JP2010037935A - Manhole cover - Google Patents

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JP2010037935A
JP2010037935A JP2009049760A JP2009049760A JP2010037935A JP 2010037935 A JP2010037935 A JP 2010037935A JP 2009049760 A JP2009049760 A JP 2009049760A JP 2009049760 A JP2009049760 A JP 2009049760A JP 2010037935 A JP2010037935 A JP 2010037935A
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manhole cover
back surface
auxiliary
rib
plate portion
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Masaru Fukuhara
勝 福原
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Fukuhara Imono Seisakusho KK
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Fukuhara Imono Seisakusho KK
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a manhole cover having a required strength, lower in weight and cost than conventional manholes, and usable for arterial roads. <P>SOLUTION: Parallel cross-shaped reinforcement ribs 7 are formed on the lower surface of the plate part 6 of a cast manhole cover body 5. A surrounding part 8 is formed at the center of the reinforcement ribs 7. Auxiliary ribs 9, 9 the lower edges of which have a height h lower by approximately half the height H of the surrounding part 8 extend radially from the center of a plate part 6 in an X-shape on the inside of the surrounding part 8. <P>COPYRIGHT: (C)2010,JPO&INPIT

Description

本発明は、補強リブを設けたマンホール蓋に関するものである。   The present invention relates to a manhole cover provided with reinforcing ribs.

マンホール蓋として一般にダクタイル鋳鉄等の金属材料で作られたプレート状のものが用いられているが、所要の機械的強度を保持するものを軽量化するため、裏面に補強リブが設けられている。   As a manhole cover, a plate-shaped one made of a metal material such as ductile cast iron is generally used. However, a reinforcing rib is provided on the back surface in order to reduce the weight of the manhole cover that maintains the required mechanical strength.

そして国道や県道又は幹線道路のように、車両等の交通量が多い道路に使用されるマンホール蓋の破壊強度や耐久性は、それ以外の比較的交通量の少ない一般道路で使用されるマンホール蓋より当然に高いものであることを求められており、その機械的強度は一般道路用と、交通量の多い場所に用いられる2種の検査基準が定められている。   And the manhole cover used for roads with heavy traffic, such as national roads, prefectural roads, and main roads, has the same strength and durability as manhole covers used for other general roads with relatively low traffic. Naturally, it is required to have a high mechanical strength, and two types of inspection standards are used for its mechanical strength, which are used for general roads and where there is a lot of traffic.

例えば、直径634mmのマンホール蓋の場合、交通量の少ない一般道で使われるマンホール蓋では破壊検査機の載荷板(200mm×500mm)で120kNの荷重を加えた場合に、たわみが2.2mm以下、残留たわみが0.1mm以下で、400kNの荷重で破壊しないことが基準(以下、基準1という。)とされている。また、幹線道路等に使われる同径のマンホール蓋では、載荷板(200mm×500mm)で210kNの荷重を加えた場合に、たわみが2.2mm以下、残留たわみが0.1mm以下で、700kNの荷重で破壊しないことが基準(以下、基準2という。)とされている。   For example, in the case of a manhole cover with a diameter of 634 mm, when a load of 120 kN is applied to the load plate (200 mm × 500 mm) of a destructive inspection machine with a manhole cover used on a general road with little traffic, the deflection is 2.2 mm or less. The standard is that the residual deflection is 0.1 mm or less and does not break with a load of 400 kN (hereinafter referred to as standard 1). In addition, with a manhole cover of the same diameter used for arterial roads, when a load of 210 kN is applied with a loading plate (200 mm × 500 mm), the deflection is 2.2 mm or less, the residual deflection is 0.1 mm or less, and 700 kN The standard (hereinafter referred to as “Criteria 2”) is that it is not broken by a load.

図1、図2は直径634mmの従来のマンホール蓋の底面図とそのA−A線断面図で、1は金属製のマンホール蓋本体、2はマンホール蓋本体1のプレート部、3は前記プレート部2の裏面に井桁状に設けた補強リブ、4は補強リブ3の中央部に構成された囲い部で、Tはプレート部2の厚さ、Sは補強リブの幅、Hは囲い部4の高さを示している。   1 and 2 are a bottom view of a conventional manhole cover having a diameter of 634 mm and a cross-sectional view taken along line A-A of the figure. 1 is a metal manhole cover body, 2 is a plate portion of the manhole cover body 1, and 3 is the plate portion. Reinforcing ribs provided in the form of a cross-beam on the back surface of 2, 4 is an enclosure portion formed at the center of the reinforcing rib 3, T is the thickness of the plate portion 2, S is the width of the reinforcing rib, and H is the Shows the height.

表1は、上記基準1、基準2を満たすマンホール蓋M1、M2を、それぞれ基準2による荷重検査をした場合の結果を示すもので、M2よりT,Sの厚さと幅が薄く、且つ囲い部4の高さが低いM1のマンホール蓋では基準2を満たすことができない。即ち、交通量の多い道路用のマンホール蓋としては使用できない。   Table 1 shows the results when load inspection is performed on the manhole covers M1 and M2 satisfying the above criteria 1 and 2, respectively, according to the criteria 2. The thickness and width of T and S are smaller than M2, and the enclosure portion The M2 manhole cover with a low height of 4 cannot satisfy the standard 2. That is, it cannot be used as a manhole cover for roads with heavy traffic.

Figure 2010037935
Figure 2010037935

表1からわかるように、上記幹線道路等に使用される基準2を満たすマンホール蓋M2は、その基準を満たすために、それ以外に使用されるマンホール蓋M1に比べて肉厚にし、囲み部の高さHを高くしているので、必然的にマンホール蓋M1より重くなると共にマンホール蓋に使用する材料の量が多くなりコストがかかっていた。   As can be seen from Table 1, the manhole cover M2 that satisfies the standard 2 used for the above-mentioned main roads, etc. is made thicker than the manhole cover M1 that is used for other purposes in order to satisfy the standard, Since the height H is increased, it is inevitably heavier than the manhole cover M1, and the amount of material used for the manhole cover is increased, resulting in higher costs.

意匠登録第992775号公報Design Registration No. 992775

そこで、本発明は必要な強度を満たすと共に、従来のマンホール蓋よりも重量が軽くてコストがかからない幹線道路等に用いることができるマンホール蓋を提供することを課題とするものである。   Therefore, an object of the present invention is to provide a manhole cover that can be used on a main road or the like that satisfies the required strength and is lighter in weight and less expensive than a conventional manhole cover.

本発明は、上記の課題を解決するためになされたもので、請求項1記載の発明は、プレート部の裏面に補強リブを設け、且つ裏面中央に多角形状または環状の囲み部を形成すると共に、前記囲み部内に下縁を囲み部の高さより低くした補助リブを放射状に設けたことを特徴とするマンホール蓋である。   SUMMARY OF THE INVENTION The present invention has been made to solve the above-mentioned problems. The invention according to claim 1 is characterized in that a reinforcing rib is provided on the back surface of the plate portion and a polygonal or annular enclosure is formed at the center of the back surface. The manhole cover is characterized in that auxiliary ribs having a lower edge lower than the height of the surrounding portion are provided radially in the surrounding portion.

請求項2記載の発明は、プレート部の裏面に補強リブを設け、且つ裏面中央に多角形状または環状の囲み部を形成すると共に、前記囲み部内に下縁をアーチ状とした補助リブを放射状に設けたことを特徴とするマンホール蓋である。   According to the second aspect of the present invention, reinforcing ribs are provided on the back surface of the plate portion, and a polygonal or annular surrounding portion is formed at the center of the back surface, and auxiliary ribs having an arch shape at the lower edge are radially formed in the surrounding portion. It is a manhole cover provided.

請求項3記載の発明は、プレート部の裏面に補強リブを設け、且つ裏面中央に多角形状または環状の囲み部を形成すると共に、前記囲み部内に湾曲した補助リブを卍状に設けたことを特徴とするマンホール蓋である。   According to the third aspect of the present invention, a reinforcing rib is provided on the back surface of the plate portion, a polygonal or annular surrounding portion is formed at the center of the back surface, and a curved auxiliary rib is provided in a bowl shape in the surrounding portion. It is a characteristic manhole cover.

請求項4記載の発明は、請求項1又は3記載のマンホール蓋において、前記補助リブの下縁をアーチ状としたことを特徴とするマンホール蓋である。   According to a fourth aspect of the present invention, in the manhole cover according to the first or third aspect, the lower edge of the auxiliary rib has an arch shape.

請求項5記載の発明は、前記請求項1ないし請求項4のいずれかに記載のマンホール蓋において、プレート部の裏面中央に設けた多角形状または環状の囲み部内に設けた補助リブの交叉部に、強度強化用肉付部を前記補助リブとプレート部に一体に設けたことを特徴とするマンホール蓋である。   According to a fifth aspect of the present invention, in the manhole cover according to any one of the first to fourth aspects, the crossover portion of the auxiliary rib provided in the polygonal or annular enclosure provided in the center of the back surface of the plate portion. The manhole cover is characterized in that a strength-enhancing meat portion is provided integrally with the auxiliary rib and the plate portion.

請求項6記載の発明は、請求項1ないし請求項5のいずれかに記載のマンホール蓋において、前記囲み部の外側のプレート部の裏面に、他の補強リブまたは補助リブより高さの低い補強リブを設けたことを特徴とするマンホール蓋である。   According to a sixth aspect of the present invention, in the manhole cover according to any one of the first to fifth aspects, the back surface of the plate portion outside the enclosure portion has a lower height than other reinforcing ribs or auxiliary ribs. It is a manhole cover provided with a rib.

請求項7記載の発明は、請求項1ないし請求項6のいずれかに記載のマンホール蓋において、プレート部の裏面中央に設けた多角形状または環状の囲み部と補強リブの交叉部に、強度強化用肉付部を前記補強リブ、囲い部とプレート部に一体に設けたことを特徴とするマンホール蓋である。   According to a seventh aspect of the present invention, in the manhole cover according to any one of the first to sixth aspects, the strength is enhanced at the intersection of the polygonal or annular surrounding portion provided at the center of the back surface of the plate portion and the reinforcing rib. The manhole cover is characterized in that a fleshing portion is provided integrally with the reinforcing rib, the enclosure portion and the plate portion.

本発明は、マンホール蓋の最も荷重のかかる中央部に囲み部を形成し、その囲み部内に補助リブを放射状に設けるか、または湾曲した補助リブを卍状に設けることにより、強度を必要とする中央部の強度を高め、その結果、マンホール蓋のプレート部の厚さを薄く、そして囲み部の高さを低くしても必要とする基準を満たすことができるため、マンホール蓋の製作に必要な材料を少なくすることができ、それによりマンホール蓋の重量を軽くすることができるので、マンホール蓋の運搬、取り扱い、特に開閉作業を容易にすることができる。   The present invention requires strength by forming an encircling portion at the most heavily loaded central portion of the manhole cover, and providing auxiliary ribs radially in the encircling portion, or providing curved auxiliary ribs in a bowl shape. The strength of the central part is increased, and as a result, the thickness of the plate part of the manhole cover can be reduced, and the required standard can be satisfied even if the height of the surrounding part is reduced. Since the material can be reduced and the weight of the manhole cover can be reduced, the transportation and handling of the manhole cover, especially the opening / closing operation can be facilitated.

又、補助リブの下縁をアーチ状とすることにより、荷重強度を保持しながら、一層の軽量化を図ることができ、更に補助リブを湾曲したものとすることにより、補強リブを設けた部分と振動特性を異ならしめて、車両通過時に発生する騒音を軽減させる効果が期待される。   Further, by forming the lower edge of the auxiliary rib in an arch shape, it is possible to further reduce the weight while maintaining the load strength, and further, by curving the auxiliary rib, the portion provided with the reinforcing rib This is expected to have the effect of reducing the noise generated when passing through the vehicle by making the vibration characteristics different.

更に、囲み部内に設けた補助リブの交叉部に、強度強化用肉付部を前記補助リブとプレート部に一体に設けることにより、プレート部中央の強度が増大し、また、前記囲み部の外側のプレート部の裏面に他の補強リブまたは補助リブより高さの低い補強リブを設けることにより、囲み部の外側のプレート部の強度が増大し、結果プレート部の肉厚を薄くすることが可能となり、蓋に用いる金属材料の使用量を低下させ、軽量、低コスト及び高強度のマンホール蓋を提供することができる。   Furthermore, the strength at the center of the plate portion is increased by integrally providing the reinforcing rib and the plate portion at the crossing portion of the auxiliary rib provided in the enclosed portion, and the outer side of the enclosed portion. By providing a reinforcing rib with a lower height than other reinforcing ribs or auxiliary ribs on the back side of the plate part, the strength of the plate part outside the enclosure part can be increased, and the thickness of the plate part can be reduced as a result. Thus, the amount of metal material used for the lid can be reduced, and a lightweight, low-cost and high-strength manhole cover can be provided.

従来のマンホール蓋を示す底面図。The bottom view which shows the conventional manhole cover. 図1のA−A線断面図。AA sectional view taken on the line AA of FIG. 本発明の第1の実施例の底面図。The bottom view of the 1st example of the present invention. 図3のB−B線断面図。BB sectional drawing of FIG. 本発明の第2の実施例の底面図。The bottom view of the 2nd example of the present invention. 図5のC−C線断面図。The CC sectional view taken on the line of FIG. 本発明の第3の実施例の底面図。The bottom view of the 3rd example of the present invention. 図7のD−D線断面図。The DD sectional view taken on the line of FIG. 本発明の第4の実施例の底面図。The bottom view of the 4th example of the present invention. 図9のE−E線断面図。EE sectional view taken on the line of FIG. 本発明の第5の実施例の底面図。The bottom view of the 5th example of the present invention. 図11のF−F線断面図。FF sectional view taken on the line of FIG. 本発明の第6の実施例の底面図。The bottom view of the 6th example of the present invention. 図13のG−G線断面図。GG sectional view taken on the line of FIG. 本発明の第7の実施例の底面図。The bottom view of the 7th example of the present invention. 図15のH−H線断面図。The HH sectional view taken on the line of FIG. 本発明の第8の実施例の底面図。The bottom view of the 8th example of the present invention. 図17のI−I線断面図。The II sectional view taken on the line of FIG. 図17のJ−J線一部截断面図。FIG. 18 is a partial cross-sectional view taken along line JJ in FIG. 17.

図3と図4は本発明の実施例1の鋳物製のマンホール蓋の底面図とそのB−B線断面図を示すもので、5はマンホール蓋本体、6はマンホール蓋本体5のプレート部、7は前記プレート部6の下面に設けられた井桁状の補強リブ、8は補強リブ7の中央部に構成された囲み部、9,9は囲み部8の内側に放射状に設けた補助リブである。なお、この実施例の場合、2本の補助リブ9,9をX状に設けたが、補助リブは2本以上としてもよい。   3 and 4 show a bottom view and a cross-sectional view of the manhole cover made of a casting according to the first embodiment of the present invention, and a cross-sectional view thereof taken along the line BB, 5 is a manhole cover body, 6 is a plate portion of the manhole cover body 5, 7 is a cross-shaped reinforcing rib provided on the lower surface of the plate portion 6, 8 is a surrounding portion formed in the central portion of the reinforcing rib 7, and 9 and 9 are auxiliary ribs provided radially inside the surrounding portion 8. is there. In this embodiment, the two auxiliary ribs 9, 9 are provided in an X shape, but the number of auxiliary ribs may be two or more.

そうして、この実施例では図4に示すように、補助リブの高さhは、囲み部8の高さHよりも略半分程度低く設けられている。   Thus, in this embodiment, as shown in FIG. 4, the height h of the auxiliary rib is provided approximately half lower than the height H of the surrounding portion 8.

表2は、この実施例1の諸元と前記基準2による検査結果を示すものである。   Table 2 shows the specifications of Example 1 and the inspection results based on the standard 2.

Figure 2010037935
Figure 2010037935

上記表2に示すように、当該実施例1のマンホール蓋は、たわみが1.45mm、残留たわみが0mmで、700kNの荷重で破壊しないという結果を得た。   As shown in Table 2, the manhole cover of Example 1 had a deflection of 1.45 mm, a residual deflection of 0 mm, and obtained a result that it did not break under a load of 700 kN.

この結果から、本発明に係る実施例1のマンホール蓋は、上記基準2を満たす上記マンホール蓋M2よりも重量が少ないのにもかかわらず、残留たわみがM2よりも低く性能が高いことを示すと共に、基準2を満たしている。   From this result, the manhole cover of Example 1 according to the present invention shows that the residual deflection is lower than M2 and has high performance despite the fact that the weight is smaller than the manhole cover M2 satisfying the above-mentioned criterion 2. Satisfies criterion 2.

このようにマンホール蓋5の裏面中央部に設けた囲み部8に下線をアーチ状とした補助リブ9,9を放射状に設けることによりマンホール蓋M2より軽量で、マンホール蓋M2と同等の強度を得ることができる。   As described above, the auxiliary ribs 9 and 9 having an underlined arch shape are radially provided in the surrounding portion 8 provided in the center of the back surface of the manhole cover 5, thereby obtaining lighter weight than the manhole cover M2 and the same strength as the manhole cover M2. be able to.

図5と図6は、実施例2の底面図とそのC−C線断面図を示すもので、この実施例と前記実施例1との相違点は、補助リブ9’,9’をX状に設けると共に、補助リブ9’,9’の各中央部を低く、囲み部8と連接する両端は囲み部8の下面と同じになるようなアーチ状の下縁とした点が異なり、性能的には実施例1と変わらないものを更に軽量に作成することができる。   5 and 6 show a bottom view of the second embodiment and a cross-sectional view taken along the line C-C. The difference between this embodiment and the first embodiment is that the auxiliary ribs 9 'and 9' are X-shaped. The auxiliary ribs 9 ′ and 9 ′ are different in that the central portions of the auxiliary ribs 9 ′ and 9 ′ are low, and both ends connected to the surrounding portion 8 are the same as the lower surface of the surrounding portion 8. In this case, a material that is the same as that of the first embodiment can be made lighter.

図7と図8は、実施例3の底面図とそのD−Dの線断面図を示すもので、この実施例と前記実施例2との相違点は、下縁をアーチ状とした4本の補助リブ9”,9”,9”,9”をX状に設け、各補助リブ9”の中央部は低く、交叉部は囲み部8の高さと同一とした点が相違するが、性能的には実施例2と変わらないものである。   FIGS. 7 and 8 show a bottom view of the third embodiment and a cross-sectional view taken along the line D-D. The difference between this embodiment and the second embodiment is that there are four arch-shaped lower edges. Auxiliary ribs 9 ″, 9 ″, 9 ″, 9 ″ are provided in an X shape, the center portion of each auxiliary rib 9 ″ is low, and the crossing portion is the same as the height of the surrounding portion 8, but the performance is different. In particular, the second embodiment is the same as the second embodiment.

図9と図10は、実施例4の底面図とそのE−E線断面図を示すもので、この実施例の場合は、マンホール蓋本体10のプレート部11の裏面中央部に円形の囲み部12を形成し、その囲み部12外には、放射状に直線状の補強リブ13を設け、囲み部12内にも同じく直線状の補助リブ14,14を設け、該補助リブ14,14は、図10に示すように下縁をアーチ状とし、中央部の高さhには、囲み部11の高さHよりも略半分程度を低くしたものである。   FIGS. 9 and 10 show a bottom view of the fourth embodiment and a cross-sectional view taken along the line E-E. In this embodiment, a circular encircling portion is provided at the center of the back surface of the plate portion 11 of the manhole cover body 10. 12, radially reinforcing ribs 13 are provided radially outside the surrounding portion 12, and linear auxiliary ribs 14, 14 are also provided in the surrounding portion 12, and the auxiliary ribs 14, 14 are As shown in FIG. 10, the lower edge has an arch shape, and the height h of the central portion is approximately half lower than the height H of the surrounding portion 11.

図9と図10に示した実施例4の場合も、実施例2及び3と同様にマンホール蓋の荷重強度を高めることができ、しかも軽量化を図ることができる。   In the case of the fourth embodiment shown in FIGS. 9 and 10, the load strength of the manhole cover can be increased as in the second and third embodiments, and the weight can be reduced.

図11と図12は実施例5の底面図とそのF−F線断面図を示すもので、15はマンホール蓋本体、16はマンホール蓋本体14のプレート部、17は前記プレート部16の下面に設けられた井桁状の補強リブ、18は補強リブ17の中央部に形成された囲み部、19,19は囲み部18の内側に卍状に設けた湾曲した補助リブである。   FIGS. 11 and 12 show a bottom view of the fifth embodiment and a cross-sectional view taken along the line F-F. Reference numeral 15 denotes a manhole cover body, 16 denotes a plate portion of the manhole cover body 14, and 17 denotes a lower surface of the plate portion 16. The provided cross-girder-shaped reinforcing ribs 18 are enclosing portions formed in the central portion of the reinforcing rib 17, and 19 and 19 are curved auxiliary ribs provided in a bowl shape inside the enclosing portion 18.

この実施例5では図12に示すように、補助リブ19の高さhは、囲み部18の高さHよりも略半分程度低く設けられている。   In the fifth embodiment, as shown in FIG. 12, the height h of the auxiliary rib 19 is provided approximately half lower than the height H of the surrounding portion 18.

実施例5は補助リブを直線状とした前記実施例1〜4に対し、補助リブ19,19を湾曲したリブとしたものであるが,前記実施例1〜4と同様の荷重強度の強化並びに軽量化を図ることができるという効果を有すると共に、リブを湾曲したものとしたので、他の直線状の補強リブを設けた部分と振動特性が異なるため、その影響で車両通過時の振動音が低減させる効果がある。   In the fifth embodiment, the auxiliary ribs 19 and 19 are curved ribs as compared with the first to fourth embodiments in which the auxiliary ribs are linear, but the load strength is enhanced as in the first to fourth embodiments. Since it has the effect of being able to reduce the weight and the ribs are curved, the vibration characteristics are different from the parts with other linear reinforcing ribs. There is an effect to reduce.

図13と図14は、実施例6の底面図とそのG−G線断面図を示すもので、この実施例の場合は、マンホール蓋本体20のプレート部21の裏面中央部に円形の囲み部22を形成し、その囲み部22外には、放射状に直線状の補強リブ23を設け、囲み部22内には湾曲した補助リブ24,24を卍状に設けたもので、その効果は実施例4と同様である。   FIGS. 13 and 14 show a bottom view of the sixth embodiment and a cross-sectional view taken along the line G-G. In this embodiment, a circular encircling portion is provided at the center of the back surface of the plate portion 21 of the manhole cover body 20. 22 is formed, and radially linear reinforcing ribs 23 are provided outside the surrounding portion 22, and curved auxiliary ribs 24 and 24 are provided in the surrounding portion 22 in a bowl shape. Similar to Example 4.

実施例5及び実施例6の補助リブ19,24の下縁は直線状としたが、アーチ状とすることによって一層軽量化を図ることもできる。   Although the lower edges of the auxiliary ribs 19 and 24 of the fifth and sixth embodiments are linear, the weight can be further reduced by forming an arch shape.

図15と図16は、実施例7の底面図とそのH−H線断面図を示すもので、この実施例は、前記図3及び図4に示す実施例1のマンホール蓋の補助リブ9,9の交叉部に更に、強度強化肉付部9a,9a,9a,9aを設け、且つ囲み部8の外側のプレート部6の裏面に補強リブ7または補助リブ9の高さよりも低い補強リブ7a,7a,7a,7a(実施例では2mmの高さ)を設けたものである。   FIGS. 15 and 16 show a bottom view of the seventh embodiment and a cross-sectional view taken along the line H-H of this embodiment. This embodiment includes auxiliary ribs 9 for the manhole cover of the first embodiment shown in FIGS. Further, reinforcing ribs 9 a, 9 a, 9 a, 9 a are provided at the crossing portion 9, and the reinforcing rib 7 a lower than the height of the reinforcing rib 7 or the auxiliary rib 9 on the back surface of the plate portion 6 outside the enclosure portion 8. , 7a, 7a, 7a (2 mm height in the embodiment).

この構成によると、プレート部6の厚さを実施例1の場合よりも更に薄くすることができ、従って、軽量化及びコストダウンを図ることができる。   According to this configuration, the thickness of the plate portion 6 can be further reduced as compared with the case of the first embodiment, and therefore, weight reduction and cost reduction can be achieved.

図17、図18と図19は、実施例8の底面図とそのI−I線断面図、J−J線一部截断面図を示すもので、この実施例は、前記図3及び図4に示す実施例1のマンホール蓋の補助リブ7と囲み部8の交叉部に強度強化肉付部7bを設けたものである。   17, FIG. 18 and FIG. 19 show a bottom view of the eighth embodiment, a cross-sectional view taken along the line II, and a partial cross-sectional view taken along the line JJ. This embodiment is shown in FIGS. In this embodiment, a strength-enhancing flesh portion 7b is provided at the intersection of the auxiliary rib 7 and the surrounding portion 8 of the manhole cover of Example 1.

マンホール蓋にかかる荷重は補助リブ7と囲い部8の交叉部に集中するため、この構成によると、実施例1の場合よりもマンホール蓋の強度を高くすることができる。   Since the load applied to the manhole cover is concentrated at the intersection of the auxiliary rib 7 and the surrounding part 8, the strength of the manhole cover can be made higher than in the case of the first embodiment.

5 マンホール蓋本体
6 プレート部
7 補強リブ
8 囲い部
9 補助リブ
5 Manhole cover body 6 Plate part 7 Reinforcement rib 8 Enclosure part 9 Auxiliary rib

Claims (7)

プレート部の裏面に補強リブを設け、且つ裏面中央に多角形状または環状の囲み部を形成すると共に、前記囲み部内に下縁を囲み部の高さより低くした補助リブを放射状に設けたことを特徴とするマンホール蓋。 A reinforcing rib is provided on the back surface of the plate portion, and a polygonal or annular surrounding portion is formed at the center of the back surface, and auxiliary ribs having a lower edge lower than the height of the surrounding portion are provided radially in the surrounding portion. A manhole cover. プレート部の裏面に補強リブを設け、且つ裏面中央に多角形状または環状の囲み部を形成すると共に、前記囲み部内に下縁をアーチ状とした補助リブを放射状に設けたことを特徴とするマンホール蓋。 A manhole characterized in that a reinforcing rib is provided on the back surface of the plate portion, and a polygonal or annular surrounding portion is formed in the center of the back surface, and auxiliary ribs having an arched lower edge are provided radially in the surrounding portion. lid. プレート部の裏面に補強リブを設け、且つ裏面中央に多角形状または環状の囲み部を形成すると共に、前記囲み部内に湾曲した補助リブを卍状に設けたことを特徴とするマンホール蓋。 A manhole cover characterized in that a reinforcing rib is provided on the back surface of the plate portion, a polygonal or annular surrounding portion is formed at the center of the back surface, and a curved auxiliary rib is provided in the shape of the inside of the surrounding portion. 前記補助リブの下縁をアーチ状としたことを特徴とする請求項1又は3記載のマンホール蓋。 4. The manhole cover according to claim 1, wherein a lower edge of the auxiliary rib is formed in an arch shape. プレート部の裏面中央に設けた多角形状または環状の囲み部に設けた補助リブの交叉部に、強度強化用肉付部を前記補助リブとプレート部に一体に設けたことを特徴とする請求項1ないし請求項4のいずれかに記載のマンホール蓋。 The reinforcing ribbing portion is provided integrally with the auxiliary rib and the plate portion at the crossing portion of the auxiliary rib provided at the polygonal or annular enclosure provided at the center of the back surface of the plate portion. The manhole cover according to any one of claims 1 to 4. 前記囲み部の外側のプレート部の裏面に他の補強リブまたは補助リブより高さの低い補強リブを設けたことを特徴とする請求項1ないし請求項5のいずれかに記載のマンホール蓋。 The manhole cover according to any one of claims 1 to 5, wherein a reinforcing rib having a lower height than other reinforcing ribs or auxiliary ribs is provided on the back surface of the plate portion outside the enclosing portion. プレート部の裏面中央に設けた多角形状または環状の囲み部と補強リブの交叉部に、強度強化用肉付部を前記補強リブ、囲い部とプレート部に一体に設けたことを特徴とする請求項1ないし請求項6のいずれかに記載のマンホール蓋。 A reinforcing portion is provided integrally with the reinforcing rib, the enclosure portion and the plate portion at the intersection of the polygonal or annular enclosure portion and the reinforcement rib provided at the center of the back surface of the plate portion. The manhole cover according to any one of claims 1 to 6.
JP2009049760A 2008-05-30 2009-03-03 Manhole cover Pending JP2010037935A (en)

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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2012012772A (en) * 2010-06-29 2012-01-19 Central Japan Railway Co Wheel guard device
JP2012127143A (en) * 2010-12-16 2012-07-05 Aquaintech Corp Cover body for underground structure
JP2016054187A (en) * 2014-09-03 2016-04-14 アキレス株式会社 Tray for wafer with tape frame
WO2021213099A1 (en) * 2021-02-22 2021-10-28 中铁九局集团第四工程有限公司 Structure and method for reinforcing manhole cover anchored with existing road surface foundation by means of dowel bars

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2001248178A (en) * 2000-03-02 2001-09-14 Asano Kinzoku Kogyo Kk Lid of embedded box exposed to surface of ground
JP2003239312A (en) * 2002-02-15 2003-08-27 Asahi Tec Corp Cover body for underground structure

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2001248178A (en) * 2000-03-02 2001-09-14 Asano Kinzoku Kogyo Kk Lid of embedded box exposed to surface of ground
JP2003239312A (en) * 2002-02-15 2003-08-27 Asahi Tec Corp Cover body for underground structure

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2012012772A (en) * 2010-06-29 2012-01-19 Central Japan Railway Co Wheel guard device
JP2012127143A (en) * 2010-12-16 2012-07-05 Aquaintech Corp Cover body for underground structure
JP2016054187A (en) * 2014-09-03 2016-04-14 アキレス株式会社 Tray for wafer with tape frame
WO2021213099A1 (en) * 2021-02-22 2021-10-28 中铁九局集团第四工程有限公司 Structure and method for reinforcing manhole cover anchored with existing road surface foundation by means of dowel bars

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