JP2003027514A - Pipe passage member - Google Patents
Pipe passage memberInfo
- Publication number
- JP2003027514A JP2003027514A JP2001216432A JP2001216432A JP2003027514A JP 2003027514 A JP2003027514 A JP 2003027514A JP 2001216432 A JP2001216432 A JP 2001216432A JP 2001216432 A JP2001216432 A JP 2001216432A JP 2003027514 A JP2003027514 A JP 2003027514A
- Authority
- JP
- Japan
- Prior art keywords
- rib
- pipe
- ribbed
- ribs
- inflow
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Granted
Links
Landscapes
- Sewage (AREA)
- Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
- Protection Of Pipes Against Damage, Friction, And Corrosion (AREA)
Abstract
Description
【発明の詳細な説明】
【0001】
【産業上の利用分野】この発明は管路部材に関し、特に
たとえばリブ付部分とリブなし部分とを有する管路部材
に関する。
【0002】
【従来の技術】管路が敷設された地盤が地震等により液
状化すると、液状化した領域において管路が浮上し、管
路の蛇行や破損を生じるおそれがある。
【0003】そこで、従来では、図9に示すように、リ
ブ1の形成された高強度のリブ付管2で管路を構成し、
これを砕石3で埋め戻すことによって、その周辺地盤4
の液状化を抑制するようにしていた。そして、管路を構
成する部材のうちマンホール5等のようなリブの形成さ
れないリブなし構造物については、砕石3による損傷を
防止するために、砂6で埋め戻すようにしていた。
【0004】
【発明が解決しようとする課題】従来技術では、埋め戻
し材が2種類(砕石3および砂6)必要であったので、
それらの手配,搬入,保管等が面倒であるという問題が
あった。また、これらの埋め戻し材を用いる箇所を区別
する必要があったので、施工性が悪いという問題もあっ
た。
【0005】それゆえに、この発明の主たる目的は、す
べて砕石埋め戻しすることができ、施工性を向上でき
る、管路部材を提供することである。
【0006】
【課題を解決するための手段】この発明は、リブ付部分
とリブなし部分とを有する管路部材であって、リブなし
部分に保護材を装着した、管路部材である。
【0007】
【作用】リブなし部分には保護材が装着されているの
で、リブなし部分を埋め戻すときに、砕石の突起がリブ
なし部分に直接当たる心配はない。また、砕石によりリ
ブなし部分に作用する集中荷重が保護材によって緩和さ
れる。したがって、リブなし部分も含めて、すべて砕石
で埋め戻しできる。
【0008】
【発明の効果】この発明によれば、すべて砕石で埋め戻
すことができるので、従来のように2種類の埋め戻し材
(砕石および砂)を準備する必要がなく、これらの埋め
戻し材を用いる箇所を区別する必要もない。したがっ
て、施工性を飛躍的に向上することができる。
【0009】この発明の上述の目的,その他の目的,特
徴および利点は、図面を参照して行う以下の実施例の詳
細な説明から一層明らかとなろう。
【0010】
【実施例】図1に示すこの実施例の管路部材10は、下
水管路中に設けられるマンホールであり、液状化のおそ
れがある地盤に埋設されるため砕石埋め戻しされるもの
である。管路部材10は、マンホール本体12,リブ付
流入部14,リブ付流出部16および保護材18を含
む。
【0011】マンホール本体12は、塩化ビニル等の合
成樹脂からなり、たとえば略有底円筒状に形成される。
マンホール本体12の側壁には下水をマンホール本体1
2に流入させる流入口20と流出させる流出口22とが
設けられる。流入口20は所定口径を有して、拡径受口
として形成され、流出口22は所定口径を有して差口と
して形成されている。また、マンホール本体12の上端
部には、使用時に立上管52(図5)の下端部が差し込
まれるゴム輪受口24が設けられる。ゴム輪受口24に
はゴム輪受容部26が形成され、ゴム輪受容部26の内
面にはゴム輪(図示せず)が装着されている。そして、
流入口20および流出口22にはリブ付管と接続可能な
ようにそれぞれリブ付流入部14およびリブ付流出部1
6が設けられる。
【0012】リブ付流入部14は、塩化ビニル等の合成
樹脂からなり、略筒状に形成される。リブ付流入部14
の外面には、軸方向に間隔を隔てて複数の周方向リブ2
8が形成されている。リブ付流入部14は、流入口20
の基部とほぼ同じ内径を有する直管部30を含み、直管
部30の一方端部には、使用時にリブ付管32(図5)
の差口34が差し込まれる拡径受口36が形成される。
また、リブ付流入部14は、図2から分かるように、こ
の実施例ではプレーン短管38を介して流入口20に接
続されるため、直管部30の他方端部は、プレーン短管
38の外径とほぼ同じ内径に拡径される。プレーン短管
38は流入口20の基部および直管部30の内径とほぼ
同じ内径を有する。プレーン短管38の他方端部は、流
入口20の拡径受口20aに適合するように、流入口2
0の拡径受口20aの内径とほぼ同じ外径に拡径され
る。そして、プレーン短管38の両端部はそれぞれリブ
付流入部14の他方端部および流入口20の拡径受口2
0aに差し込まれて、プレーン短管38の一方端部外面
とリブ付流入部14の他方端部内面とが接着接合され、
プレーン短管38の他方端部外面と流入口20の拡径受
口20a内面とが接着接合される。このようなプレーン
短管38を介在させることによって、流入口20とリブ
付流入部14とが内面ほぼ平滑に接続される。
【0013】リブ付流出部16は、塩化ビニル等の合成
樹脂からなり、略筒状に形成される。リブ付流出部16
の外面には、軸方向に間隔を隔てて複数の周方向リブ4
0が形成されている。リブ付流出部16は、流出口22
とほぼ同じ内径を有する直管部42を含み、直管部42
の一方端部は、図3から分かるように、流出口22の外
径とほぼ同じ内径に拡径される。リブ付流出部16の一
方端部には、流出口22が差し込まれて、リブ付流出部
16の一方端部内面と流出口22の外面とが接着接合さ
れる。また、直管部42の他方端部は差口44とされ、
差口44の外面の所定のリブ40間には、ゴム輪46が
装着される。リブ付流出部16の差口44は、使用時に
は、リブ付管48(図5)の拡径受口50に差し込まれ
る。
【0014】保護材18は、リブなし部分を保護するた
めのものである。保護材18は、図4(A)に示すよう
に、シート状に形成され、図4(B)からわかるよう
に、スキン層54と発泡層56とを含む。スキン層54
は、ポリエチレン,ポリプロピレン,ゴム等からなり、
使用時に砕石58(図5)で埋め戻しても破れない程度
の強度を有する。発泡層56は、スキン層54の構成材
料の発泡体、たとえば発泡ポリエチレン,発泡ポリプロ
ピレン,発泡ゴム等からなり、この発泡層56によっ
て、砕石58からリブなし部分に作用する外力が緩和さ
れる。そして、適宜の形状およびサイズにされた適宜な
数の保護材18が、リブなし部分すなわちマンホール本
体12の外面全体を覆うようにして装着される。具体的
には、保護材18は、図2および図3からわかるよう
に、そのスキン層54が外面(砕石58側)になるよう
にして、側壁,流入口20および流出口22の外面に巻
き付けられ、図1に示すように、番線等の保持部材60
により固定される。また、同様にして、側壁の上端部お
よびゴム輪受口24の外面にも保護材18は装着され
る。なお、保護材18の装着(巻き付けおよび固定)方
法はリブなし部分を確実に保護できるものであれば任意
でよく、たとえば固定する際には紐,粘着テープおよび
接着剤等を用いてもよい。
【0015】この管路部材10を製造する際には、ま
ず、マンホール本体12,プレーン短管38,リブ付流
入部14,リブ付流出部16および適宜な数の保護材1
8等をそれぞれ準備する。
【0016】たとえば、マンホール本体12を製造する
際には、既製品のマンホールを準備する。既製マンホー
ルの流入口20は一般的にゴム輪受口として形成されて
いるので、ゴム輪受容部から先端部分を切断除去するこ
とによって拡径受口20aを形成する。プレーン短管3
8を製造する際には、流入口20と同じ内径を有する適
宜な長さのプレーンな短管を準備し、たとえばブロー成
形等によって他方端部の外径を拡径受口20aの内径と
ほぼ同じに拡径させる。リブ付流入部14を製造する際
には、流入口20と同じ内径を有するかつ一端に拡径受
口36および他端に差口が形成された適宜な長さのリブ
付短管を準備し、他方端部を二次加工することによっ
て、すなわち、たとえば加熱軟化させて適宜な金型を差
し込み、冷却養生することによって、他方端部内径をプ
レーン短管38の外径とほぼ同じに拡径させる。リブ付
流出部16を製造する際には、流出口22と同じ内径を
有するかつ両端が差口とされて他端差口44にゴム輪4
6の装着された適宜な長さのリブ付短管を準備し、一方
端部を二次加工することによって、一方端部内径を流出
口22の外径とほぼ同じに拡径させる。
【0017】次に、リブ付流入部14の他方端部にプレ
ーン短管38の一方端部を差し込んで接着接合するとと
もに、マンホール本体12の流入口20にプレーン短管
38の他方端部を差し込んで接着接合する。他方、マン
ホール本体12の流出口22をリブ付流入部16の一方
端部に差し込んで接着接合する。
【0018】そして、マンホール本体12のリブなし部
分すなわち側壁,流入口20,流出口22およびゴム輪
受口24等の外面全体を覆うことができるように、適宜
な数の保護材18を適宜な形状およびサイズに加工し
て、リブなし部分に巻き付け、適宜な数の保持部材60
によって固定する。
【0019】なお、この固定部材10の製造方法は上述
のものに限定されず適宜変更され得る。
【0020】図5を参照して、この管路部材10を用い
て下水管路を敷設する際には、地盤60に溝62を開削
し、この溝62内に管路部材10を配置する。そして、
下流側のマンホール(図示せず)から延びる流出管路の
先端にあるリブ付管48の拡径受口50にリブ付流出口
16の差口44を差し込んで接続する。一方、上流側の
マンホール(図示せず)へ延びる流入管路を構成するリ
ブ付管32の差口34を、リブ付流入口14の拡径受口
36に差し込んで接続する。なお、差口34には図示し
ないゴム輪が装着されている。他方、図示しない地表へ
延びる立上管52の下端部差口をゴム輪受口24に差し
込んで接続する。その後、砕石58を用いて溝62を所
定の深さまで埋め戻し、残りを土64で埋め戻す。
【0021】このように埋設された管路部材10におい
ては、砕石58の突起は、保護材18の外面(スキン層
54)に接触し、スキン層54により砕石58の食い込
みが阻止され、かつ、発泡層56により砕石58の突起
から作用する集中荷重や衝撃が緩和される。したがっ
て、リブなし部分であるマンホール本体12に割れや傷
が発生するおそれがない。
【0022】この実施例によれば、リブなし部分(マン
ホール本体12)を埋め戻すための埋め戻し材としても
砕石58を用いてすべて砕石埋め戻しすることができる
ので、従来技術のように2種類の埋め戻し材(砕石,
砂)を準備する必要がなく、これらの埋め戻し材を用い
る箇所を区別する必要もない。したがって、施工性を飛
躍的に向上することができる。
【0023】また、既製品にリブ付管と接続可能なリブ
付流入部14およびリブ付流出部16を設け、リブなし
部分を保護材18で保護するだけでよいので、リブなし
部分を二重構造としたり、リブ形状を施したり、あるい
はすべてリブ付の一体成形品とするために複雑な金型を
開発したりする必要が無く、安価に製造できる。
【0024】また、保護材18を予め装着しておくこと
により、施工現場で保護材18を装着しなくてよいので
作業時間を短縮できる。また、保護材18の装着状態の
品質管理も行うことができ、現場作業による品質のばら
つきを防止できる。
【0025】なお、マンホール本体12は、上述の実施
例で示したものに限定されず、任意の形状のものが適用
され得る。たとえば、流入口20および流出口22はそ
れぞれ複数形成されていてもよい。また、流入口20に
はゴム輪受口の先端部を切除した拡径受口20aが形成
されているが、流入口20はたとえば差口であってもよ
い。この場合には、プレーン短管38を介在させず、リ
ブ付流入口14の他方端部内径を流入口(差口)の外径
とほぼ同じに拡径させて、流入口20に直接に接着接合
する。
【0026】また、上述の各実施例では、保護材18
は、スキン層54と発泡層56の2層からなるものを示
しているが、保護材18はこれに限るものではなく、た
とえばスキン層54,発泡層56,スキン層54という
ような3層等に積層して構成されてもよい。
【0027】また、保護材18には、図6(A)に示す
ように、複数の切込み18aを入れて切込み部18bを
形成するようにしてもよい。この場合には、切込み部1
8bどうしを重ねることにより、その巻き付け具合を調
整できるので、保護材18に皺が寄るのを防ぐことがで
き、リブなし部分への装着が適切かつ容易となる。な
お、切込み部18bの形状等は適宜変更可能であり、た
とえば図6(B)および(C)に示すように、略三角形
状および略台形状等であってもよい。
【0028】さらに、保護材18には、図7(A)に示
すように、マンホール本体12に設けられた開口のうち
の1つ(流入口20または流出口22)が挿通される孔
18cが形成されてもよい。このような場合、マンホー
ル本体12の各開口に対応させて各保護材18が装着さ
れ、各保護材18がマンホール本体12の外面にこれを
覆うようにして取り付けられる。なお、マンホール40
の形状および開口数等は、図1に示すようなものに限定
されるものではなく、したがって、各保護材18の形状
や形成される孔18cの数等は、マンホール本体12の
形状および開口数等に対応させて構成される。さらにま
た、保護材18には、孔18cに代えて、図7(B)に
示すような放射状の切込み18dが形成されてもよい。
【0029】また、たとえば図7(C)に示すような保
護材18も用いられ得る。この保護材18は、マンホー
ル本体12の底部を覆うための第1保護部18eと、第
1保護部18eから放射状に延びる複数の第2保護部1
8fとを含み、第2保護部18fによりマンホール本体
12の側壁が覆われる。なお、この場合には、側壁から
突出して設けられる流入口20および流出口22の外面
は、他の保護材18を用いて保護する。
【0030】また、上述の各実施例では、マンホール本
体12の外面全体すなわちリブなし部分のすべてを保護
材18を用いて覆うようにしているが、保護材18を装
着するリブなし部分は、必要な部分だけでもよいのであ
って、リブなし部分のすべてでなくてもよい。つまり、
砕石58と接触しても鉛直方向の荷重が印加されなけれ
ば、リブなし部分に致命的な損傷が生じるおそれがない
ので、そのような鉛直方向荷重のかからないリブなし部
分には保護材18を装着しなくてもよい。たとえば、図
1実施例の管路部材10の場合であれば、立上管52の
接続されるゴム輪受口24等の外面には、保護材18は
装着されなくてもよい。
【0031】また、上述の各実施例では、管路部材10
はマンホールであったが、リブなし部分が保護材18で
保護される管路部材10としては、特定の管路部材(管
路構造物)に限定されるものではなく、任意の管路部材
が適用され得る。たとえば、管路部材10は、図8に示
すような自在継手であってもよい。
【0032】図8に示す他の実施例の管路部材10も、
液状化のおそれがある地盤に埋設されるため砕石埋め戻
しされるものであり、管路中に設けられる自在継手であ
る。この管路部材10は、自在継手本体70,自在継手
本体70をリブ付管と接続するためのリブ付流入部14
およびリブ付流出部16ならびにリブなし部分を保護す
るための保護材18を含む。
【0033】なお、この他の実施例の管路部材10にお
いても、リブ付流入部14,リブ付流出部16,プレー
ン短管38および保護材18等は、上述の図1実施例等
と同様にして構成されるので、重複する個所,製造方法
および施工方法等の説明は省略する。
【0034】自在継手本体70は、2つの管を接続角度
の変更可能なように互いに接続するためのものであり、
第1接続部72および第2接続部74を含む。第1接続
部72と第2接続部74とは、各々の軸線に対して所定
角度で傾斜する傾斜面Sで突き合せられ、両者が互いに
回動されることによって接続角度が変更される。なお、
この自在継手本体10も、図1実施例の場合と同様に、
塩化ビニル等の合成樹脂からなる既製品の自在継手から
製造され得る。
【0035】第1接続部72は、所定の内径を有し、一
方端部には拡径受口76が形成され、他方端部には差口
78が形成される。拡径受口76は、たとえばゴム輪受
口の先端部を切除することにより形成されたものであ
る。差口78の端部外面には、端面側からゴム輪装着溝
80,係止フランジ82およびがたつき防止フランジ8
4が形成される。ゴム輪装着溝80には第1接続部72
と第2接続部74との接合部をシールするゴム輪86が
装着される。また、拡径受口76の外面には、接続角度
を変更する際に把持される2つの取っ手88が設けられ
る。
【0036】第2接続部74は、第1接続部72と同じ
内径を有し、一方端部には受口90が形成され、他方端
部には差口92が形成される。受口90の内面には、ゴ
ム輪86が当接される止水面94が形成され、受口90
の端部内面には、係止フランジ82の外周縁に係合され
る係止溝96が形成される。また、第2接続部74の外
面の所定位置には、接続角度を変更する際に把持される
2つの取っ手98が設けられる。
【0037】この自在継手本体70においては、第1接
続部72の差口78が第2接続部74の受口90に差し
込まれ、差口78に形成された係止フランジ82と受口
90に形成された係止溝96とが嵌合される。そして、
拡径受口76および差口92には、図示しないリブ付管
と接続可能なようにそれぞれリブ付流入部14およびリ
ブ付流出部16が設けられる。
【0038】この管路部材10では、リブ付流入部14
の直管部30,プレーン短管38およびリブ付流出部1
6の直管部42は、第1接続部72および第2接続部7
4の内径と同じ内径を有し、また、プレーン短管38の
他方端部は第1接続部72の拡径受口76に適合するよ
うに拡径受口76の内径とほぼ同じ外径に拡径される。
【0039】そして、保護材18が、リブなし部分すな
わち自在継手本体70の外面全体を覆うようにして適宜
に装着される。具体的には、第1接続部72および第2
接続部74には別個の保護材18が保持部材60により
それぞれ装着される。第1接続部72と第2接続部74
の接合部分においては、たとえば、一方(第1接続部7
2)の保護材18の上に、他方(第2接続部74)の保
護材18が重ねられる。また、各保護材18には、それ
ぞれ取っ手88および98に対応して孔が形成されてお
り、取っ手88および98が保護材18外に突出するよ
うにされる。このように、別々の保護材18が接合部分
で重ね合わされた状態で第1接続部72と第2接続部7
4とが別々の保護材18で個別に覆われるので、管路部
材10は、保護材18を装着したままで、第1接続部7
2と第2接続部74とを互いに回動させることができ、
接続角度の変更を行うことができる。
【0040】この他の実施例によっても、リブなし部分
(自在継手本体70)を埋め戻すための埋め戻し材とし
ても砕石58を用いてすべて砕石埋め戻しすることがで
き、施工性を向上できる。
【0041】なお、自在継手本体70は、上述の実施例
(図8実施例)で示したものに限定されず、任意の形状
のものが適用され得る。また、この他の実施例の管路部
材10においても、保護材18は、上述の図1実施例と
同様に、たとえば3層に形成されたものや図6に示した
変形例等が適用され得るのは言うまでもない。
【0042】また、管路部材10は、たとえば、リブの
ない分岐継手部を有するリブ付管(枝付管),リブなし
分岐継手または桝等であってもよい。Description: BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a pipe member, and more particularly to a pipe member having, for example, a ribbed portion and a ribless portion. 2. Description of the Related Art When the ground on which a pipeline is laid is liquefied due to an earthquake or the like, the pipeline rises in the liquefied area, which may meander or break the pipeline. Therefore, conventionally, as shown in FIG. 9, a high-strength ribbed pipe 2 on which a rib 1 is formed constitutes a pipe line.
By burying this with crushed stone 3, the surrounding ground 4
Liquefaction was suppressed. And, among the members constituting the conduit, the ribless structure such as the manhole 5 where the rib is not formed is back-filled with the sand 6 in order to prevent damage due to the crushed stone 3. [0004] In the prior art, two types of backfill material (crushed stone 3 and sand 6) were required.
There was a problem that arranging, carrying in, and storing them were troublesome. In addition, there was a problem that the workability was poor because it was necessary to distinguish the locations where these backfill materials were used. [0005] Therefore, a main object of the present invention is to provide a pipe member in which all crushed stone can be backfilled and workability can be improved. SUMMARY OF THE INVENTION The present invention is a pipe member having a ribbed portion and a ribless portion, wherein the ribless portion is provided with a protective material. [0007] Since the protective material is attached to the ribless portion, there is no fear that the crushed stone directly hits the ribless portion when backfilling the ribless portion. In addition, the concentrated load acting on the ribless portion due to the crushed stone is reduced by the protective material. Therefore, all parts including the ribless part can be backfilled with crushed stone. According to the present invention, since all can be backfilled with crushed stone, there is no need to prepare two types of backfill material (crushed stone and sand) as in the prior art. There is no need to distinguish where the material is used. Therefore, the workability can be dramatically improved. The above objects, other objects, features and advantages of the present invention will become more apparent from the following detailed description of embodiments with reference to the drawings. A pipe member 10 of this embodiment shown in FIG. 1 is a manhole provided in a sewage pipe, and is buried in crushed stone because it is buried in the ground which may be liquefied. It is. The conduit member 10 includes a manhole body 12, a ribbed inflow portion 14, a ribbed outflow portion 16, and a protective member 18. The manhole body 12 is made of a synthetic resin such as vinyl chloride and is formed, for example, in a substantially cylindrical shape with a bottom.
The side wall of the manhole body 12 is filled with sewage.
An inflow port 20 for flowing into 2 and an outflow port 22 for outflow are provided. The inflow port 20 has a predetermined diameter and is formed as an enlarged diameter receiving port, and the outflow port 22 has a predetermined diameter and is formed as a port. The upper end of the manhole body 12 is provided with a rubber ring receiving port 24 into which the lower end of the rising pipe 52 (FIG. 5) is inserted when used. A rubber ring receiving portion 26 is formed in the rubber ring receiving port 24, and a rubber ring (not shown) is mounted on an inner surface of the rubber ring receiving portion 26. And
The inlet 20 and the outlet 22 have a ribbed inlet 14 and a ribbed outlet 1 so that they can be connected to a ribbed pipe, respectively.
6 are provided. The ribbed inflow portion 14 is made of a synthetic resin such as vinyl chloride and is formed in a substantially cylindrical shape. Inflow section 14 with rib
A plurality of circumferential ribs 2 are provided on the outer surface of the
8 are formed. The ribbed inflow portion 14 is provided with an inflow port 20.
Includes a straight tube portion 30 having substantially the same inner diameter as the base portion, and a ribbed tube 32 (FIG. 5) at one end of the straight tube portion 30 when used.
The enlarged diameter receiving port 36 into which the outlet 34 is inserted is formed.
In addition, as can be seen from FIG. 2, the ribbed inflow portion 14 is connected to the inflow port 20 through the plain short tube 38 in this embodiment, so that the other end of the straight tube portion 30 is connected to the plain short tube 38. The diameter is expanded to approximately the same inner diameter as the outer diameter of. The plain short pipe 38 has an inside diameter substantially the same as the inside diameter of the base of the inflow port 20 and the straight pipe section 30. The other end of the plain short pipe 38 is connected to the inlet 2 so as to fit with the enlarged diameter receiving port 20 a of the inlet 20.
The outer diameter is increased to substantially the same outer diameter as the inner diameter of the diameter expansion receiving port 20a. The two ends of the plain short pipe 38 are the other end of the inflow portion 14 with ribs and the enlarged diameter receiving port 2 of the inflow port 20, respectively.
0a, the outer surface of one end of the plain short pipe 38 and the inner surface of the other end of the ribbed inflow portion 14 are adhesively bonded,
The outer surface of the other end of the plain short tube 38 and the inner surface of the enlarged diameter receiving port 20 a of the inflow port 20 are bonded and bonded. By interposing such a plain short pipe 38, the inflow port 20 and the inflow portion 14 with ribs are connected substantially smoothly on the inner surface. The outflow portion 16 with ribs is made of a synthetic resin such as vinyl chloride and is formed in a substantially cylindrical shape. Outflow part 16 with rib
A plurality of circumferential ribs 4 are provided on the outer surface of the
0 is formed. The outflow portion 16 with the rib is provided with an outlet 22.
And a straight pipe portion 42 having substantially the same inner diameter as
As can be seen from FIG. 3, the one end of the outlet is expanded to an inner diameter substantially equal to the outer diameter of the outlet 22. An outlet 22 is inserted into one end of the outflow portion 16 with ribs, and the inner surface of one end of the outflow portion 16 with ribs and the outer surface of the outflow port 22 are bonded and bonded. In addition, the other end of the straight pipe portion 42 is a port 44,
A rubber ring 46 is mounted between predetermined ribs 40 on the outer surface of the spigot 44. In use, the spigot 44 of the ribbed outflow portion 16 is inserted into the enlarged diameter receiving port 50 of the ribbed tube 48 (FIG. 5). The protection member 18 is for protecting the ribless portion. The protection member 18 is formed in a sheet shape as shown in FIG. 4A, and includes a skin layer 54 and a foam layer 56 as can be seen from FIG. 4B. Skin layer 54
Consists of polyethylene, polypropylene, rubber, etc.
It has such a strength that it does not break even if it is backfilled with crushed stone 58 (FIG. 5) during use. The foam layer 56 is made of a foam of a constituent material of the skin layer 54, for example, foamed polyethylene, foamed polypropylene, foamed rubber, or the like, and the foamed layer 56 reduces external force acting on the crushed stone 58 on the portion without ribs. Then, an appropriate number of protective members 18 having an appropriate shape and size are attached so as to cover the portion without ribs, that is, the entire outer surface of the manhole body 12. Specifically, as can be seen from FIGS. 2 and 3, the protective material 18 is wound around the outer surfaces of the side wall, the inlet 20 and the outlet 22 such that the skin layer 54 is on the outer surface (crushed stone 58 side). As shown in FIG.
Is fixed by Similarly, the protective member 18 is also attached to the upper end of the side wall and the outer surface of the rubber ring socket 24. The method of mounting (wrapping and fixing) the protective material 18 may be any method as long as it can surely protect the portion without ribs. For example, a string, an adhesive tape, an adhesive, or the like may be used for fixing. In manufacturing the pipe member 10, first, the manhole body 12, the plain short pipe 38, the inflow portion 14 with ribs, the outflow portion 16 with ribs, and an appropriate number of protective materials 1 are provided.
Prepare 8 mag each. For example, when manufacturing the manhole body 12, a ready-made manhole is prepared. Since the inflow port 20 of the ready-made manhole is generally formed as a rubber ring receiving port, the enlarged diameter receiving port 20a is formed by cutting and removing the tip portion from the rubber ring receiving portion. Plain short pipe 3
In the manufacture of 8, a plain short pipe of an appropriate length having the same inner diameter as the inlet 20 is prepared, and the outer diameter of the other end is substantially equal to the inner diameter of the enlarged diameter receiving port 20 a by, for example, blow molding. Expand the same. When manufacturing the ribbed inflow portion 14, a ribbed short tube of an appropriate length having the same inner diameter as the inflow port 20 and having an enlarged diameter receiving port 36 at one end and a spout formed at the other end is prepared. The other end is subjected to secondary processing, that is, for example, by heating and softening, inserting an appropriate mold, and cooling and curing, so that the inner diameter of the other end is increased to substantially the same as the outer diameter of the plain short tube 38. Let it. When manufacturing the outflow portion 16 with ribs, the rubber ring 4 having the same inner diameter as the outflow port 22 and having both ends made into a spigot,
A short pipe with a rib having an appropriate length attached to 6 is prepared, and one end is subjected to secondary processing so that the inner diameter at one end is increased to be substantially the same as the outer diameter of the outlet 22. Next, one end of the plain short pipe 38 is inserted into the other end of the ribbed inflow portion 14 to be bonded and bonded, and the other end of the plain short pipe 38 is inserted into the inflow port 20 of the manhole body 12. Adhesive bonding. On the other hand, the outflow port 22 of the manhole main body 12 is inserted into one end of the inflow section 16 with ribs, and is bonded and bonded. An appropriate number of protective members 18 are provided so as to cover the entire outer surface of the manhole body 12 without ribs, that is, the side walls, the inlet 20, the outlet 22, and the rubber ring receiving port 24. It is processed into a shape and size, and is wound around a portion without ribs, and an appropriate number of holding members 60
Fixed by. The method of manufacturing the fixing member 10 is not limited to the above-described one, and can be changed as appropriate. Referring to FIG. 5, when laying a sewer pipe using this pipe member 10, a groove 62 is cut in the ground 60, and the pipe member 10 is arranged in the groove 62. And
The spigot 44 of the ribbed outlet 16 is inserted into and connected to the enlarged diameter receiving port 50 of the ribbed pipe 48 at the end of the outflow conduit extending from the downstream manhole (not shown). On the other hand, the spigot 34 of the ribbed pipe 32 constituting the inflow conduit extending to the manhole (not shown) on the upstream side is inserted and connected to the enlarged diameter receiving port 36 of the ribbed inlet 14. Note that a rubber ring (not shown) is attached to the outlet 34. On the other hand, the lower end spigot of the rising pipe 52 extending to the ground surface (not shown) is inserted into the rubber ring receiving port 24 and connected. Thereafter, the groove 62 is backfilled to a predetermined depth using the crushed stone 58, and the rest is backfilled with soil 64. In the pipe member 10 buried in this way, the projections of the crushed stones 58 come into contact with the outer surface (skin layer 54) of the protective material 18, and the skin layer 54 prevents the crushed stones 58 from biting. The foam layer 56 reduces the concentrated load and impact acting from the protrusions of the crushed stone 58. Accordingly, there is no possibility that the manhole body 12 which is the portion without the rib is cracked or scratched. According to this embodiment, all the crushed stones can be backfilled with the crushed stones 58 as the backfill material for backfilling the portion without the ribs (the manhole body 12). Backfill material (crushed stone,
There is no need to prepare sand and it is not necessary to distinguish where these backfills are used. Therefore, the workability can be dramatically improved. In addition, the ready-made product is provided with the ribbed inflow portion 14 and the ribbed outflow portion 16 which can be connected to the ribbed tube, and the ribless portion only needs to be protected by the protective material 18, so that the ribless portion is doubled. There is no need to develop a structure, to form a rib, or to develop a complicated mold to form an integrally molded product with all ribs, so that it can be manufactured at low cost. Further, by installing the protective material 18 in advance, the work time can be shortened because the protective material 18 does not need to be installed at the construction site. In addition, quality control of the mounting state of the protection member 18 can be performed, and variation in quality due to on-site work can be prevented. The manhole body 12 is not limited to the one shown in the above embodiment, but may be of any shape. For example, a plurality of inlets 20 and outlets 22 may be formed respectively. In addition, the inlet 20 is formed with an enlarged diameter receiving port 20a obtained by cutting off the end of the rubber ring receiving port, but the inlet 20 may be, for example, a port. In this case, the inner diameter of the other end of the ribbed inflow port 14 is increased to be substantially the same as the outer diameter of the inflow port (slot) without the interposition of the plain short pipe 38, and is directly bonded to the inflow port 20. Join. In each of the above embodiments, the protective member 18
Indicates that the protective material 18 is composed of two layers, that is, a skin layer 54 and a foam layer 56. However, the protective material 18 is not limited to this. For example, three layers such as the skin layer 54, the foam layer 56, and the skin layer 54 may be used. May be laminated. As shown in FIG. 6A, a plurality of cuts 18a may be formed in the protective member 18 to form cuts 18b. In this case, the notch 1
By overlapping the layers 8b with each other, the degree of winding can be adjusted, so that wrinkling of the protective member 18 can be prevented, and mounting on the portion without ribs becomes appropriate and easy. The shape and the like of the cut portion 18b can be changed as appropriate, and may be, for example, a substantially triangular shape, a substantially trapezoidal shape, or the like as shown in FIGS. 6 (B) and 6 (C). Further, as shown in FIG. 7A, the protective member 18 has a hole 18c through which one of the openings (the inlet 20 or the outlet 22) provided in the manhole body 12 is inserted. It may be formed. In such a case, each protection member 18 is attached to each opening of the manhole body 12, and each protection member 18 is attached to the outer surface of the manhole body 12 so as to cover the same. The manhole 40
The shape, the numerical aperture, and the like of the manhole body 12 are not limited to those shown in FIG. And so on. Further, instead of the hole 18c, a radial cut 18d as shown in FIG. 7B may be formed in the protective material 18. Further, for example, a protective material 18 as shown in FIG. 7C can be used. The protection member 18 includes a first protection part 18e for covering the bottom of the manhole body 12, and a plurality of second protection parts 1 extending radially from the first protection part 18e.
8f, and the side wall of the manhole body 12 is covered by the second protection portion 18f. In this case, the outer surfaces of the inflow port 20 and the outflow port 22 provided to protrude from the side wall are protected by using another protective material 18. In each of the above-described embodiments, the entire outer surface of the manhole body 12, that is, the entire non-rib portion is covered with the protective material 18. However, the non-rib portion for mounting the protective material 18 is required. It is not necessary to include all the portions without ribs, and not all of the portions without ribs. That is,
If a vertical load is not applied even when contacting the crushed stone 58, there is no danger of catastrophic damage occurring to the ribless portion. Therefore, the protective material 18 is attached to such a ribless portion where no vertical load is applied. You don't have to. For example, in the case of the pipe member 10 of the embodiment of FIG. 1, the protection member 18 does not have to be attached to the outer surface of the rubber ring socket 24 to which the rising pipe 52 is connected. In each of the above embodiments, the pipe member 10
Is a manhole, but the pipe member 10 whose rib-free portion is protected by the protective material 18 is not limited to a specific pipe member (pipe structure), and any pipe member may be used. Can be applied. For example, the conduit member 10 may be a universal joint as shown in FIG. The conduit member 10 of another embodiment shown in FIG.
It is a universal joint that is buried in the ground where there is a risk of liquefaction and is therefore backfilled with crushed stone. The conduit member 10 includes a universal joint body 70 and a ribbed inflow portion 14 for connecting the universal joint body 70 to a ribbed pipe.
And a protective material 18 for protecting the ribbed outlet 16 and the ribless part. In the pipe member 10 of the other embodiment, the inflow portion with ribs 14, the outflow portion with ribs 16, the plain short pipe 38, the protection member 18 and the like are the same as those in the above-described embodiment of FIG. Therefore, the description of the overlapping portions, the manufacturing method, the construction method, and the like will be omitted. The universal joint body 70 is for connecting the two pipes to each other so that the connection angle can be changed.
The first connection part 72 and the second connection part 74 are included. The first connection portion 72 and the second connection portion 74 are butted on an inclined surface S inclined at a predetermined angle with respect to each axis, and the connection angle is changed by rotating the two. In addition,
This universal joint body 10 is also similar to the case of FIG.
It can be manufactured from a ready-made universal joint made of a synthetic resin such as vinyl chloride. The first connecting portion 72 has a predetermined inner diameter, and has an enlarged diameter receiving port 76 formed at one end and a spigot 78 formed at the other end. The enlarged-diameter receiving port 76 is formed, for example, by cutting off a distal end portion of a rubber ring receiving port. A rubber ring mounting groove 80, a locking flange 82, and a rattling preventing flange 8 are formed on the outer surface of the end of the spigot 78 from the end surface side.
4 are formed. The rubber ring mounting groove 80 has a first connecting portion 72.
A rubber ring 86 that seals a joint between the second connecting portion 74 and the second connecting portion 74 is mounted. Further, two handles 88 that are gripped when the connection angle is changed are provided on the outer surface of the enlarged diameter receiving port 76. The second connecting portion 74 has the same inner diameter as the first connecting portion 72, and has a receiving port 90 formed at one end and a spigot 92 formed at the other end. On the inner surface of the receiving port 90, a water stop surface 94 to which the rubber ring 86 contacts is formed.
A locking groove 96 to be engaged with the outer peripheral edge of the locking flange 82 is formed on the inner surface of the end. At a predetermined position on the outer surface of the second connection portion 74, two handles 98 that are gripped when changing the connection angle are provided. In the universal joint body 70, the spigot 78 of the first connecting portion 72 is inserted into the socket 90 of the second connecting portion 74, and the locking flange 82 formed in the spigot 78 and the socket 90 are connected. The formed locking groove 96 is fitted. And
The enlarged diameter receiving port 76 and the spigot 92 are provided with a ribbed inflow portion 14 and a ribbed outflow portion 16, respectively, so as to be connectable to a ribbed tube (not shown). In the pipe member 10, the inflow portion 14 with ribs is provided.
Straight section 30, plain short pipe 38 and outflow section 1 with ribs
6 includes a first connecting portion 72 and a second connecting portion 7.
4, and the other end of the plain short tube 38 has an outer diameter substantially the same as the inner diameter of the enlarged diameter receiving port 76 so as to fit the enlarged diameter receiving port 76 of the first connection portion 72. The diameter is expanded. Then, the protection member 18 is appropriately mounted so as to cover the portion without ribs, that is, the entire outer surface of the universal joint body 70. Specifically, the first connecting portion 72 and the second
Separate protective members 18 are attached to the connection portions 74 by the holding members 60, respectively. First connection part 72 and second connection part 74
For example, at the joining portion of the first connecting portion 7
On the protection member 18 of 2), the protection member 18 of the other (second connection portion 74) is stacked. Also, holes are formed in each of the protective members 18 corresponding to the handles 88 and 98, respectively, so that the handles 88 and 98 project outside the protective member 18. In this manner, the first connecting portion 72 and the second connecting portion 7 are stacked in a state where the separate protective members 18 are overlapped at the joint portion.
4 are individually covered with separate protective members 18, so that the conduit member 10 can be connected to the first connecting portion 7 with the protective members 18 attached.
2 and the second connecting portion 74 can be rotated relative to each other,
The connection angle can be changed. According to the other embodiment, as the backfill material for backfilling the portion without the rib (the universal joint body 70), all the crushed stones can be backfilled by using the crushed stones 58, and the workability can be improved. The universal joint body 70 is not limited to the one shown in the above-described embodiment (the embodiment in FIG. 8), but may be of any shape. Also, in the conduit member 10 of the other embodiment, as the protective member 18, for example, a member formed in three layers or the modified example shown in FIG. Needless to say, I get it. The pipe member 10 may be, for example, a ribbed pipe (branched pipe) having a ribless branch joint, a ribless branch joint, or a square.
【図面の簡単な説明】
【図1】この発明の一実施例を示す図解図である。
【図2】図1実施例のリブ付流入部側の拡大図解図であ
る。
【図3】図1実施例のリブ付流出部側の拡大図解図であ
る。
【図4】保護材を示す図解図である。
【図5】図1実施例の使用状態を示す図解図である。
【図6】保護材の変形例を示す図解図である。
【図7】保護材の変形例を示す図解図である。
【図8】この発明の他の実施例を示す図解図である。
【図9】従来技術を示す図解図である。
【符号の説明】
10 …管路部材
12 …マンホール本体
14 …リブ付流入部
16 …リブ付流出部
18 …保護材
32,48 …リブ付管
58 …砕石
70 …自在継手本体BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 is an illustrative view showing one embodiment of the present invention; FIG. 2 is an enlarged schematic view of a rib-inflow portion side of the embodiment of FIG. 1; FIG. 3 is an enlarged illustrative view of the rib-equipped outlet portion side of the embodiment in FIG. FIG. 4 is an illustrative view showing a protective material; FIG. 5 is an illustrative view showing a use state of the embodiment in FIG. 1; FIG. 6 is an illustrative view showing a modified example of the protective material; FIG. 7 is an illustrative view showing a modified example of the protection member; FIG. 8 is an illustrative view showing another embodiment of the present invention; FIG. 9 is an illustrative view showing a conventional technique; [Description of Signs] 10 ... pipe member 12 ... manhole body 14 ... inflow section 16 with ribs ... outflow section 18 with ribs ... protective materials 32, 48 ... pipes 58 with ribs ... crushed stone 70 ... universal joint body
───────────────────────────────────────────────────── フロントページの続き Fターム(参考) 2D047 BA28 2D063 BA02 BA22 DA26 3H024 AA03 AC05 ────────────────────────────────────────────────── ─── Continuation of front page F-term (reference) 2D047 BA28 2D063 BA02 BA22 DA26 3H024 AA03 AC05
Claims (1)
部材であって、 前記リブなし部分に保護材を装着した、管路部材。1. A pipe member having a ribbed portion and a ribless portion, wherein the ribless portion is provided with a protective material.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2001216432A JP4082557B2 (en) | 2001-07-17 | 2001-07-17 | Pipe member |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2001216432A JP4082557B2 (en) | 2001-07-17 | 2001-07-17 | Pipe member |
Related Child Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP2007260739A Division JP4754539B2 (en) | 2007-10-04 | 2007-10-04 | Pipe member |
Publications (2)
Publication Number | Publication Date |
---|---|
JP2003027514A true JP2003027514A (en) | 2003-01-29 |
JP4082557B2 JP4082557B2 (en) | 2008-04-30 |
Family
ID=19050909
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP2001216432A Expired - Fee Related JP4082557B2 (en) | 2001-07-17 | 2001-07-17 | Pipe member |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP4082557B2 (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2006193900A (en) * | 2005-01-11 | 2006-07-27 | Hironobu Horiuchi | Manhole burial structure |
JP2013060730A (en) * | 2011-09-13 | 2013-04-04 | Ns Work Co Ltd | Manhole bottom slab and built-up manhole |
JP2014173659A (en) * | 2013-03-08 | 2014-09-22 | Bridgestone Corp | Multiple tube |
Families Citing this family (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US9032880B2 (en) | 2009-01-23 | 2015-05-19 | Magnemotion, Inc. | Transport system powered by short block linear synchronous motors and switching mechanism |
US8616134B2 (en) | 2009-01-23 | 2013-12-31 | Magnemotion, Inc. | Transport system powered by short block linear synchronous motors |
WO2015042409A1 (en) | 2013-09-21 | 2015-03-26 | Magnemotion, Inc. | Linear motor transport for packaging and other uses |
-
2001
- 2001-07-17 JP JP2001216432A patent/JP4082557B2/en not_active Expired - Fee Related
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2006193900A (en) * | 2005-01-11 | 2006-07-27 | Hironobu Horiuchi | Manhole burial structure |
JP2013060730A (en) * | 2011-09-13 | 2013-04-04 | Ns Work Co Ltd | Manhole bottom slab and built-up manhole |
JP2014173659A (en) * | 2013-03-08 | 2014-09-22 | Bridgestone Corp | Multiple tube |
Also Published As
Publication number | Publication date |
---|---|
JP4082557B2 (en) | 2008-04-30 |
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