JP2004027562A - Thermoplastic resin cover body for underground structure, underground structure having this cover body and method of manufacturing its cover body - Google Patents

Thermoplastic resin cover body for underground structure, underground structure having this cover body and method of manufacturing its cover body Download PDF

Info

Publication number
JP2004027562A
JP2004027562A JP2002183273A JP2002183273A JP2004027562A JP 2004027562 A JP2004027562 A JP 2004027562A JP 2002183273 A JP2002183273 A JP 2002183273A JP 2002183273 A JP2002183273 A JP 2002183273A JP 2004027562 A JP2004027562 A JP 2004027562A
Authority
JP
Japan
Prior art keywords
lid
thermoplastic resin
rib group
rib
underground structure
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.)
Pending
Application number
JP2002183273A
Other languages
Japanese (ja)
Inventor
Mari Hashimoto
橋本 真理
Yukinori Oishi
大石 幸徳
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
MIKUNI PLAST KK
Daicel Polymer Ltd
Original Assignee
MIKUNI PLAST KK
Daicel Polymer Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by MIKUNI PLAST KK, Daicel Polymer Ltd filed Critical MIKUNI PLAST KK
Priority to JP2002183273A priority Critical patent/JP2004027562A/en
Publication of JP2004027562A publication Critical patent/JP2004027562A/en
Pending legal-status Critical Current

Links

Images

Landscapes

  • Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
  • Injection Moulding Of Plastics Or The Like (AREA)

Abstract

<P>PROBLEM TO BE SOLVED: To provide a lightweight thermoplastic resin cover body for an underground structure having high withstand load performance. <P>SOLUTION: This thermoplastic resin cover body for the underground structure blocks up an opening part of the underground structure for forming the opening part in the vicinity of the ground surface so as to be openable-closable, and has an almost rectangular cover plate part, a first rib group extending in parallel between the opposed long sides of the reverse of this cover plate part and a second rib group extending in parallel between the opposed long sides of the reverse of the cover plate part, and satisfies the requirements for a breaking load of at least 2 tons in a static load test. The first rib group and the second rib group incline the direction of respective ribs by 45 to 80 degrees to the corresponding long sides. <P>COPYRIGHT: (C)2004,JPO

Description

【0001】
【発明の属する技術分野】
本発明は、地下構造物用熱可塑性樹脂製蓋体、それを備えた地下構造物ならびにその蓋体の製造方法に関し、さらに詳しくは、水道メータボックス、消化栓ボックスなどの蓋体のごとく耐高荷重性を要求される地下構造物用熱可塑性樹脂製蓋体、それを備えた地下構造物ならびにその蓋体の製造方法に関する。
【0002】
【従来の技術】
この種の地下構造物の代表例は、例えば、水道メータボックスであるが、このボックスは、地表に開口部を有するボックス本体と、このボックス本体の開口部を開閉可能に閉塞する蓋体とからなり、ボックス全体を道路に埋め込み、内部に水道メータを収納して、適宜開口部を介して水道使用量を検針できるようにしている。従ってボックス、特にその蓋体には大きな荷重がかかることになる。
これに対応して、この水道メータボックスの蓋体は、従来、大きな荷重に耐えられるように鋳物やコンクリートで形成されていたが、最近では、軽量化、耐水または防錆、コストダウンなどのために、ABS樹脂、FRP樹脂、ポリ塩化ビニル樹脂などの合成樹脂、またはこれらの樹脂にさらに補強のために金属板を貼りあわせたものが多くなってきている。
【0003】
【発明が解決しようとする課題】
従って、このように合成樹脂で形成された蓋体は、その肉厚やリブ構造によっては大きな荷重に耐えられないケースがでてきた。
具体的には、通常の合成樹脂製蓋体は、略長方形の蓋板部と、この蓋板部裏面の長辺に対し直角に延びる第1リブ群と、この第1リブ群と一体に直角に交差し、蓋板部裏面の短辺に対し直角に延びる第2リブ群とからなる(例えば特開昭53−145347号公報参照)。
【0004】
そして、合成樹脂製蓋体は、このようにリブ構造によって補強されているが、大きな荷重、例えば、約800kgを受けると、割れることがあった。 特に最近では、通常の道路でも大型のトラックの通行を想定する必要があるので、静荷重を加えて、少なくとも2トンには、破壊されずに耐える必要がある(例えば、2トン・トラックによって加えられる静荷重および衝撃荷重を想定)。
【0005】
一方、熱可塑性樹脂は、軽くて強度が大きく、耐水性、耐薬品性、電気絶縁性がすぐれ、その上、成型加工性が容易であるために、多量に生産されている。特に、通常PET(ペット)と略称されているポリエチレンテレフタレートは、軽くて、強く丈夫であり、更に透明性に優れているため飲料用ボトル(PETボトル)として大量に製造されている。そして、最近では容器包装リサイクル法が施行され、プラスチックに関してはリサイクル社会へ移行する施策が進められている。特に、PETボトルについては、リサイクルが望まれ、これが世界的な潮流となっている。
【0006】
このような社会の要請に対応して、PETボトルのリサイクルについては、種々のリサイクル(再生)PET樹脂の提案がなされている。しかし、それらのリサイクルPET樹脂は、物性劣化などの問題もあり、高い強度を長期にわたって必要とする水道メータボックス用蓋体には適用が難しいと考えられてきた。
【0007】
そこで、本発明の主要な目的の一つは、樹脂の使用量(総樹脂量)をほとんど増やすことなく、構造上の改良によって大幅に耐高荷重性を上昇させることができる地下構造物用熱可塑性樹脂製蓋体を提供することである。
本発明の主要なもう一つの目的は、補強のために金属板を貼りあわせることも無く、樹脂に、せいぜい顔料やガラス繊維などを加えるだけで、充分に強度を得ることができる地下構造物用熱可塑性樹脂製蓋体を提供することである。
本発明の主要なさらにもう一つの目的は、リサイクルPET樹脂の使用を可能にする地下構造物用熱可塑性樹脂製蓋体を提供することである。
【0008】
【課題を解決するための手段】
本発明は、地表近傍に開口部を形成した地下構造物の該開口部を開閉可能に閉塞するための地下構造物用熱可塑性樹脂製蓋体であって、略長方形の蓋板部と、この蓋板部裏面の相対向する長辺の間を平行に延びる第1リブ群と、この第1リブ群と一体に交差し、蓋板部裏面の相対向する長辺の間を平行に延びる第2リブ群とを備え、かつ静荷重試験で、少なくとも2トンの破壊荷重の要件を満たしてなり、
第1リブ群および第2リブ群が、各リブの方向を、対応する長辺に対し45〜80度傾斜させてなることを特徴とする地下構造物用熱可塑性樹脂製蓋を提供する。
【0009】
すなわち、本発明は、略長方形の蓋板部裏面の相対向する長辺の間を平行に延びる、第1リブ群とこの第1リブ群に一体に交差するもう一つの第2リブ群とを備え、これらの各リブの方向を、蓋板部裏面の長辺に対して、従来の直角(90度)ではなく、45〜80度に傾斜させることによって、熱可塑性樹脂の使用量をほとんど増やすことなく、また、補強のために金属板を貼りあわせることも無く、樹脂にせいぜい顔料やガラス繊維などを加えるだけで、少なくとも2トンの破壊荷重に耐えられるようにするものである。 特に、蓋板部の長辺および短辺に対して垂直な断面の断面係数を、どの断面に対しても大きく変化しないようにできるので、蓋体全体の強度を高めることができる。
【0010】
ここで、第1リブ群および第2リブ群は、各リブの方向を、蓋板部裏面の長辺に対して、45〜80度に傾斜させるが、その傾斜を、蓋体全体の強度をより高くするために、50〜75度に、より好ましくは58〜68度に設定でき、さらに具体的に、61、62,63,64または65度に設定できる。
【0011】
本発明に係る地下構造物用熱可塑性樹脂製蓋体は、その材料として、ポリエチレンテレフタレート樹脂(PET樹脂)、アクリロニトリル/ブタジエン/スチレン樹脂(ABS樹脂)、ポリプロピレン樹脂、ポリ塩化ビニル樹脂などの熱可塑性樹脂を用いることができるが、特にリサイクルポリエチレンテレフタレート樹脂(リサイクルPET樹脂)、またはリサイクルアクリロニトリル/ブタジエン/スチレン樹脂(リサイクルABS樹脂)が、リサイクル社会へ移行するという現代の社会の要請に適応しているので、より好ましい。また、それらの熱可塑性樹脂を、ガラス繊維、金属繊維などの繊維で強化(補強)して用いることもできる。さらにこれらの熱可塑性樹脂に顔料を、規定により、または所望により加えることもできる。
【0012】
本発明に係る地下構造物用熱可塑性樹脂製蓋体は、地表近傍に開口部を形成した地下構造物、例えば水道メータボックス、消火栓ボックス、マンホールなどの該開口部を開閉可能に閉塞するための熱可塑性樹脂製蓋体であって、特に、通常略長方形で用いられる水道メータボックス用蓋体に好適である。
本発明は、別の観点によれば、地表に開口部を有する地下構造物本体と、この地下構造物本体の開口部近傍に、開口部を開閉可能に閉塞するために取り付けられた地下構造物用熱可塑性樹脂製蓋体とを備え、
この熱可塑性樹脂製蓋体が、略長方形の蓋板部と、この蓋板部裏面の相対向する長辺の間を直線状で平行に延びる第1リブ群と、この第1リブ群と一体に交差し、蓋板部裏面の相対向する長辺の間を直線状で平行に延びる第2リブ群とを備え、かつ静荷重試験で、少なくとも2トンの破壊荷重の要件を満たしてなり、
第1リブ群および第2リブ群が、各リブの方向を、対応する長辺に対し45〜80度傾斜させてなることを特徴とする地下構造物を提供できる。
【0013】
本発明は、さらに別の観点によれば、地表近傍に開口部を形成した地下構造物の該開口部を開閉可能に閉塞するための地下構造物用熱可塑性樹脂製蓋体の製造方法であって、
熱可塑性樹脂製蓋体が、略長方形の蓋板部と、この蓋板部裏面の相対向する長辺の間を直線状で平行に延びる第1リブ群と、この第1リブ群と一体に交差し、蓋板部裏面の相対向する長辺の間を直線状で平行に延びる第2リブ群とを備え、この熱可塑性樹脂製蓋体を射出成形法により製造するに際して、溶融状態の熱可塑性樹脂を、金型内の蓋板部表面の中央対応部分近傍に注入し、かつ第1リブ群および第2リブ群の各リブの方向を、対応する長辺に対し45〜80度傾斜させることを特徴とする地下構造物用熱可塑性樹脂製蓋体の製造方法を提供できる。
【0014】
本発明に係る地下構造物用熱可塑性樹脂製蓋体の製造方法おいて、射出成形法は、通常の射出成形法を採用できる。本発明においては、特に、蓋体を、略長方形の蓋板部と、この蓋板部裏面で一体に交差する第1リブ群および第2リブ群とで構成するとともに、各リブの方向を、蓋板部裏面の長辺に対して、従来の直角(90度)ではなく、45〜80度に傾斜させ、かつ溶融状態の熱可塑性樹脂を、金型内の蓋板部表面の中央対応部分近傍に加圧注入することによって(例えば、樹脂の温度:260度、圧力:800kg/cm)、まず蓋板部全体に樹脂が流れた後、各リブに樹脂が流れるようにする(蓋板部の厚みに対するリブのそれを一定値以下におさえることが好ましい)ことで、各リブにウエルドライン(樹脂が金型の中で流れる際に最後にぶつかり合う境目で、強度的に弱く、この部分から割れることが多い)を形成することなく製品を得、それによりウエルドラインによる強度低下を防ぐとともにヒケの発生を防止することができ、また、各リブの蓋板部長辺に対する特定の傾斜により構造力学的に改良して、高い強度とソリを含む変形を防止できる高い合成を付与し、耐高荷重性を要求される実情に適した地下構造物用熱可塑性樹脂製蓋体を得ることができるようにするものである。
【0015】
【発明の実施の形態】
本発明において、蓋板部は、略長方形に形成されるが、その長辺と短辺との比は、約1対0.6(黄金比)とするのが好ましい。
そして、第1リブ群および第2リブ群は、蓋板部の厚みを1として、各リブの高さを1〜10、その厚みを、付け根でT:0.5〜2、先端でT:0.1×T〜0.8×Tとすると(T,Tについては図3参照)、金型に溶融状態で加圧注入される熱可塑性樹脂が、まず蓋板部形成部分全体にいっきに行きわたり、次いで各リブ形成部分全体にほぼ同時に、かつスムースに移行して、樹脂が蓋体のすみずみまでウエルドラインの形成を防止しつつ行きわたり、全体的により均一で高い強度を有する蓋体を得ることができるので好ましい。
さらに、第1リブ群および第2リブ群は、蓋板部の長辺の長さをLとして、各リブのスパンSを,L/40〜L/4に設定すると(L、Sについては図2参照)、蓋板の強度を高めるためにリブを効率よく生かせる(少ない樹脂量で高い強度を得ることができる)ので好ましい。
【0016】
実施の形態1
図1は本発明に係る合成樹脂製蓋体を備えた地下構造物の実施の形態1を示す概略構成説明図、図2は図1の合成樹脂製地下構造物用蓋体を裏側から見た斜視図、図3はそのリブの断面構成を示す概略構成説明断面図である。
【0017】
まず、図1において、地下構造物の実施の形態1(実施例1)としての水道メータボックス1は、上部に開口部2を、下部に底板(図示省略)をそれぞれ有するボックス本体3と、このボックス本体3の開口部2近傍に取り付けられ、開口部2を開閉可能に閉塞するための蓋体4とから主としてなり、ボックス1全体が、リサイクル用ポリエチレンテレフタレート樹脂(PET樹脂)で構成され、道路に、開口部2が地表近傍に位置するよう埋め込まれる。
ボックス本体3は、略台形状で、内部に水道メータを設置でき、その上部に形成した開口部2を通じて水道使用量などの検針を行えるように構成されている。
【0018】
次に、図2〜3において、地下構造物用蓋体4は、略長方形の蓋板部5と、この蓋板部裏面の周縁部から略直角に延びる枠部6と、蓋板部5の裏面に沿って直線状で平行に一体に延び、枠部6に至る第1リブ群7,7・・・と、蓋板部5の裏面に沿って直線状で平行に一体に延び、枠部6に至る第2リブ群8,8、・・・とからなり、この第2リブ群8,8、・・・と第1リブ群7,7、・・・とは特定の角度で一体に交差している。 なお、9,10は長辺、11,12は短辺である。13は行政区章をはめ込む孔であり、成形時の溶融樹脂を注入する注入口の位置(蓋板部5表面の中央部分近傍)に相当する。
さて、第1リブ群7,7、・・・および第2リブ群8,8、・・・の各リブは、54度(大きい交差角を126度)で交差し、かつ蓋板部5の長辺9または10に対してα:β:約63度(大きい角度を約117度)に傾斜している。
【0019】
リブ7は、高さをH:19.5mmとし、厚みを付け根でT:3.6mm、先端でT:2.2mmとしている。リブ8もリブ7と同じであり、両リブのスパンSは20mmである。 なお、蓋板部5は、その長辺9、10の長さLを356mm、短辺11、12の長さを214mm、その厚みをT:4.0mmとしている。 枠部6は、リブの一つであるが、その高さを19.5mm、厚みをmmとしている。 成形品重量(総樹脂量)は1100kgである。
【0020】
ここで、以上の構成の地下構造物用蓋体4の製造方法について、簡単に説明すれば、まず、射出成形機に金型をセットし、溶融状態の熱可塑性樹脂(リサイクル用ポリエチレンテレフタレート樹脂、行政区で定められたカラーを表出するために適宜顔料を加えてもよい)を、金型内、つまりキャビテイの蓋板部表面中央対応部分近傍(行政区章をはめ込む孔13に相当)から加圧注入する(例えば、樹脂の温度:260度、圧力:800kg/cm)。
【0021】
かくして、地下構造物用蓋体4では、第1リブ群7,7、・・・とこの第1リブ群に一体に交差するもう一つの第2リブ群8,8、・・・の各リブの方向を、蓋板部5裏面の長辺9または10に対して、従来の直角(90度)ではなく、45〜80度に傾斜させ、かつ上述のごとく、溶融状態の熱可塑性樹脂を金型内の蓋板部表面の中央対応部分近傍に加圧注入しているので、蓋板部5が略長方形であっても、樹脂が金型内を中央から放射状にすみずみまで均一に行きわたり、それによってウエルドラインの形成を防止できると共に、反りや、ひけの発生を防止でき、全体的に曲げや、捩れに対しても、より高い強度を有する、耐高荷重性を要求される実情に適した水道メータボックス1の蓋体4を得ることができる。
【0022】
以上の構成からなる水道メータボックス1の蓋体4は、静荷重試験によれば、2800Kgの荷重に耐えることがわかった。 なお、この静荷重試験の方法は、蓋体4の表面中央に、長方形のゴム板(125mm×200mm、t:6mm)および鉄板(125mm×200mm、t:50mm)をそれらの長辺部分が蓋体4のそれに平行になるように置き、その鉄板およびゴム板を介して荷重を徐々に加え、異常が発生するか、たわみ量が15.0mmに達した時点の荷重を破壊荷重として測定するものである。
【0023】
比較例1
図4は比較例1を示す図2相当図、図5は比較例1を示す図3相当図である。図4および5において、PET樹脂製地下構造物用蓋体24は、略長方形の蓋板部25と、この蓋板部裏面の周縁部から略直角に延びる枠部26と、蓋板部25の裏面に沿って直線状で平行に一体に延び、枠部26に至る第1リブ群27,27・・・と、蓋板部25の裏面に沿って直線状で平行に一体に延び、枠部26に至る第2リブ群28,28、・・・とからなり、第1リブ群27,27、・・・と第2リブ群28,28、・・・とは一体に交差する。
【0024】
しかし、両リブ群の各リブの交差角、および各リブと枠部26の関係角度は、図2に示す実施の形態1(実施例1)とは異なる。
すなわち、各群のリブを、直角(90度)で交差させ、かつ第1リブ群の各リブ27,27・・・を蓋板部25の長辺29または30に対して、第2リブ群の各リブ28,28、・・・を蓋板部25の短辺31または32に対して、それぞれ直角(90度)の関係にある。
リブ27は、高さをh:15mmとし、厚みを付け根でt:5.0mm、先端でt:4.0mmとしている。リブ28もリブ27と同じであり、両リブのスパンSは25mmである。 なお、蓋板部25は、その長辺29,30の長さを356mmとし、短辺31,32の長さを208.5mmとし、その厚みをt:3.5mmとしている。 成形品重量(総樹脂量)は1000kgである。そして、水道メータボックス21の蓋体24は、静荷重試験によれば、800Kgの荷重に耐えられないことがわかった(破壊荷重:720kg、ウエルドラインで割れた)。
【0025】
その他の実施例および比較例
上述の実施の形態1に対して、各リブの交差角度、長辺との関係角度および全体積を変更する以外は同じ条件で、次の通りの静荷重試験結果を得た。
(1)実施例2
各リブと長辺との関係角度:55度(各リブの交差角:90度)
成形品重量(総樹脂量):1100kg
破壊荷重:2400kg
(2)比較例2
各リブと長辺との関係角度:30度(各リブの交差角:60度)
成形品重量(総樹脂量):1100kg
破壊荷重:1700kg
(3)比較例3
各リブと長辺との関係角度:90度(各リブの交差角:90度)
成形品重量(総樹脂量):1100kg
破壊荷重:1900kg
【0026】
【発明の効果】
本発明によれば、略長方形の蓋板部裏面の相対向する長辺の間を直線状で平行に延びる、第1リブ群とこの第1リブ群に一体に交差するもう一つの第2リブ群とを備え、これらの各リブの方向を、蓋板部裏面の長辺に対して、従来の直角(90度)ではなく、45〜80度に傾斜させることによって、熱可塑性樹脂の使用量をほとんど増やすことなく、少なくとも2トンの破壊荷重に耐えられるようにするものである。 特に、蓋板部の長辺および短辺に対して垂直な断面の断面係数を、各辺に沿って大きく変化しないようにできるので、蓋体全体の強度を高めることができる。
【図面の簡単な説明】
【図1】本発明に係る合成樹脂製地下構造物用蓋体を備えた地下構造物の実施の形態1を示す概略構成説明図である。
【図2】図1の合成樹脂製地下構造物用蓋体を裏側から見た斜視図である。
【図3】図2のリブの断面構成を示す概略構成説明断面図である。
【図4】比較例1を示す図2相当図である。
【図5】比較例1を示す図3相当図である。
【符号の説明】
1     水道メータボックス
2     開口部
3     ボックス本体
4     蓋体
5     蓋板部
6     枠部
7     第1リブ群
8     第2リブ群
9、10  長辺
11,12 短辺
[0001]
TECHNICAL FIELD OF THE INVENTION
The present invention relates to a thermoplastic resin lid for an underground structure, an underground structure provided with the same, and a method for manufacturing the lid, and more particularly, to a water-resistant box such as a water meter box or a digestion plug box. The present invention relates to a thermoplastic resin lid for underground structures requiring loadability, an underground structure provided with the same, and a method of manufacturing the lid.
[0002]
[Prior art]
A representative example of this kind of underground structure is, for example, a water meter box, which is composed of a box body having an opening on the ground surface and a lid that closes the opening of the box body so that it can be opened and closed. In other words, the entire box is buried in a road, and a water meter is housed therein, so that the amount of water consumption can be measured through an opening as appropriate. Therefore, a large load is applied to the box, especially its lid.
Correspondingly, the lid of this water meter box has conventionally been made of casting or concrete to withstand a large load, but recently it has been reduced in weight, water resistance or rust prevention, cost reduction, etc. In recent years, synthetic resins such as ABS resin, FRP resin, and polyvinyl chloride resin, or those obtained by laminating a metal plate to these resins for further reinforcement are increasing.
[0003]
[Problems to be solved by the invention]
Therefore, there are cases where the lid made of the synthetic resin cannot withstand a large load depending on its thickness or rib structure.
Specifically, a general synthetic resin lid has a substantially rectangular lid plate, a first rib group extending at right angles to a long side of the back surface of the lid plate, and a right angle formed integrally with the first rib group. And a second rib group extending at right angles to the short side of the back surface of the cover plate portion (see, for example, JP-A-53-145347).
[0004]
Although the synthetic resin lid is reinforced by the rib structure as described above, the lid may crack when subjected to a large load, for example, about 800 kg. Particularly in recent years, it is necessary to assume the passage of large trucks on ordinary roads, so it is necessary to withstand a load of at least 2 tons without destroying them (for example, by adding a 2 ton truck). Assumed static and impact loads).
[0005]
On the other hand, thermoplastic resins are light-weight, have high strength, are excellent in water resistance, chemical resistance, and electrical insulation, and are easily produced in a large amount because they are easy to mold and process. In particular, polyethylene terephthalate, which is usually abbreviated as PET (pet), is light-weight, strong, durable, and excellent in transparency, and is therefore produced in large quantities as beverage bottles (PET bottles). Recently, the Containers and Packaging Recycling Law has been enacted, and measures to shift to a recycling society for plastics are being advanced. In particular, recycling of PET bottles is desired, and this is a worldwide trend.
[0006]
In response to such social demands, various recycling (recycled) PET resins have been proposed for recycling PET bottles. However, these recycled PET resins have problems such as deterioration of physical properties, and have been considered to be difficult to apply to water meter box lids that require high strength for a long period of time.
[0007]
Therefore, one of the main objects of the present invention is to provide a heat treatment for underground structures that can significantly increase high load resistance by structural improvement without increasing the amount of resin used (total resin amount). An object of the present invention is to provide a lid made of a plastic resin.
Another main object of the present invention is for underground structures which can obtain sufficient strength only by adding pigments or glass fibers at most to a resin without attaching a metal plate for reinforcement. An object of the present invention is to provide a lid made of a thermoplastic resin.
Yet another primary object of the present invention is to provide a thermoplastic lid for underground structures that allows the use of recycled PET resin.
[0008]
[Means for Solving the Problems]
The present invention is a thermoplastic resin lid for an underground structure for opening and closing the opening of an underground structure having an opening formed in the vicinity of the ground, the cover having a substantially rectangular shape, A first rib group extending in parallel between opposed long sides of the back surface of the cover plate portion, and a first rib group intersecting with the first rib group and extending in parallel between opposed long sides of the back surface of the cover plate portion. And a group of two ribs, and satisfying a breaking load requirement of at least 2 tons in a static load test,
A lid made of a thermoplastic resin for underground structures, wherein the first rib group and the second rib group are formed by inclining the direction of each rib by 45 to 80 degrees with respect to the corresponding long side.
[0009]
That is, the present invention includes a first rib group and another second rib group that intersects the first rib group and extend in parallel between the opposing long sides of the substantially rectangular cover plate back surface. The amount of the thermoplastic resin used is almost increased by inclining the direction of each of these ribs at 45 to 80 degrees with respect to the long side of the back surface of the lid plate portion, instead of the conventional right angle (90 degrees). It is possible to withstand a breaking load of at least 2 tons only by adding a pigment or a glass fiber to the resin at most without attaching a metal plate for reinforcement. In particular, since the section modulus of a section perpendicular to the long side and the short side of the cover plate portion can be prevented from changing largely in any section, the strength of the entire cover body can be increased.
[0010]
Here, the first rib group and the second rib group incline the direction of each rib at 45 to 80 degrees with respect to the long side of the back surface of the cover plate portion. In order to make it higher, it can be set to 50 to 75 degrees, more preferably to 58 to 68 degrees, and more specifically to 61, 62, 63, 64 or 65 degrees.
[0011]
The thermoplastic resin lid for underground structures according to the present invention is made of a thermoplastic resin such as polyethylene terephthalate resin (PET resin), acrylonitrile / butadiene / styrene resin (ABS resin), polypropylene resin, polyvinyl chloride resin, or the like. Resins can be used, and in particular, recycled polyethylene terephthalate resin (recycled PET resin) or recycled acrylonitrile / butadiene / styrene resin (recycled ABS resin) has been adapted to the modern society's demand for transition to a recycling society. Therefore, it is more preferable. Further, these thermoplastic resins can be reinforced (reinforced) with fibers such as glass fibers and metal fibers. In addition, pigments can be added to these thermoplastic resins, either prescribed or as desired.
[0012]
The thermoplastic resin lid for underground structures according to the present invention is an underground structure having an opening formed in the vicinity of the surface of the ground, for example, a water meter box, a fire hydrant box, and a manhole for opening and closing the opening. This is a lid made of a thermoplastic resin, and is particularly suitable for a lid for a water meter box which is generally used in a generally rectangular shape.
According to another aspect of the present invention, there is provided an underground structure body having an opening on the ground surface, and an underground structure attached to the vicinity of the opening of the underground structure body so as to openably close the opening. And a lid made of thermoplastic resin for
The thermoplastic resin cover is formed of a substantially rectangular cover plate, a first rib group extending linearly and in parallel between opposing long sides on the back surface of the cover plate, and an integral part of the first rib group. A second rib group that intersects and extends linearly and in parallel between the opposing long sides of the back surface of the lid plate portion, and satisfies a requirement of a breaking load of at least 2 tons in a static load test,
The first rib group and the second rib group can provide an underground structure in which the direction of each rib is inclined by 45 to 80 degrees with respect to the corresponding long side.
[0013]
According to still another aspect of the present invention, there is provided a method of manufacturing a thermoplastic resin lid for an underground structure for opening and closing the opening of an underground structure having an opening formed near the ground surface. hand,
A cover made of a thermoplastic resin is formed of a substantially rectangular cover plate, a first rib group extending linearly and in parallel between opposed long sides of the back surface of the cover plate, and the first rib group. A second rib group that intersects and extends linearly and in parallel between opposing long sides of the back surface of the lid plate portion. When the thermoplastic resin lid is manufactured by an injection molding method, heat generated in a molten state is generated. A plastic resin is injected near the center corresponding portion of the surface of the lid plate portion in the mold, and the direction of each rib of the first rib group and the second rib group is inclined by 45 to 80 degrees with respect to the corresponding long side. A method for producing a thermoplastic resin lid for underground structures characterized by the above feature can be provided.
[0014]
In the method for producing a thermoplastic resin lid for underground structures according to the present invention, a normal injection molding method can be adopted as the injection molding method. In the present invention, in particular, the lid is formed of a substantially rectangular lid plate portion and a first rib group and a second rib group that intersect integrally on the back surface of the lid plate portion, and the direction of each rib is Instead of the conventional right angle (90 degrees) with respect to the long side of the back surface of the cover plate, the thermoplastic resin in a molten state is inclined at 45 to 80 degrees and the molten resin is applied to the center corresponding portion of the surface of the cover plate in the mold. By injecting the resin into the vicinity (for example, the temperature of the resin: 260 ° C., the pressure: 800 kg / cm 2 ), the resin first flows through the entire lid plate portion, and then flows into each rib (the lid plate). The thickness of the ribs is preferably kept below a certain value, so that each rib has a weld line (the boundary where the resin finally collides when the resin flows in the mold. Without cracking) As a result, it is possible to prevent the strength from being reduced by the weld line and to prevent the occurrence of sink marks, and to improve the structural mechanics by a specific inclination of each rib with respect to the long side of the lid plate portion, thereby improving the deformation including high strength and warpage. The object of the present invention is to provide a highly synthetic resin that can be prevented, and to obtain a thermoplastic resin lid for underground structures suitable for the situation where high load resistance is required.
[0015]
BEST MODE FOR CARRYING OUT THE INVENTION
In the present invention, the cover plate is formed in a substantially rectangular shape, and the ratio of the long side to the short side is preferably about 1: 0.6 (golden ratio).
In the first and second rib groups, the height of each rib is 1 to 10 with the thickness of the cover plate portion being 1, the thickness is T 1 : 0.5 to 2 at the base, and T 1 is at the tip. 2 : Assuming that 0.1 × T 1 to 0.8 × T 1 (see FIGS. 3A and 3B for T 1 and T 2 ), the thermoplastic resin to be injected into the mold in a molten state by pressing is firstly covered with a lid plate portion. The entire part is formed at once, and then the whole rib forming part is simultaneously and smoothly transferred, and the resin spreads all over the lid while preventing the formation of a weld line, and is generally more uniform and high. This is preferable because a lid having strength can be obtained.
Further, the first rib group and the second rib group are such that when the length of the long side of the lid plate portion is L and the span S of each rib is set to L / 40 to L / 4 (see FIG. 2), it is preferable because the ribs can be efficiently utilized to increase the strength of the cover plate (high strength can be obtained with a small amount of resin).
[0016]
Embodiment 1
FIG. 1 is a schematic structural explanatory view showing Embodiment 1 of an underground structure provided with a synthetic resin lid according to the present invention, and FIG. 2 is a view of the synthetic resin underground structure lid of FIG. FIG. 3 is a schematic configuration explanatory sectional view showing a sectional configuration of the rib.
[0017]
First, in FIG. 1, a water meter box 1 as an embodiment 1 (Example 1) of an underground structure has a box body 3 having an opening 2 at an upper part and a bottom plate (not shown) at a lower part, respectively. The box 1 is attached to the vicinity of the opening 2 of the box body 3 and mainly includes a lid 4 for closing the opening 2 so that it can be opened and closed. The entire box 1 is made of polyethylene terephthalate resin (PET resin) for recycling. The opening 2 is embedded so as to be located near the ground surface.
The box body 3 has a substantially trapezoidal shape, in which a water meter can be installed, and the meter for measuring the amount of water used can be measured through an opening 2 formed in the upper part thereof.
[0018]
Next, in FIGS. 2 and 3, the cover 4 for the underground structure includes a substantially rectangular cover plate portion 5, a frame portion 6 extending at a substantially right angle from a peripheral edge of the back surface of the cover plate portion, and a cover plate portion 5. The first rib groups 7, 7,... Extending linearly and integrally along the back surface to the frame portion 6, and linearly and integrally extending along the back surface of the lid plate portion 5 to form the frame portion. The second rib groups 8, 8, ..., and the first rib groups 7, 7, ... are integrally formed at a specific angle. Intersect. 9 and 10 are long sides and 11 and 12 are short sides. Reference numeral 13 denotes a hole into which the administrative ward is fitted, and corresponds to a position of the injection port (in the vicinity of the center of the surface of the cover plate portion 5) into which the molten resin is injected at the time of molding.
The ribs of the first rib group 7, 7, ... and the second rib group 8, 8, ... cross each other at 54 degrees (a large intersection angle is 126 degrees), and It is inclined to α: β: about 63 degrees (a large angle is about 117 degrees) with respect to the long side 9 or 10.
[0019]
The rib 7 has a height of H: 19.5 mm, a thickness of T 1 : 3.6 mm at the base, and a thickness of T 2 : 2.2 mm at the tip. The rib 8 is the same as the rib 7, and the span S of both ribs is 20 mm. The cover plate 5 has a length L of the long sides 9 and 10 of 356 mm, a length of the short sides 11 and 12 of 214 mm, and a thickness T 3 of 4.0 mm. The frame 6 is one of the ribs, and has a height of 19.5 mm and a thickness of mm. The molded article weight (total resin amount) is 1100 kg.
[0020]
Here, a brief description will be given of a method of manufacturing the lid 4 for an underground structure having the above configuration. First, a mold is set in an injection molding machine, and a molten thermoplastic resin (polyethylene terephthalate resin for recycling; A pigment may be added as appropriate in order to express the color defined by the administrative district) from the mold, that is, from the vicinity of the center of the cavity cover plate corresponding to the center (corresponding to the hole 13 into which the administrative district badge is fitted). Inject (for example, resin temperature: 260 degrees, pressure: 800 kg / cm 2 ).
[0021]
Thus, in the underground structure cover 4, each of the first rib groups 7, 7,... And the other second rib groups 8, 8,. Is inclined at 45 to 80 degrees with respect to the long side 9 or 10 of the back surface of the lid plate portion 5 instead of the conventional right angle (90 degrees), and as described above, the molten thermoplastic resin is Since the pressure is injected into the vicinity of the central portion of the surface of the lid plate portion in the mold, even if the lid plate portion 5 is substantially rectangular, the resin uniformly spreads radially from the center of the mold to the entire corner. Therefore, it is possible to prevent the formation of weld lines, prevent warpage and sink marks, and have higher strength against bending and torsion. A suitable lid 4 of the water meter box 1 can be obtained.
[0022]
According to the static load test, the lid 4 of the water meter box 1 having the above configuration was found to withstand a load of 2800 kg. The method of the static load test is such that a rectangular rubber plate (125 mm × 200 mm, t: 6 mm) and an iron plate (125 mm × 200 mm, t: 50 mm) are placed at the center of the surface of the lid 4. It is placed so as to be parallel to that of the body 4, and the load is gradually applied through the iron plate and the rubber plate, and the load at the time when an abnormality occurs or the amount of deflection reaches 15.0 mm is measured as a breaking load. It is.
[0023]
Comparative Example 1
4 is a diagram corresponding to FIG. 2 showing Comparative Example 1, and FIG. 5 is a diagram corresponding to FIG. 3 showing Comparative Example 1. 4 and 5, a lid 24 for an underground structure made of PET resin has a substantially rectangular cover plate portion 25, a frame portion 26 extending substantially perpendicularly from a peripheral portion of the back surface of the cover plate portion, and a cover plate portion 25. The first rib groups 27, 27... Extending linearly and integrally along the back surface and reaching the frame portion 26, and linearly and integrally extending along the back surface of the lid plate portion 25 to form the frame portion. ., And the first rib groups 27, 27,... And the second rib groups 28, 28,.
[0024]
However, the intersection angle of each rib of both rib groups and the relationship angle between each rib and the frame 26 are different from the first embodiment (Example 1) shown in FIG.
That is, the ribs of each group intersect at a right angle (90 degrees), and the ribs 27, 27,. Are perpendicular (90 degrees) to the short side 31 or 32 of the cover plate 25, respectively.
The rib 27 has a height h: 15 mm, a thickness t 1 : 5.0 mm at the base, and a thickness t 2 : 4.0 mm at the tip. The rib 28 is the same as the rib 27, and the span S of both ribs is 25 mm. The length of the long sides 29 and 30 of the cover plate part 25 is 356 mm, the length of the short sides 31 and 32 is 208.5 mm, and the thickness thereof is t 3 : 3.5 mm. The molded article weight (total resin amount) is 1000 kg. Then, according to the static load test, it was found that the lid 24 of the water meter box 21 could not withstand a load of 800 kg (breaking load: 720 kg, cracked at a weld line).
[0025]
Other Examples and Comparative Examples The same static load test results as those of Embodiment 1 described above were obtained under the same conditions except that the crossing angle of each rib, the relation angle with the long side, and the total volume were changed. Obtained.
(1) Example 2
Relationship angle between each rib and long side: 55 degrees (intersection angle of each rib: 90 degrees)
Molded product weight (total resin amount): 1100 kg
Breaking load: 2400kg
(2) Comparative example 2
Relationship angle between each rib and long side: 30 degrees (intersection angle of each rib: 60 degrees)
Molded product weight (total resin amount): 1100 kg
Breaking load: 1700kg
(3) Comparative example 3
Relationship angle between each rib and long side: 90 degrees (intersection angle of each rib: 90 degrees)
Molded product weight (total resin amount): 1100 kg
Breaking load: 1900kg
[0026]
【The invention's effect】
According to the present invention, a first rib group and another second rib integrally intersecting with the first rib group extend linearly and in parallel between opposing long sides on the back surface of the substantially rectangular cover plate portion. Group, and the direction of each of these ribs is inclined at 45 to 80 degrees with respect to the long side of the back surface of the lid plate portion, instead of the conventional right angle (90 degrees), so that the amount of thermoplastic resin used is To withstand a breaking load of at least 2 tons with little increase in In particular, the section modulus of the section perpendicular to the long side and the short side of the cover plate portion can be prevented from largely changing along each side, so that the strength of the entire cover body can be increased.
[Brief description of the drawings]
FIG. 1 is a schematic structural explanatory view showing Embodiment 1 of an underground structure provided with a cover for a synthetic resin underground structure according to the present invention.
FIG. 2 is a perspective view of the synthetic resin underground structure lid of FIG. 1 as viewed from the back side.
FIG. 3 is a schematic configuration explanatory cross-sectional view showing a cross-sectional configuration of a rib in FIG. 2;
FIG. 4 is a diagram corresponding to FIG. 2, showing Comparative Example 1.
FIG. 5 is a diagram corresponding to FIG. 3, showing Comparative Example 1.
[Explanation of symbols]
DESCRIPTION OF SYMBOLS 1 Water meter box 2 Opening 3 Box body 4 Lid 5 Lid plate 6 Frame 7 First rib group 8 Second rib group 9, 10 Long sides 11, 12 Short sides

Claims (14)

地表近傍に開口部を形成した地下構造物の該開口部を開閉可能に閉塞するための地下構造物用熱可塑性樹脂製蓋体であって、略長方形の蓋板部と、この蓋板部裏面の相対向する長辺の間を平行に延びる第1リブ群と、この第1リブ群と一体に交差し、蓋板部裏面の相対向する長辺の間を平行に延びる第2リブ群とを備え、かつ静荷重試験で、少なくとも2トンの破壊荷重の要件を満たしてなり、
第1リブ群および第2リブ群が、各リブの方向を、対応する長辺に対し45〜80度傾斜させてなることを特徴とする地下構造物用熱可塑性樹脂製蓋体。
A lid made of a thermoplastic resin for an underground structure for opening and closing the opening of an underground structure having an opening formed in the vicinity of the ground, comprising a substantially rectangular cover plate and a back surface of the cover plate. A first rib group extending in parallel between the opposed long sides of the first rib group, and a second rib group intersecting with the first rib group and extending in parallel between the opposed long sides on the back surface of the cover plate portion. And meet the requirements of a breaking load of at least 2 tons in a static load test,
A lid made of a thermoplastic resin for underground structures, wherein the first rib group and the second rib group are formed by inclining the direction of each rib by 45 to 80 degrees with respect to the corresponding long side.
第1リブ群および第2リブ群の、相対向する長辺に対する傾斜が、50〜75度である請求項1に記載の地下構造物用熱可塑性樹脂製蓋体。The thermoplastic resin lid for underground structures according to claim 1, wherein the inclination of the first rib group and the second rib group with respect to the long sides facing each other is 50 to 75 degrees. 蓋板部が、その長辺と短辺との比を約1対0.6としてなる請求項1または2に記載の地下構造物用熱可塑性樹脂製蓋体。3. The thermoplastic resin lid for underground structures according to claim 1, wherein the lid plate has a ratio of a long side to a short side of about 1: 0.6. 第1リブ群および第2リブ群が、蓋板部の厚みを1として、各リブの高さを1〜10、その厚みを、付け根でT:0.5〜2、先端でT:0.1×T〜0.8×Tとしてなる請求項1〜3のいずれか一つに記載の地下構造物用熱可塑性樹脂製蓋体。The first rib group and the second rib group each have a height of 1 to 10 and a thickness of T 1 : 0.5 to 2 at the base and T 2 : 0.1 × T 1 to 0.8 underground construction thermoplastic resin lid according to any one of claims 1 to 3 comprising a × T 1. 蓋体が、熱可塑性樹脂の射出成形法により成形され、かつその成形時の溶融熱可塑性樹脂の注入口を蓋板部表面の中央部分近傍としてなる請求項1〜4のいずれか一つに記載の地下構造物用熱可塑性樹脂製蓋体。The lid according to any one of claims 1 to 4, wherein the lid is molded by a thermoplastic resin injection molding method, and the injection port of the molten thermoplastic resin at the time of the molding is located near the center of the lid plate surface. Cover made of thermoplastic resin for underground structures. 第1リブ群および第2リブ群が、蓋板部の長辺の長さをLとして、各リブのスパンSを,L/40〜L/4としてなる請求項1〜5のいずれか一つに記載の地下構造物用熱可塑性樹脂製蓋体。The first rib group and the second rib group each have a length of a long side of the lid plate portion as L and a span S of each rib as L / 40 to L / 4. 4. A lid made of a thermoplastic resin for an underground structure according to item 1. 熱可塑性樹脂が、リサイクルポリエチレンテレフタレート樹脂またはABS樹脂である請求項1〜6のいずれか一つに記載の地下構造物用合成樹脂製蓋体。The synthetic resin lid for underground structures according to any one of claims 1 to 6, wherein the thermoplastic resin is a recycled polyethylene terephthalate resin or an ABS resin. 熱可塑性樹脂が、ガラス繊維強化熱可塑性樹脂である請求項1〜7のいずれか一つに記載の地下構造物用合成樹脂製蓋体。The synthetic resin lid for an underground structure according to any one of claims 1 to 7, wherein the thermoplastic resin is a glass fiber reinforced thermoplastic resin. 水道メータボックス用蓋体である請求項1〜8のいずれか一つに記載の地下構造物用熱可塑性樹脂製蓋体。The lid made of a thermoplastic resin for underground structures according to any one of claims 1 to 8, which is a lid for a water meter box. 地表に開口部を有する地下構造物本体と、この地下構造物本体の開口部近傍に、開口部を開閉可能に閉塞するために取り付けられた地下構造物用熱可塑性樹脂製蓋体とを備え、
この熱可塑性樹脂製蓋体が、略長方形の蓋板部と、この蓋板部裏面の相対向する長辺の間を直線状で平行に延びる第1リブ群と、この第1リブ群と一体に交差し、蓋板部裏面の相対向する長辺の間を直線状で平行に延びる第2リブ群とを備え、かつ静荷重試験で、少なくとも2トンの破壊荷重の要件を満たしてなり、
第1リブ群および第2リブ群が、各リブの方向を、対応する長辺に対し45〜80度傾斜させてなることを特徴とする地下構造物。
An underground structure main body having an opening on the ground surface, and near the opening of the underground structure main body, a thermoplastic resin lid for an underground structure attached to close the opening so that it can be opened and closed,
The thermoplastic resin cover is formed of a substantially rectangular cover plate, a first rib group extending linearly and in parallel between opposing long sides on the back surface of the cover plate, and an integral part of the first rib group. A second rib group that intersects and extends linearly and in parallel between the opposing long sides of the back surface of the lid plate portion, and satisfies a requirement of a breaking load of at least 2 tons in a static load test,
An underground structure, wherein the first rib group and the second rib group are formed by inclining the direction of each rib by 45 to 80 degrees with respect to the corresponding long side.
地表近傍に開口部を形成した地下構造物の該開口部を開閉可能に閉塞するための地下構造物用熱可塑性樹脂製蓋体の製造方法であって、
熱可塑性樹脂製蓋体が、略長方形の蓋板部と、この蓋板部裏面の相対向する長辺の間を直線状で平行に延びる第1リブ群と、この第1リブ群と一体に交差し、蓋板部裏面の相対向する長辺の間を直線状で平行に延びる第2リブ群とを備え、
この熱可塑性樹脂製蓋体を射出成形法により製造するに際して、溶融状態の熱可塑性樹脂を、金型の蓋板部表面の中央対応部分近傍に注入し、かつ第1リブ群および第2リブ群の各リブの方向を、対応する長辺に対し45〜80度傾斜させることを特徴とする地下構造物用熱可塑性樹脂製蓋体の製造方法。
A method for manufacturing a thermoplastic resin lid for an underground structure for opening and closing the opening of an underground structure having an opening formed near the ground surface,
A cover made of a thermoplastic resin is formed of a substantially rectangular cover plate, a first rib group extending linearly and in parallel between opposed long sides of the back surface of the cover plate, and the first rib group. A second rib group that intersects and extends linearly and in parallel between opposing long sides of the back surface of the lid plate portion,
When manufacturing the thermoplastic resin lid by an injection molding method, a molten thermoplastic resin is injected near the center corresponding portion of the surface of the lid plate portion of the mold, and the first rib group and the second rib group. Wherein the direction of each of the ribs is inclined by 45 to 80 degrees with respect to the corresponding long side.
第1リブ群および第2リブ群の、相対向する長辺に対する傾斜が、50〜75度である請求項11に記載の地下構造物用熱可塑性樹脂製蓋体の製造方法。The method for producing a thermoplastic resin lid for underground structures according to claim 11, wherein the inclination of the first rib group and the second rib group with respect to the long sides facing each other is 50 to 75 degrees. 蓋板部が、その長辺と短辺との比を約1対0.6としてなる請求項11または12に記載の地下構造物用熱可塑性樹脂製蓋体の製造方法。The method for producing a thermoplastic resin lid for underground structures according to claim 11 or 12, wherein the lid plate has a ratio of a long side to a short side of about 1: 0.6. 第1リブ群および第2リブ群が、蓋板部の厚みを1として、各リブの高さを1〜10、その厚みを、付け根でT:0.5〜2、先端でT:0.1×T〜0.8×Tとしてなる請求項11〜13のいずれか一つに記載の地下構造物用熱可塑性樹脂製蓋体の製造方法。The first rib group and the second rib group each have a height of 1 to 10 and a thickness of T 1 : 0.5 to 2 at the base and T 2 : 0.1 × T 1 ~0.8 × manufacturing method of underground structures thermoplastic resin lid according to any one of claims 11 to 13 comprising a T 1.
JP2002183273A 2002-06-24 2002-06-24 Thermoplastic resin cover body for underground structure, underground structure having this cover body and method of manufacturing its cover body Pending JP2004027562A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2002183273A JP2004027562A (en) 2002-06-24 2002-06-24 Thermoplastic resin cover body for underground structure, underground structure having this cover body and method of manufacturing its cover body

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2002183273A JP2004027562A (en) 2002-06-24 2002-06-24 Thermoplastic resin cover body for underground structure, underground structure having this cover body and method of manufacturing its cover body

Publications (1)

Publication Number Publication Date
JP2004027562A true JP2004027562A (en) 2004-01-29

Family

ID=31179541

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2002183273A Pending JP2004027562A (en) 2002-06-24 2002-06-24 Thermoplastic resin cover body for underground structure, underground structure having this cover body and method of manufacturing its cover body

Country Status (1)

Country Link
JP (1) JP2004027562A (en)

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008266974A (en) * 2007-04-19 2008-11-06 Mikuni Plast Kk Cover box for underground buried equipment
KR101414086B1 (en) 2011-12-14 2014-07-02 가부시키가이샤 무라타 세이사쿠쇼 Expanding device and method for manufacturing components
CN104250980A (en) * 2013-06-27 2014-12-31 蓝星(北京)特种纤维技术研发中心有限公司 Noise-eliminating damping well lid and manufacturing method thereof
JP2016186194A (en) * 2015-03-27 2016-10-27 群馬県 Resin manhole cover
JP2017220299A (en) * 2016-06-03 2017-12-14 トヨタ紡織株式会社 end plate
GB2567167A (en) * 2017-10-04 2019-04-10 Clark Drain Ltd Cover

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5225933A (en) * 1975-08-25 1977-02-26 Honda Motor Co Ltd Choke valve controller of internal cobustion engine
JPS558778Y2 (en) * 1974-09-24 1980-02-26
JPH09296468A (en) * 1996-04-30 1997-11-18 Aron Kasei Co Ltd Small diameter plastic manhole cover
JP3047481U (en) * 1997-09-01 1998-04-14 井森化学工業株式会社 Weatherproof reinforced plastic lid with double structure
JPH1161868A (en) * 1997-08-13 1999-03-05 Kobe Steel Ltd Manhole cover made of fiber-reinforced resin
JP2001348900A (en) * 2000-06-02 2001-12-21 Asahi Tec Corp Cover for underground structure

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS558778Y2 (en) * 1974-09-24 1980-02-26
JPS5225933A (en) * 1975-08-25 1977-02-26 Honda Motor Co Ltd Choke valve controller of internal cobustion engine
JPH09296468A (en) * 1996-04-30 1997-11-18 Aron Kasei Co Ltd Small diameter plastic manhole cover
JPH1161868A (en) * 1997-08-13 1999-03-05 Kobe Steel Ltd Manhole cover made of fiber-reinforced resin
JP3047481U (en) * 1997-09-01 1998-04-14 井森化学工業株式会社 Weatherproof reinforced plastic lid with double structure
JP2001348900A (en) * 2000-06-02 2001-12-21 Asahi Tec Corp Cover for underground structure

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008266974A (en) * 2007-04-19 2008-11-06 Mikuni Plast Kk Cover box for underground buried equipment
KR101414086B1 (en) 2011-12-14 2014-07-02 가부시키가이샤 무라타 세이사쿠쇼 Expanding device and method for manufacturing components
CN104250980A (en) * 2013-06-27 2014-12-31 蓝星(北京)特种纤维技术研发中心有限公司 Noise-eliminating damping well lid and manufacturing method thereof
JP2016186194A (en) * 2015-03-27 2016-10-27 群馬県 Resin manhole cover
JP2017220299A (en) * 2016-06-03 2017-12-14 トヨタ紡織株式会社 end plate
US10522867B2 (en) 2016-06-03 2019-12-31 Toyota Boshoku Kabushiki Kaisha End plate for a fuel cell
GB2567167A (en) * 2017-10-04 2019-04-10 Clark Drain Ltd Cover
GB2567167B (en) * 2017-10-04 2021-12-08 Clark Drain Ltd Plastic moulded man hole cover and method

Similar Documents

Publication Publication Date Title
CA2469546C (en) A synthetic roofing shingle or tile
US8206807B2 (en) Synthetic roofing shingle or tile
US7635114B2 (en) Rotationally molded, reinforced decorative fence post and method of making same
Taketa et al. Flowability of unidirectionally arrayed chopped strands in compression molding
CN100548744C (en) Frame panel
CA2469951C (en) A synthetic roofing shingle or tile
US20050134104A1 (en) Coated mining bolt
CN101623945B (en) Polyurethane product and preparation method thereof and special equipment thereof
JP2004027562A (en) Thermoplastic resin cover body for underground structure, underground structure having this cover body and method of manufacturing its cover body
CN1256486C (en) Cover made by macromolecular composite material and its mfg. method
Bula et al. Visualization of particles arrangement during filling stage of polyamide 6–metal insert injection molding
US20130136537A1 (en) Manhole cover manufacturing process and manhole cover thus obtained
JP2004090988A (en) Synthetic resin pallet
US6977115B1 (en) Low pressure compression molded parts having nano-particle reinforced protrusions and method of making the same
US4308307A (en) Plastic panel for vehicular exterior
KR101125719B1 (en) Guide block crosswalk for blind person and manufacturing method of the same
KR200466727Y1 (en) The Protection Plate of Underground Cable
CN113718856B (en) Plastic composite well cover and manufacturing method thereof
KR20120092805A (en) Wood polymer composite pavement block
CA2355884C (en) Low pressure compression molded parts having nano-particle reinforced protrusions and method of making the same
US20180361970A1 (en) Low stress attachment for high gloss weatherable polycarbonate decorative applications
GB2567167A (en) Cover
CN2719924Y (en) Composite manhole cover
KR200295159Y1 (en) A concrete and plastics boundary stone
CN1922386B (en) Coated mining bolt

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20050314

A711 Notification of change in applicant

Free format text: JAPANESE INTERMEDIATE CODE: A711

Effective date: 20050506

A521 Written amendment

Free format text: JAPANESE INTERMEDIATE CODE: A821

Effective date: 20050506

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20070308

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20070918

A521 Written amendment

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20071115

A02 Decision of refusal

Free format text: JAPANESE INTERMEDIATE CODE: A02

Effective date: 20080507