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JP4015293B2 - Stabilized leg of small-diameter manhole made of PVC - Google Patents
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JP4015293B2 - Stabilized leg of small-diameter manhole made of PVC - Google Patents

Stabilized leg of small-diameter manhole made of PVC Download PDF

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Publication number
JP4015293B2
JP4015293B2 JP21647298A JP21647298A JP4015293B2 JP 4015293 B2 JP4015293 B2 JP 4015293B2 JP 21647298 A JP21647298 A JP 21647298A JP 21647298 A JP21647298 A JP 21647298A JP 4015293 B2 JP4015293 B2 JP 4015293B2
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Prior art keywords
small
leg
pvc
diameter
manhole
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JP2000027214A (en
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義貴 中居
正 菖蒲迫
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Aron Kasei Co Ltd
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Aron Kasei Co Ltd
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Description

【0001】
【発明の属する技術分野】
本発明は、塩ビ製小口径マンホ−ルの安定脚に関するものである。
【0002】
【従来の技術】
現在、この種のマンホ−ルは、下水道用硬質塩化ビニル製小型マンホ−ルとして日本下水道協会規格に規格されて普及されるようになった。
【0003】
かかる塩ビ製小口径マンホ−ルは、公道、私道および歩道などで車両総重量2ton以上の車両が通行する場所や、民地内、路地などで車両総重量2ton以下の車両が通行する場所に主として埋設される。
【0004】
ところで、かかる塩ビ製小口径マンホ−ルについて、本出願人は多数提案(例えば、実用新案登録第2547479号公報、同第2424755号公報、同第2524756号公報、同第2554322号公報、同第2544132号公報、同第2530149号公報等参照)し、これを商品化しているが、これは、従来、本出願人が開発し、実用化して塩ビ製下水道施設に貢献している塩ビ製小口径ますを、その実績を踏まえて、略スケ−ルアップ(例えば、点検筒径を300mmφにアップしたもの)したもので、前記規格にも適合した信頼性の高い商品として普及に努めている。
【0005】
かかる塩ビ製小口径マンホ−ル50について概説する。
【0006】
図5および図6(図5のA〜A断面図)において、51は射出成形製マンホ−ル本体であって、上流側にゴム輪受口付流入口52、下流側に差口付流出口53、上向きにゴム輪受口付点検筒用接続口54がそれぞれ一体成形されて設けられている。
【0007】
このゴム輪受口52には下水本管の上流管55、差口付流出口53には下水本管の下流管56、ゴム輪受口付点検筒用接続口54には長さ(埋設深さに略相当するもの)1.2m以上の点検筒57が、それぞれ接続される。
【0008】
そして、この図示の塩ビ製小口径マンホ−ル50はストレ−ト型と呼ばれ、マンホ−ル本体51の内部に形成されたインバ−ト部58は、その軸線がストレ−トでその形状が略半円筒に形成され、したがって、このインバ−ト部58の中央部は、前記点検筒57の直下に位置している。
【0009】
また、このマンホ−ル本体51のインバ−ト部58の底部外側には安定脚59が一体射出成形されて突設し、この安定脚59は、通常リング状または櫛歯状リングになっている。勿論、この塩ビ製小口径マンホ−ル50がドロップ型の場合は、安定脚を設けていない。
【0010】
そして、この安定脚59は、前記日本下水道協会規格では特に規定されず、その形状は自由であり、また、その寸法についても勿論、規定されていない。
【0011】
かかる安定脚59は、汎用されている塩ビ製小口径ますの場合、そのインバ−ト部自身に所定の勾配を形成しているため、インバ−ト部の補強は勿論、ます本体の安定と水平維持の2つの機能を有しているが、塩ビ製小口径マンホ−ル50の場合、次のような据付け施工をするため、その安定脚59は、マンホ−ル本体51の安定機能のみを果たしていることの知見を得た。
【0012】
すなわち、塩ビ製小口径マンホ−ル50の据付け工法を述べると、図5および図6において掘削溝60に砂基礎(本明細書では土砂ともいう)61を突き固めて構成し、マンホ−ル本体51が位置する所は、ゴム輪接合のため継手掘り62をしておく。
【0013】
そこで、マンホ−ル本体51の据付けは、下水本管(55),(56)の勾配に合わせたインバ−ト部58の勾配および高さをチェックして仮固定する。次いで、下水本管(55),(56)の勾配、軸心および高さをチェックしてから、下水本管(55),(56)とインバ−ト部58のゴム輪接合(52),(53)を行う。
【0014】
このようにした下水本管(55),(56)の勾配、軸心および高さを再チェックすると共に、インバ−ト部58の設計高さ、勾配、軸心等も再チェックし仮固定する。
【0015】
次いで、インバ−ト部58の底部外側63が空洞にならないように左右バランスよく交互に砂を投入し、木だこ等で十分に突き固める。したがって、マンホ−ル本体51の底部の支持面を大きくし、かつ、側面を十分に突き固めているため、耐路面荷重を増大している。
【0016】
ところで、小口径マンホ−ル50の安定脚59は、そのインバ−ト部58に所定の勾配が形成されているものの、前記のように下水本管(55),(56)によってこのインバ−ト部58の勾配が更に修正されるから、必ずしも水平に形成する機能はなく、したがって、安定脚59の高さも一様でなくてもよい、という知見を得た。
【0017】
一方、従来、塩ビ製(またはポリプロピレン製)小口径ますにおける安定脚について、いくつかの提案がなされているが、これらを分析してみると、次のように大別される。
【0018】
すなわち、安定脚を平板状にしたもの(例えば、実開昭51−69462号公報、実開昭54−141766号公報第1図のもの、特開平8−27883号公報、特開平9−242172号公報、特開平9−242173号公報等参照)、安定脚を櫛歯リング状にしたもの(例えば、実開昭54−141764号公報、特公昭58−5340号公報、実公昭61−45268号公報等参照)、安定脚をリング状にしてインバ−ト部の補強をしたもの(例えば、実開昭51−29654号公報、実開昭54−141766号公報等参照)に大別される。
【0019】
【発明が解決しようとする課題】
ところが、従来の塩ビ製小口径ますにおける安定脚を、その径および高さを略スケ−ルアップし、かつ、水平を形成する機能を必要としない塩ビ製小口径マンホ−ルの安定脚に適用すると、次のような問題のあることが判明した。
【0020】
▲1▼塩ビ製小口径ますにおける安定脚を平板状にしたものでは、マンホ−ル本体を、施工現場に特有の勾配にするとき、突き固めた砂基礎が抵抗し勝ちとなり、下水本管との接合がゴム輪接合であるだけに、マンホ−ル本体の勾配度を損なうおそれがあり、ひいては、耐路面荷重を低下させるおそれがある。
【0021】
▲2▼塩ビ製(またはPP製)小口径ますにおける安定脚をリング状または櫛歯リング状にしたものでは、安定脚の径が拡大し、点検筒が大径かつ長尺になっている塩ビ製小口径マンホ−ルに適用すると、リング状安定脚によるインバ−ト部の強度が低下し、点検筒から点検掃除時に挿入するジェット洗浄用ホ−スの先端ノズル部等の重量物が、安定脚の中央部に不測に落下すれば、インバ−ト部の表面がひび割れするおそれがある。
【0022】
特に、塩ビ製小口径マンホ−ルはコンクリ−ト製マンホ−ルに比べ、加工性は優れているが、長期にわたり頻繁に行う掃除の際には、その破損の危険性が大になる。
【0023】
そこで本発明は、かかる問題を解決することを主たる目的とすると共に、成形性良好で安価な安定脚を提供することを副たる目的とするものである。
【0024】
【課題を解決するための手段】
かかる目的を達成するため、本発明の要旨とするところは、1)塩ビ製小口径マンホ−ルのインバ−ト部の底部外側に、土砂に突っ込み可能の安定脚を、射出成形時に一体成形して突設し、該安定脚の内側に、該安定脚と連なり、前記インバ−ト部の軸線に沿い、かつ、点検筒直下の位置において、補強リブを、射出成形時に一体成形して突設することにより、前記安定脚の機能とする安定性を補完すると共に、インバ−ト部の強度を向上させたことを特徴とする塩ビ製小口径マンホ−ル安定脚にあり、また、2)請求項1における補強リブの他、射出成形時のスプル−跡側に、該補強リブより高さの低いメッシュリブを、射出成形時に一体成形して突設した塩ビ製小口径マンホ−ルの安定脚にある。
【0025】
したがって、本発明には次のような実施態様が含まれる。
【0026】
▲1▼安定脚と補強リブとを同一高さにして、射出成形用金型のキャビティや型開きに負担をかけないもの。
【0027】
▲2▼点検筒と安定脚とを略同心異径にして、点検筒の投影をリング状安定脚からはみ出させ、しかも、その直径上(インバ−ト部の最低部)に補強リブを設け、点検筒を拡径(450mmφ)しても、耐衝撃性をもたせたもの。
【0028】
▲3▼インバ−ト部の肉厚を従来標準のものより若干厚くして耐衝撃性をもたせたもの。
【0029】
▲4▼補強リブの長さ方向中心に、これと略直交する第2の補強リブを設け、補強リブの補強をしたもの。
【0030】
【発明の実施の形態】
本発明を、添付図面に示す実施の形態例により詳細に述べる。
図1は本発明の第1の実施の形態例の底面図、図2は図1のA〜A断面図、図3は第2の実施の形態例の底面図で、図1の相当図、図4は第3の実施の形態例の底面図で、図1の相当図であり、図5および図6との同一部分は、図示およびその説明を省略するが、符号は同図のものを用いている。
【0031】
図1において、この塩ビ製小口径マンホ−ル1は射出成形品であり、下水本管(55),(56)の口径150mmφ、200mmφまたは250mmφ、点検筒の軸長1200mm以上、口径300mmφ、肉厚略5mm〜9mmの寸法のものに好都合である。
【0032】
図1図示のものはストレ−ト型であって、マンホ−ル本体2のインバ−ト部3の軸線4がストレ−トで、その形状が略半円筒状に形成されており、インバ−ト部3の底部外側に、径約200mmφ、高さ約100mmφ、肉厚約7mmの安定脚5を射出成形時に一体に突設している。
【0033】
この安定脚5の内側に連設した、インバ−ト部3の軸線4に沿って長寸(高さが長寸のこと)補強リブ6を射出成形時に一体に突設しており、この長寸補強リブ6の高さ、すなわち先端は安定脚5の先端と面一にして、安定脚5の機能とする安定性を補完している。
【0034】
この長寸補強リブ6の形状は、マンホ−ル本体2の射出成形用スプル−跡7が安定脚5の内側に位置することから、基部肉厚7mm、先端肉厚5mmの抜き勾配をもっており、安定脚5と共に、砂基礎61に容易に突っ込み、マンホ−ル本体2の勾配を容易にかつ正確に形成できるようになっている。
【0035】
また、この長寸補強リブ6の他に、長寸補強リブ6に平行および直交する格子状の短寸(高さが短寸のこと)補強リブ(略10mm□のもので、メッシュリブともいう)8を射出成形時に一体に突設し、安定脚5内における肉厚を、外力に対抗するような実質的な増量をして剛性を増大し、ひいては、衝撃荷重等に耐えるようにしている。
【0036】
特に、メッシュリブ形状にすると、インバ−ト部3の弯曲面に好都合(アンダ−カットは勿論、成形サイクルの迅速化)となる。
【0037】
したがって、点検筒51からの、例えば3kgfの重量物(例えば、不測に落下させる高圧洗浄ノズル)の落下による衝撃荷重等に対する強度を増大すると共に、原料樹脂の節減や成形性に支障のないようにしている。
【0038】
次に、第2の実施の形態例の安定脚9について述べる。
図3において、これは、15°、30°、45°、60°、75°、90°の曲がり型(但し、60°しか図示せず)であって、インバ−ト部3の曲がり軸線10がこれらの数値に相当するゆるやかな曲がりに形成されており、したがって、前記と同様の長寸補強リブ11は、この曲がり軸線10に沿って、前記と同様に突設している。
【0039】
また、短寸補強リブ12の格子の一部は、図示のように曲がり軸線10に平行および交叉状の流れ菱形状になっている。
【0040】
次に、第3の実施の形態例の安定脚13について述べる。
図4において、これは、45°、60°、90°の合流型であって、インバ−ト部3の軸線が本流軸線14の他、これらの数値に相当する方向に分岐した分岐軸線15を有しており、したがって、前記と同様の長寸補強リブ16は、本流軸線14および分岐軸線15に沿って、前記と同様に突設している。
【0041】
また、短寸補強リブ17の格子は、これらの本流軸線14および分岐軸線15に沿っているため、菱形状に形成されている。
【0042】
これらのリング状安定脚5,9,13には、点検筒51と同心同径か、同心小径になっている場合や、安定脚と点検筒との中心位置がずれている場合等があるが、いずれにしても、長寸補強リブ6,11,16は、少なくとも点検筒の直下におけるインバ−ト部の軸線(インバ−ト部の最低部)4,10,14,15に沿うように位置させる(場合によってはリング状安定脚からはみ出して位置させる)ので、長寸補強リブの高さは低くてすむばかりでなく、衝撃荷重の最大値を支承することができる。
【0043】
なお、本実施の形態例は塩ビ製小口径マンホ−ルで説明したが、本発明はこれに限らず、公道や民地との境界近傍に埋設し、高圧洗浄ジェットノズル等が挿入される塩ビ製小口径公共ますにも適用できるものである。したがって、本明細書では、この公共ますを含めて場合によっては塩ビ製小口径マンホ−ルとも呼ぶことにしている。
【0044】
【発明の効果】
本発明によると、
▲1▼マンホ−ルとして拡大された安定脚に連なった補強リブを、突設したので、インバ−ト部の肉厚を特に増量せずに(もし、特に増量すると射出成形時における十分な圧力不足となったり、冷却がアンバランスになったり、内部に空洞が生じたりして、かえって強度低下の原因にもなったりして、成形性に支障をきたす)、剛性を増し、耐衝撃性を付与し、殊にインバ−ト部に耐衝撃性を付与し、長年に亘る信頼性の高い塩ビ製小口径マンホ−ルを提供することができる。
【0045】
特に、点検筒が長尺かつ、大径になる小口径マンホ−ルだけに、落下衝撃が増大するが、これによく耐えることができる。
【0046】
▲2▼安定脚と補強リブとを連なって射出成形時に成形したので、単独で突設したものに比べ、剛性が得られるばかりでなく、成形性を従来どおりとし、ひいては、生産性を向上させることができる。
【0047】
▲3▼安定脚と補強リブを共に、下水本管とのゴム輪接合や点検筒とのゴム輪接合がいかんなく発揮させることができるように、土砂に突っ込みまたは接触するようにしたので、マンホ−ルの勾配を現場特有の下水本管の勾配に容易に適合させることができ、排水の流れを、固形物の滞留なく円滑にすることができる。
【0048】
▲4▼補強リブをインバ−ト部の軸線に沿わしたので、すなわち、弯曲最低部に設けたので、補強リブの高さを短くできるばかりか、落下荷重の最大値を支持することができる。
【0049】
▲5▼高さ短寸のメッシュリブを設けたので、意外にも、スプル−跡近傍の白化を防止し、商品価値を向上させることができる。
【図面の簡単な説明】
【図1】図1は本発明の第1の実施の形態例の底面図である。
【図2】図1のA〜A断面図である。
【図3】第2の実施の形態例の底面図で、図1の相当図である。
【図4】第3の実施の形態例の底面図で、図1の相当図である。
【図5】従来例である。
【図6】図5のA〜A断面図である。
【符号の説明】
1…塩ビ製小口径マンホ−ル、2…マンホ−ル本体、3…インバ−ト部、4…軸線、5…安定脚、6…長寸補強リブ、8…短寸補強リブ
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to a stable leg of a small-diameter manhole made of PVC.
[0002]
[Prior art]
At present, this type of manhole has been standardized by the Japan Sewerage Association standard as a small manhole made of hard vinyl chloride for sewerage.
[0003]
Such PVC small-diameter manholes are mainly embedded in places where vehicles with a gross vehicle weight of 2 tons or more pass on public roads, private roads, and sidewalks, and in places where vehicles with a gross vehicle weight of 2 tons or less pass in private or alleys. Is done.
[0004]
By the way, the applicant has proposed a number of such small-diameter manholes made of polyvinyl chloride (for example, utility model registration Nos. 2547479, 2424755, 2524756, 2554322, 2544132). This is commercialized, but this has been developed by the applicant and has been commercialized to contribute to PVC sewerage facilities. Based on the results, the scale has been substantially scaled up (for example, the inspection cylinder diameter has been increased to 300 mmφ), and is being promoted as a highly reliable product that also complies with the above standards.
[0005]
The polyvinyl chloride small-diameter manhole 50 will be outlined.
[0006]
5 and 6 (A-A cross-sectional view of FIG. 5), 51 is an injection-molded manhole body, which has an inlet 52 with a rubber ring outlet on the upstream side and an outlet with a differential port on the downstream side. 53, an inspection tube connecting port 54 with a rubber ring receiving port is integrally formed and provided upward.
[0007]
The rubber ring receiving port 52 has an upstream pipe 55 of the sewage main pipe, the outlet 53 with a differential port has a downstream pipe 56 of the sewage main pipe, and the inspection pipe connecting port 54 with a rubber ring receiving port has a length (buried depth). An inspection cylinder 57 of 1.2 m or more is connected to each other.
[0008]
The PVC small-diameter manhole 50 shown in the figure is called a straight type, and the inverter 58 formed inside the manhole body 51 has a straight axis and a shape. Therefore, the central portion of the inverter 58 is located directly below the inspection cylinder 57.
[0009]
Further, a stable leg 59 is integrally injection-molded and protruded on the outer side of the bottom portion of the invert part 58 of the manhole body 51. The stable leg 59 is usually a ring-shaped or comb-shaped ring. . Of course, when the small-bore manhole 50 made of PVC is a drop type, no stabilizing leg is provided.
[0010]
And this stabilization leg 59 is not prescribed | regulated in particular in the said Japan Sewerage Association standard, The shape is free, Of course, it is not prescribed | regulated also about the dimension.
[0011]
In the case of such a small leg made of polyvinyl chloride, the stabilizing leg 59 forms a predetermined gradient in the inverted portion itself, so that the inverted portion is not only reinforced, but also the stability of the main body and the horizontal In the case of the small-diameter manhole 50 made of polyvinyl chloride, the stable leg 59 performs only the stable function of the manhole body 51 in order to perform the following installation work. I got the knowledge that
[0012]
That is, the installation method of the small-diameter manhole 50 made of polyvinyl chloride will be described. In FIG. 5 and FIG. 6, a sand foundation (also referred to as earth and sand in this specification) 61 is fixed to the excavation groove 60, and the manhole main body is constructed. Where 51 is located, a joint digging 62 is made for rubber ring bonding.
[0013]
Therefore, the installation of the manhole body 51 is temporarily fixed by checking the gradient and height of the inverter 58 in accordance with the gradient of the sewage main pipes (55) and (56). Next, after checking the slope, axial center and height of the sewage main pipes (55) and (56), the rubber ring joint (52) of the sewage main pipes (55) and (56) and the inverter part 58, (53) is performed.
[0014]
The sewage main pipes (55) and (56) thus constructed are rechecked for the gradient, axial center, and height, and the design height, gradient, axial center, etc. of the inverter 58 are also rechecked and temporarily fixed. .
[0015]
Next, sand is poured alternately with a good balance between left and right so that the bottom outer side 63 of the inverted portion 58 does not become a cavity, and the sand is sufficiently hardened with a wooden saw or the like. Therefore, since the supporting surface of the bottom part of the manhole body 51 is enlarged and the side surface is sufficiently solidified, the road load resistance is increased.
[0016]
By the way, the stabilizing leg 59 of the small-diameter manhole 50 has a predetermined slope formed in the inverted portion 58, but as described above, the inverted leg is provided by the sewage main pipes (55) and (56). Since the slope of the portion 58 is further corrected, it has been found that the function of forming the portion 58 is not necessarily horizontal, and therefore the height of the stabilizing leg 59 may not be uniform.
[0017]
On the other hand, conventionally, some proposals have been made on a stable leg made of polyvinyl chloride (or polypropylene) small caliber, and when analyzed, these are roughly classified as follows.
[0018]
That is, the stabilizer legs are flat (for example, those shown in FIG. 1 of Japanese Utility Model Laid-Open No. 51-69462, Japanese Utility Model Laid-Open No. 54-141766, Japanese Patent Application Laid-Open No. 8-27883, Japanese Patent Application Laid-Open No. 9-242172). Japanese Laid-Open Patent Publication No. 9-242173, etc., and those having stable legs in a comb-like ring shape (for example, Japanese Utility Model Publication No. 54-141664, Japanese Patent Publication No. 58-5340, Japanese Utility Model Publication No. 61-45268). And the like, and the reinforcement legs are reinforced with a ring shape (for example, see Japanese Utility Model Publication Nos. 51-29654 and 54-141766).
[0019]
[Problems to be solved by the invention]
However, when the conventional leg of the small-bore PVC made of polyvinyl chloride is applied to the stable leg of the small-bore manhole made of PVC that does not require the function of forming the horizontal, and the scale and the height are substantially scaled up. The following problems were found.
[0020]
(1) In the case where the stabilizer legs in the small caliber made of PVC are flat, when the manhole body has a slope specific to the construction site, the crushed sand foundation tends to resist, However, there is a risk that the slope of the manhole body will be impaired, and as a result, the road load resistance may be reduced.
[0021]
(2) PVC (or PP) small caliber with a stable leg in the shape of a ring or a comb-shaped ring, the diameter of the stable leg is enlarged and the inspection tube is large and long. When applied to small-diameter manholes, the strength of the inverter part due to the ring-shaped stabilizing legs decreases, and heavy objects such as the nozzle tip of the jet cleaning hose inserted from the inspection cylinder during inspection cleaning are stable. If it falls unexpectedly to the center of the leg, the surface of the inverter may be cracked.
[0022]
In particular, PVC small-diameter manholes are superior in workability to concrete manholes, but the risk of breakage increases during frequent cleaning over a long period of time.
[0023]
Accordingly, the main object of the present invention is to solve such problems and to provide a stable leg with good moldability and low cost.
[0024]
[Means for Solving the Problems]
In order to achieve such an object, the gist of the present invention is as follows. 1) Stabilizing legs that can be pushed into the earth and sand are integrally formed on the outside of the bottom portion of the invert portion of the small-bore PVC manhole at the time of injection molding. A reinforcing rib is integrally formed at the time of injection molding at the position that is connected to the stabilizing leg, along the axis of the inverter part, and directly under the inspection tube. Thus, in addition to the stability that is the function of the stabilizing leg, the polyvinyl chloride small-diameter manhole stabilizing leg is characterized in that the strength of the inverted portion is improved. In addition to the reinforcing rib in Item 1, a stable leg of a small-diameter manhole made of polyvinyl chloride, which is formed by integrally molding a mesh rib having a height lower than the reinforcing rib on the side of the sprue at the time of injection molding. It is in.
[0025]
Therefore, the present invention includes the following embodiments.
[0026]
(1) Stabilizing legs and reinforcing ribs are made the same height so as not to place a burden on the cavity or mold opening of the injection mold.
[0027]
(2) The inspection cylinder and the stabilizing leg are made substantially concentrically different in diameter, the projection of the inspection cylinder protrudes from the ring-shaped stabilizing leg, and a reinforcing rib is provided on the diameter (the lowest part of the inverter part), Even if the inspection tube is expanded (450mmφ), it has shock resistance.
[0028]
(3) The thickness of the inverted part is made slightly thicker than the conventional standard to give impact resistance.
[0029]
(4) A reinforcing rib is reinforced by providing a second reinforcing rib substantially orthogonal to the reinforcing rib in the longitudinal center.
[0030]
DETAILED DESCRIPTION OF THE INVENTION
The present invention will be described in detail by way of embodiments shown in the accompanying drawings.
1 is a bottom view of the first embodiment of the present invention, FIG. 2 is a cross-sectional view taken along the line A-A of FIG. 1, FIG. 3 is a bottom view of the second embodiment, and is an equivalent view of FIG. FIG. 4 is a bottom view of the third embodiment, corresponding to FIG. 1. The same parts as those in FIGS. 5 and 6 are not shown and described, but the reference numerals are the same as those in FIG. Used.
[0031]
In FIG. 1, this PVC small-diameter manhole 1 is an injection-molded product. The sewage main pipes (55) and (56) have a bore diameter of 150 mmφ, 200 mmφ or 250 mmφ, an inspection tube axial length of 1200 mm or more, a bore diameter of 300 mmφ, Convenient for a thickness of about 5 mm to 9 mm.
[0032]
1 is a straight type, and the axis 4 of the invert portion 3 of the manhole body 2 is straight and the shape thereof is formed in a substantially semi-cylindrical shape. A stable leg 5 having a diameter of about 200 mmφ, a height of about 100 mmφ, and a thickness of about 7 mm is integrally projected on the outside of the bottom of the portion 3 during injection molding.
[0033]
A long rib (having a long height) reinforcing rib 6 is provided so as to protrude integrally with the inside of the stabilizing leg 5 along the axis 4 of the inverter portion 3 at the time of injection molding. The height of the dimension reinforcing rib 6, that is, the tip is flush with the tip of the stable leg 5, so that the stability of the function of the stable leg 5 is complemented.
[0034]
The shape of the long reinforcing rib 6 has a draft of a base wall thickness of 7 mm and a tip wall thickness of 5 mm because the injection molding spur trace 7 of the manhole body 2 is located inside the stabilizing leg 5. Along with the stabilizing legs 5, it can be easily pushed into the sand foundation 61 so that the gradient of the manhole body 2 can be formed easily and accurately.
[0035]
In addition to the long reinforcing rib 6, a grid-like short dimension (having a short height) reinforcing rib parallel to and perpendicular to the long reinforcing rib 6 (approximately 10 mm square, also referred to as a mesh rib). ) 8 is integrally protruded at the time of injection molding, and the rigidity is increased by substantially increasing the wall thickness in the stable leg 5 to counteract external force, so that it can withstand impact loads and the like. .
[0036]
In particular, when the mesh rib shape is used, it is convenient for the curved surface of the inverted portion 3 (not only undercut but also rapid molding cycle).
[0037]
Therefore, the strength against impact load or the like caused by dropping of a heavy object of, for example, 3 kgf from the inspection cylinder 51 (for example, a high-pressure washing nozzle that is unexpectedly dropped) is increased, and the material resin can be saved and the moldability is not hindered. ing.
[0038]
Next, the stable leg 9 of the second embodiment will be described.
In FIG. 3, this is a bending type of 15 °, 30 °, 45 °, 60 °, 75 °, 90 ° (however, only 60 ° is shown), and the bending axis 10 of the inverter part 3 is shown. Therefore, the long reinforcing ribs 11 similar to those described above project along the bending axis 10 in the same manner as described above.
[0039]
Further, a part of the lattice of the short reinforcing ribs 12 has a flow rhombus shape parallel to and intersecting with the bending axis 10 as shown in the figure.
[0040]
Next, the stable leg 13 of the third embodiment will be described.
In FIG. 4, this is a confluence type of 45 °, 60 °, and 90 °, and the axis of the invert part 3 has a branch axis 15 that branches in a direction corresponding to these numerical values in addition to the main flow axis 14. Accordingly, the long reinforcing ribs 16 similar to those described above project along the main flow axis 14 and the branch axis 15 in the same manner as described above.
[0041]
Further, since the lattice of the short reinforcing ribs 17 is along the main flow axis 14 and the branch axis 15, it is formed in a rhombus shape.
[0042]
These ring-shaped stabilizing legs 5, 9, and 13 may have a concentric diameter or a small concentric diameter with the inspection cylinder 51, or the center positions of the stabilizing leg and the inspection cylinder may be shifted. In any case, the long reinforcing ribs 6, 11, 16 are positioned at least along the axis line (the lowest part of the inverter part) 4, 10, 14, 15 of the inverter part immediately below the inspection cylinder. (In some cases, it is positioned so as to protrude from the ring-shaped stabilizing leg), the height of the long reinforcing rib is not only low, but the maximum impact load can be supported.
[0043]
Although the present embodiment has been described with a small-bore manhole made of PVC, the present invention is not limited to this, and the PVC is embedded in the vicinity of the boundary with public roads and private areas, and a high-pressure washing jet nozzle or the like is inserted. It can be applied to small caliber public masers. Therefore, in the present specification, this public space is sometimes referred to as a small-diameter manhole made of PVC.
[0044]
【The invention's effect】
According to the present invention,
(1) Reinforcing ribs connected to the stable legs expanded as manholes are projected, so that the thickness of the invert part is not particularly increased (if the amount is increased, sufficient pressure at the time of injection molding) Insufficient cooling, unbalanced cooling, and internal cavities, which may cause a decrease in strength, which may hinder formability), increase rigidity, and improve impact resistance. In particular, it is possible to provide impact resistance to the invert part, and to provide a highly reliable small-diameter manhole made of PVC for many years.
[0045]
In particular, the drop impact is increased only for the small-diameter manhole whose inspection tube is long and has a large diameter, but it can withstand this well.
[0046]
(2) Since the stabilizing legs and the reinforcing ribs are molded at the time of injection molding, not only the rigidity is obtained, but also the moldability is maintained as before and the productivity is improved. be able to.
[0047]
(3) Both the stabilizer legs and the reinforcing ribs are pushed into or touching the earth and sand so that the rubber ring joint with the sewage main pipe and the rubber ring joint with the inspection cylinder can be fully demonstrated. -The slope of the water can be easily adapted to the slope of the main sewage mains, and the flow of the drainage can be made smooth without solids staying.
[0048]
(4) Since the reinforcing rib is provided along the axis of the inverter portion, that is, provided at the lowest bent portion, the height of the reinforcing rib can be shortened and the maximum value of the drop load can be supported.
[0049]
{Circle around (5)} Since the short mesh ribs are provided, it is surprisingly possible to prevent whitening in the vicinity of the sprue trace and improve the commercial value.
[Brief description of the drawings]
FIG. 1 is a bottom view of a first embodiment of the present invention.
2 is a cross-sectional view taken along line AA in FIG.
FIG. 3 is a bottom view of the second embodiment, corresponding to FIG.
FIG. 4 is a bottom view of the third embodiment, corresponding to FIG.
FIG. 5 is a conventional example.
6 is a cross-sectional view taken along line AA in FIG.
[Explanation of symbols]
DESCRIPTION OF SYMBOLS 1 ... Small bore manhole made of polyvinyl chloride, 2 ... Manhole body, 3 ... Invert part, 4 ... Axis, 5 ... Stabilizing leg, 6 ... Long reinforcing rib, 8 ... Short reinforcing rib

Claims (2)

塩ビ製小口径マンホ−ルのインバ−ト部の底部外側に、土砂に突っ込み可能の安定脚を、射出成形時に一体成形して突設し、該安定脚の内側に、該安定脚と連なり、前記インバ−ト部の軸線に沿い、かつ、点検筒直下の位置において、補強リブを、射出成形時に一体成形して突設することにより、前記安定脚の機能とする安定性を補完すると共に、インバ−ト部の強度を向上させたことを特徴とする塩ビ製小口径マンホ−ル安定脚。A stable leg that can be thrust into the earth and sand is formed on the outside of the bottom part of the invert part of the small-diameter manhole made of PVC, and is integrally formed at the time of injection molding. Along with the axis of the inverter part, and at a position directly below the inspection cylinder, the reinforcing ribs are integrally molded at the time of injection molding to project and complement the stability as the function of the stabilizing leg, A polyvinyl chloride small-diameter manhole stabilizing leg characterized in that the strength of the inverted portion is improved. 請求項1における補強リブの他、射出成形時のスプル−跡側に、該補強リブより高さの低いメッシュリブを、射出成形時に一体成形して突設した塩ビ製小口径マンホ−ルの安定脚。In addition to the reinforcing ribs in claim 1, the stability of the small-diameter manhole made of PVC in which a mesh rib having a height lower than that of the reinforcing ribs is integrally formed and protruded on the side of the sprue at the time of injection molding. leg.
JP21647298A 1998-07-14 1998-07-14 Stabilized leg of small-diameter manhole made of PVC Expired - Lifetime JP4015293B2 (en)

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JP4015293B2 true JP4015293B2 (en) 2007-11-28

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