き管12の端部に固定された差し込み継手72を受ける遊端側部分71aを有するもの、貫通穴22に接続される基端側部分71bは螺旋波付き管12と同様の構成であるので、管継手31とベルマウス51は前述と同様に構成される。   The receiving joint 71 has a free end side portion 71 a that receives the insertion joint 72 fixed to the end of the spiral wave-attached tube 12, and the proximal end portion 71 b connected to the through hole 22 is the same as the spiral wave-attached tube 12. Since it is the same structure, the pipe joint 31 and the bell mouth 51 are comprised similarly to the above-mentioned.

図9は、土圧がかかっても止水性を維持できるように構成した管体接続構造11を示す断面図であり、管継手31の外面鍔部33よりも内周側の部位に、貫通穴22に進入する筒状の突部75を備えている。突部75の外周側には貫通穴22との間をシールする環状のパッキン76が備えられている。この管体接続構造11は、螺旋波付き管12を貫通穴22に対して直接接続するものであり、管継手31とベルマウス51は前述と同様に構成される。   FIG. 9 is a cross-sectional view showing the tubular body connection structure 11 configured to maintain water-stopping performance even when earth pressure is applied. A through-hole is formed in a portion on the inner peripheral side of the outer surface flange portion 33 of the pipe joint 31. 22 is provided with a cylindrical projecting portion 75 that enters 22. An annular packing 76 that seals between the projecting portion 75 and the through hole 22 is provided on the outer peripheral side of the projecting portion 75. This tube connection structure 11 directly connects the tube 12 with a spiral wave to the through hole 22, and the tube joint 31 and the bell mouth 51 are configured in the same manner as described above.

この発明の構成と前述の一形態の構成との対応において、
この発明の管体は、前述の螺旋波付き管12、受け継手71に対応するも、
この発明は前述の構成のみに限定されるものではなく、その他の構成を採用することができる。
In correspondence between the configuration of the present invention and the configuration of the above-described embodiment,
The tubular body of the present invention corresponds to the above-described spiral wave-equipped tube 12 and the receiving joint 71.
The present invention is not limited to the above-described configuration, and other configurations can be adopted.

11…管体接続構造
12…螺旋波付き管
15…水分通路
22…貫通穴
31…管継手
32…外筒部
33…外面鍔部
34…雌ねじ
35…当接面
36…管体外水膨張部
51…ベルマウス
52…内筒部
53…内面鍔部
54…雄ねじ
55…当接面
56…筒体内水膨張部
57…管端水膨張部
58…穴縁水膨張部
59…かさ上げ部
71…受け継手
DESCRIPTION OF SYMBOLS 11 ... Tube connection structure 12 ... Pipe with spiral wave 15 ... Moisture passage 22 ... Through-hole 31 ... Pipe joint 32 ... Outer cylinder part 33 ... Outer surface flange part 34 ... Female thread 35 ... Abutting surface 36 ... Tube outer water expansion part 51 ... Bellmouth 52 ... Inner cylinder part 53 ... Inner collar part 54 ... Male screw 55 ... Abutting surface 56 ... In-cylinder water expansion part 57 ... Pipe end water expansion part 58 ... Hole edge water expansion part 59 ... Uplift part 71 ... Receiver Fitting

Claims (9)

管体の外周面に螺合する雌ねじを内周面に有し前記管体の外周面に嵌る外筒部と、該外筒部の軸方向の一端において外周方向に張り出して接続対象である貫通穴の周囲に当接する当接面を有する外面鍔部を備えた管継手と、前記管体の内周面に螺合する雄ねじを外周面に有し前記管体内に挿入される内筒部と、該内筒部の軸方向の一端において外周方向に張り出して前記貫通穴の周囲に当接する当接面を有する内面鍔部を備えたベルマウスを用いて前記管体を前記貫通穴に接続する管体接続構造であって、
前記管継手の外筒部の内周面に、水分の吸収により膨張する管体外水膨張部が形成されるとともに、
前記ベルマウスの内筒部の外周面に、水分の吸収により膨張する管体内水膨張部が形成された
管体接続構造。
An outer cylinder part that has a female screw threadedly engaged with the outer peripheral surface of the tubular body on the inner peripheral surface, and a penetration that projects in the outer peripheral direction at one end in the axial direction of the outer cylindrical part and is a connection target A pipe joint having an outer surface flange portion having an abutting surface that abuts the periphery of the hole, and an inner cylinder portion having an external thread on the outer peripheral surface to be screwed into the inner peripheral surface of the pipe body and inserted into the pipe body The tubular body is connected to the through-hole using a bell mouth provided with an inner flange that has an abutment surface that protrudes in the outer peripheral direction at one end in the axial direction of the inner cylindrical portion and abuts the periphery of the through-hole. A tube connection structure,
On the inner peripheral surface of the outer tube portion of the pipe joint, a tube outer water expansion portion that expands due to moisture absorption is formed,
A tubular body connection structure in which a tubular water expansion portion that expands by absorbing moisture is formed on the outer peripheral surface of the inner cylinder portion of the bell mouth.
前記内面鍔部における前記管体の端部が対向する内周側部位に、水分の吸収により膨張する管端水膨張部が形成された
請求項1に記載の管体接続構造。
The tube body connection structure according to claim 1, wherein a tube end water expansion portion that expands due to moisture absorption is formed at an inner peripheral side portion of the inner surface flange portion where an end portion of the tube body is opposed.
前記管継手における膨張前の前記管体外水膨張部の表面と前記管継手を嵌めた前記管体の表面との間に、前記管継手の軸方向の前記外面鍔部の反対側の端から前記外面鍔部側の端まで水分を通す水分通路を有する
請求項1または請求項2に記載の管体接続構造。
Between the surface of the pipe external water expansion portion before expansion in the pipe joint and the surface of the pipe body fitted with the pipe joint, from the opposite end of the outer surface flange portion in the axial direction of the pipe joint The tubular body connection structure according to claim 1 or 2, further comprising a moisture passage through which moisture passes to an end on the outer surface flange side.
管体の内周面に螺合する雄ねじを外周面に有し前記管体内に挿入される内筒部と、該内筒部の軸方向の一端において外周方向に張り出して接続対象である貫通穴の周囲に当接する当接面を有する内面鍔部を備えたベルマウスであって、
前記内筒部の外周面に、水分の吸収により膨張する管体内水膨張部が形成された
ベルマウス。
An inner cylinder portion that has an external thread on the outer peripheral surface that is threadedly engaged with the inner peripheral surface of the tube body, and a through-hole that projects in the outer peripheral direction at one end in the axial direction of the inner cylinder portion and is to be connected A bell mouth provided with an inner flange having an abutting surface that abuts on the periphery of
A bell mouth in which a tubular water expansion portion that expands by absorbing moisture is formed on the outer peripheral surface of the inner cylinder portion.
前記内面鍔部における前記管体の端部が対向する内周側部位に、水分の吸収により膨張する管端水膨張部が形成された
請求項4に記載のベルマウス。
The bell mouth of Claim 4 in which the pipe end water expansion | swelling part which expand | swells by absorption of a water | moisture content was formed in the inner peripheral side site | part which the edge part of the said tubular body opposes in the said inner surface collar part.
前記管体内水膨張部と前記管端水膨張部が一体である
請求項5に記載のベルマウス。
The bell mouth according to claim 5, wherein the pipe body water expansion portion and the pipe end water expansion portion are integrated.
前記当接面に、水分の吸収により膨張する穴縁水膨張部が形成された
請求項4から請求項6のうちいずれか一項に記載のベルマウス。
The bell mouth as described in any one of Claims 4-6 in which the hole edge water expansion part which expand | swells by absorption of a water | moisture content was formed in the said contact surface.
前記穴縁水膨張部が前記内面鍔部の厚さを厚くするかさ上げ部の上に形成され、
前記管端水膨張部における前記内筒部側の面の方が、前記穴縁水膨張部の面よりも低く設定された
請求項7に記載のベルマウス。
The hole edge water expansion portion is formed on a raised portion that increases the thickness of the inner surface flange,
The bell mouth according to claim 7, wherein a surface of the pipe end water expansion portion on the inner tube portion side is set lower than a surface of the hole edge water expansion portion.
管体の外周面に螺合する雌ねじを内周面に有し前記管体の外周面に嵌る外筒部と、該外筒部の軸方向の一端において外周方向に張り出して接続対象である貫通穴の周囲に当接する当接面を有する外面鍔部を備えた管継手と、前記管体の内周面に螺合する雄ねじを外周面に有し前記管体内に挿入される内筒部と、該内筒部の軸方向の一端において外周方向に張り出して前記貫通穴の周囲に当接する当接面を有する内面鍔部を備えたベルマウスを用いて前記管体を前記貫通穴に接続する管体接続方法であって、
前記管継手の外筒部の内周面と前記ベルマウスの内筒部の外周面に形成された、水分の吸収により膨張する水膨張部のうち、前記管継手の外筒部の内周面の管体外水膨張部を膨張させた後、前記管体外水膨張部を膨張させた水分で前記ベルマウスの内筒部の外周面の管体内水膨張部を膨張させる
管体接続方法。
An outer cylinder part that has a female screw threadedly engaged with the outer peripheral surface of the tubular body on the inner peripheral surface, and a penetration that projects in the outer peripheral direction at one end in the axial direction of the outer cylindrical part and is a connection target A pipe joint having an outer surface flange portion having an abutting surface that abuts the periphery of the hole, and an inner cylinder portion having an external thread on the outer peripheral surface to be screwed into the inner peripheral surface of the pipe body and inserted into the pipe body The tubular body is connected to the through-hole using a bell mouth provided with an inner flange that has an abutment surface that protrudes in the outer peripheral direction at one end in the axial direction of the inner cylindrical portion and abuts the periphery of the through-hole. A tube connection method,
Of the water expansion parts that are formed on the inner peripheral surface of the outer cylinder part of the pipe joint and the outer peripheral surface of the inner cylinder part of the bell mouth and expand by absorption of moisture, the inner peripheral surface of the outer cylinder part of the pipe joint A tubular body connecting method for expanding the tubular water expansion portion on the outer peripheral surface of the inner cylinder portion of the bell mouth after the tubular tubular water expansion portion is expanded.
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Citations (8)

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JPH11266519A (en) * 1998-03-17 1999-09-28 Totaku Kogyo Kk Connector for attachment of spiral pipe to wall
JP2001090884A (en) * 1999-09-20 2001-04-03 Tatsuki Kenzai Kogyo Kk Fep pipe connecting method
JP2002195460A (en) * 2000-12-27 2002-07-10 Kana Flex Corporation Kk Coupler for connection
JP2007262841A (en) * 2006-03-29 2007-10-11 Furukawa Electric Co Ltd:The Mounting structure of tubular body in piping box
JP2008014456A (en) * 2006-07-07 2008-01-24 Kyowa Rubber Kk Tube joint
JP2009136145A (en) * 2008-12-26 2009-06-18 Furukawa Electric Co Ltd:The Tube jointing method in piping box
JP2014207752A (en) * 2013-04-11 2014-10-30 共和ゴム株式会社 Pipe connection structure
JP2015006042A (en) * 2013-06-19 2015-01-08 昌史 岸上 Connection method or connection structure of pipe material

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH11266519A (en) * 1998-03-17 1999-09-28 Totaku Kogyo Kk Connector for attachment of spiral pipe to wall
JP2001090884A (en) * 1999-09-20 2001-04-03 Tatsuki Kenzai Kogyo Kk Fep pipe connecting method
JP2002195460A (en) * 2000-12-27 2002-07-10 Kana Flex Corporation Kk Coupler for connection
JP2007262841A (en) * 2006-03-29 2007-10-11 Furukawa Electric Co Ltd:The Mounting structure of tubular body in piping box
JP2008014456A (en) * 2006-07-07 2008-01-24 Kyowa Rubber Kk Tube joint
JP2009136145A (en) * 2008-12-26 2009-06-18 Furukawa Electric Co Ltd:The Tube jointing method in piping box
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JP2015006042A (en) * 2013-06-19 2015-01-08 昌史 岸上 Connection method or connection structure of pipe material

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