JP2009013784A - Bearing frame for cover of underground structure - Google Patents

Bearing frame for cover of underground structure Download PDF

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JP2009013784A
JP2009013784A JP2008229510A JP2008229510A JP2009013784A JP 2009013784 A JP2009013784 A JP 2009013784A JP 2008229510 A JP2008229510 A JP 2008229510A JP 2008229510 A JP2008229510 A JP 2008229510A JP 2009013784 A JP2009013784 A JP 2009013784A
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flange
receiving frame
bearing frame
convex
cover
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JP5013432B2 (en
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Kazusane Tanaka
和実 田中
Takaaki Fujimoto
高明 藤元
Norio Shinohara
紀夫 篠原
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License & Property Control kk
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a bearing frame for a cover of underground structure which enables easy asphalt rolling work or the like at the time of placing pavement while having high physical strength. <P>SOLUTION: The bearing frame for the cover of the underground structure includes a cylinder for bearing a cover body and a flange radially extending from the periphery of the cylinder. The flange has a plurality of bumps which are formed at intervals around the whole circumference in the circumferential direction, and each bump extends over the entire radial width of the flange. Also, a bolt hole of an oval shape extending in the circumferential direction is formed on the top surface of the bump. When the bearing frame is set in a road or the like, reinforcing ribs do not protrude from the periphery of the cylinder, and therefore the asphalt rolling work or the like can be easily carried out to a sufficient degree. Furthermore, since the bumps are formed at intervals around the whole circumference in the circumferential direction on the flange of the bearing frame and each bump extends over the entire radial width of the flange, the flexural rigidity of the bearing frame is improved while the flange of the bearing frame is made thinner than before, thus leading to reduction in the weight of the bearing frame. <P>COPYRIGHT: (C)2009,JPO&INPIT

Description

本発明は、地下構造物用蓋の受枠に関する。
なお、本願明細書でいう「地下構造物用蓋」とは、下水道設備における地下埋設物,地下構造施設等と地上とを通じる開口部を閉塞するための大型鉄蓋,マンホール蓋,汚水桝蓋、電力・通信における地下敷設機器や地下ケーブル等を保護する開閉可能な共同溝用鉄蓋,送電用鉄蓋,配線用鉄蓋、上水道やガス配管における路面下の埋設導管およびその付属機器と地上とを結ぶ開閉扉としての機能を有する消火栓蓋,制水弁蓋,仕切弁蓋,空気弁蓋,ガス配管用蓋,量水器蓋等を総称する。
The present invention relates to a receiving frame for a lid for an underground structure.
As used herein, the term “underground structure lid” refers to a large iron lid, a manhole lid, a sewage jar lid for closing an opening through an underground structure, underground structure facility, etc. in a sewer system. , Openable and closable joint groove iron covers, power transmission iron covers, wiring iron covers, underground conduits in waterworks and gas pipes and their associated equipment and ground Fire hydrant lids, water control valve lids, gate valve lids, air valve lids, gas piping lids, water meter lids, etc. that function as open / close doors that connect

地下に埋設する埋設筐やマンホール等の地下構造物の上部には、地上と地下構造物の内部とを通じる開口部を開閉可能に閉塞するために、蓋本体とこれを支持する受枠とからなる地下構造物用蓋が設けられている。
ここで従来の受枠構造においては、物理的強度を増すために、その外周側面に補強用リブを設けているのが一般的である(例えば、特許文献1参照)。このように受枠の外周側面に補強用リブを設けることにより、受枠の強度を保つことができ、施工時等に受ける荷重による受枠の変形を防止することができる。
特開平8−13525号公報
The upper part of the underground structure such as a buried case or manhole embedded in the basement is composed of a lid main body and a receiving frame that supports the cover in order to close the opening through the ground and the interior of the underground structure so as to be openable and closable. A cover for underground structures is provided.
Here, in the conventional receiving frame structure, in order to increase physical strength, reinforcing ribs are generally provided on the outer peripheral side surface (see, for example, Patent Document 1). By providing reinforcing ribs on the outer peripheral side surface of the receiving frame in this way, the strength of the receiving frame can be maintained, and deformation of the receiving frame due to a load received during construction or the like can be prevented.
JP-A-8-13525

従来より地下構造物用蓋の受枠を道路等に設置するにあたっては、地下構造物の上部と受枠の下面との間に受枠のレベル調整装置等を介在させ、受枠の上端面と地表面とが一致するように設置し、受枠のレベル調整部を施工後に受枠の周囲をアスファルト等で舗装することとなるが、上記した従来の地下構造物用蓋の受枠では、受枠の外周に形成された補強用リブの存在がアスファルトの転圧作業において障害になるという欠点が存在した。
また、アスファルトの転圧が不十分であるために、アスファルトの剛性が不足し経年変化により受枠周囲のアスファルトが陥没、あるいは剥離してしまうという問題があった。
Conventionally, when installing a receiving frame for a lid for an underground structure on a road or the like, a level adjusting device for the receiving frame is interposed between the upper part of the underground structure and the lower surface of the receiving frame so that the upper end surface of the receiving frame and the ground surface are After installing the level adjustment part of the receiving frame, the surroundings of the receiving frame will be paved with asphalt etc., but in the conventional receiving frame of the lid for underground structures described above, the reinforcement formed on the outer periphery of the receiving frame There was a drawback that the presence of the ribs became an obstacle in the asphalt rolling operation.
Further, since the asphalt rolling pressure is insufficient, there is a problem that the asphalt rigidity is insufficient and the asphalt around the receiving frame is depressed or peeled off due to secular change.

本発明は上記の点に鑑みてなされたもので、受枠周囲の舗装作業を容易かつ十分に行なうことができ、さらに十分な剛性を有する地下構造物用蓋の受枠を提供することを目的とする。   The present invention has been made in view of the above points, and an object of the present invention is to provide a receiving frame for a lid for an underground structure that can easily and sufficiently perform paving work around the receiving frame and has sufficient rigidity. .

上記目的を達成するために、請求項1に記載の発明は、蓋本体を支持する筒状部と、前記筒状部の外周に半径方向に延びたフランジとを備え、前記フランジには周方向に間隔をおいて複数の凸部を全周にわたり形成し、前記凸部は前記フランジの半径方向全幅にわたり形成されているとともに、前記凸部の上面には周方向に伸びた長穴のボルト孔が形成されていることを特徴としている。上記構成としたことにより、受枠を道路等に設置する際に、筒状部の外周に補強用リブが突出していないので、アスファルト等の転圧作業がし易く、転圧作業を充分に行うことができる。また、筒状部の周囲のアスファルトが補強用リブの存在により、区画されることがないので、経年変化により周囲のアスファルトが陥没、剥離することもない。さらに、受枠のフランジに周方向に間隔をおいて複数の凸部を全周にわたり形成し、この凸部はフランジの半径方向全幅にわたり形成したことにより、受枠の剛性を高めることができる。また、これに伴い受枠のフランジを薄肉に形成することができ、受枠の軽量化を図ることができる。また、フランジの凸部の上面には周方向に伸びた長穴のボルト孔を形成し、その下側に嵩調整駒を配置すれば、嵩調整駒自体の高さ以下のレベル調整にも対応できる。   In order to achieve the above object, the invention according to claim 1 includes a cylindrical portion that supports the lid body, and a flange that extends radially on the outer periphery of the cylindrical portion, and the flange includes a circumferential direction. A plurality of convex portions are formed over the entire circumference at intervals, and the convex portions are formed over the entire radial width of the flange, and an elongated bolt hole extending in the circumferential direction on the upper surface of the convex portion. It is characterized by being formed. Due to the above configuration, when installing the receiving frame on a road or the like, the reinforcing ribs do not protrude from the outer periphery of the cylindrical portion, so that the rolling operation such as asphalt is easy and the rolling operation is sufficiently performed. Can do. Further, since the asphalt around the cylindrical portion is not partitioned due to the presence of the reinforcing ribs, the surrounding asphalt does not sink or peel off due to secular change. Furthermore, a plurality of convex portions are formed over the entire circumference at intervals in the circumferential direction of the flange of the receiving frame, and the convex portions are formed over the entire radial width of the flange, whereby the rigidity of the receiving frame can be increased. Accordingly, the flange of the receiving frame can be formed thin, and the weight of the receiving frame can be reduced. In addition, if a long bolt hole extending in the circumferential direction is formed on the upper surface of the convex portion of the flange, and a bulk adjustment piece is placed on the lower side, level adjustment below the height of the bulk adjustment piece itself can be handled. it can.

本発明は上記した構成からなるので、以下に説明するような効果を奏することができる。   Since this invention consists of an above-described structure, there can exist an effect which is demonstrated below.

請求項1に記載した発明では、蓋本体を支持する筒状部と、この筒状部の外周に半径方向に延びたフランジとを備え、前記フランジには周方向に間隔をおいて複数の凸部を全周にわたり形成し、前記凸部は前記フランジの半径方向全幅にわたり形成されているとともに、前記凸部の上面には周方向に伸びた長穴のボルト孔が形成されており、受枠を道路等に設置する際に、筒状部の外周に補強用リブが突出していないので、アスファルト等の転圧作業がし易くなり、転圧作業を充分に行うことができる。また、筒状部の外周に補強用リブが存在しないので補強用リブによって周囲のアスファルトが区画されることがなく、経年変化により周囲のアスファルトが陥没、剥離することもない。さらに、受枠のフランジに周方向に間隔をおいて複数の凸部を全周にわたり形成し、この凸部はフランジの半径方向全幅にわたり形成したことにより、受枠の剛性を高めることができる。また、これに伴い受枠のフランジを薄肉に形成することができ、受枠の軽量化を図ることができる。また、フランジの凸部の上面には周方向に伸びた長穴のボルト孔を形成し、その下側に嵩調整駒を配置すれば、嵩調整駒自体の高さ以下のレベル調整にも対応できる。   In the first aspect of the present invention, a cylindrical portion that supports the lid main body and a flange that extends radially on the outer periphery of the cylindrical portion are provided, and the flange has a plurality of protrusions spaced in the circumferential direction. The convex portion is formed over the entire radial width of the flange, and a long bolt hole extending in the circumferential direction is formed on the upper surface of the convex portion. When installing on a road or the like, since the reinforcing ribs do not protrude from the outer periphery of the cylindrical portion, it is easy to perform the rolling operation such as asphalt, and the rolling operation can be performed sufficiently. Further, since there is no reinforcing rib on the outer periphery of the cylindrical portion, the surrounding asphalt is not partitioned by the reinforcing rib, and the surrounding asphalt does not sink or peel off due to secular change. Furthermore, a plurality of convex portions are formed over the entire circumference at intervals in the circumferential direction of the flange of the receiving frame, and the convex portions are formed over the entire radial width of the flange, whereby the rigidity of the receiving frame can be increased. Accordingly, the flange of the receiving frame can be formed thin, and the weight of the receiving frame can be reduced. In addition, if a long bolt hole extending in the circumferential direction is formed on the upper surface of the convex portion of the flange, and a bulk adjustment piece is placed on the lower side, level adjustment below the height of the bulk adjustment piece itself can be handled. it can.

また、請求項2に記載の発明において、前記筒状部の上縁内周部分より下方に向かって分岐させて蓋本体を嵌合支持する内周嵌合面を形成し、前記筒状部の上縁部分より下方を半径方向へ膨出させたので、筒状部の外周に補強用リブを設けることなく、物理的強度を増すことができる。   Further, in the invention according to claim 2, an inner periphery fitting surface for fitting and supporting the lid body is formed by branching downward from the inner peripheral portion of the upper edge of the cylindrical portion, Since the lower portion of the upper edge portion is expanded in the radial direction, the physical strength can be increased without providing reinforcing ribs on the outer periphery of the cylindrical portion.

また、請求項3に記載の発明において、フランジに形成した凸部を矩形波状としたので、フランジ部の断面二次モーメントを増し、受枠の曲げ剛性を高めることができる。また、これに伴い受枠のフランジを薄肉に形成することができ、受枠の軽量化を達成することができる。   In the invention according to claim 3, since the convex portion formed on the flange has a rectangular wave shape, the second moment of the section of the flange portion can be increased and the bending rigidity of the receiving frame can be increased. Moreover, the flange of a receiving frame can be formed thinly in connection with this, and the weight reduction of a receiving frame can be achieved.

また、請求項4に記載の発明において、フランジに形成した凸部を上に凸の曲線状としたので、フランジ部の断面二次モーメントを増し、受枠の曲げ剛性を高めることができる。また、これに伴い受枠のフランジを薄肉に形成することができ、受枠の軽量化を達成することができる。   Further, in the invention according to claim 4, since the convex portion formed on the flange is curved upward, the second moment of section of the flange portion can be increased and the bending rigidity of the receiving frame can be increased. Moreover, the flange of a receiving frame can be formed thinly in connection with this, and the weight reduction of a receiving frame can be achieved.

また、請求項5に記載の発明において、フランジに形成した凸部を上に凸の三角状としたので、フランジ部の断面二次モーメントを増し、受枠の曲げ剛性を高めることができる。また、これに伴い受枠のフランジを薄肉に形成することができ、受枠の軽量化を達成することができる。   Further, in the invention according to claim 5, since the convex portion formed on the flange has a triangular shape protruding upward, the second moment of the section of the flange portion can be increased, and the bending rigidity of the receiving frame can be increased. Moreover, the flange of a receiving frame can be formed thinly in connection with this, and the weight reduction of a receiving frame can be achieved.

本発明においては、前記筒状部の上縁部分より下方を半径方向へ膨出させることが好ましい。このような構成とすることにより、筒状部の外周に補強用リブを設けることなく、物理的強度を増すことができる。   In the present invention, it is preferable to bulge the lower part from the upper edge part of the cylindrical part in the radial direction. With such a configuration, physical strength can be increased without providing reinforcing ribs on the outer periphery of the cylindrical portion.

本発明においては、前記凸部を矩形波状とすることが好ましい。このような構成とすることにより、フランジ部の断面二次モーメントを増し、受枠の曲げ剛性を高めることができる。また、これに伴い受枠のフランジを薄肉に形成することができ、受枠の軽量化を達成することができる。   In the present invention, it is preferable that the convex portion has a rectangular wave shape. By setting it as such a structure, the cross-sectional secondary moment of a flange part can be increased and the bending rigidity of a receiving frame can be improved. Moreover, the flange of a receiving frame can be formed thinly in connection with this, and the weight reduction of a receiving frame can be achieved.

本発明においては、前記凸部を上に凸の曲線状とすることもできる。このような構成とすることにより、フランジ部の断面二次モーメントを増し、受枠の曲げ剛性を高めることができる。また、これに伴い受枠のフランジを薄肉に形成することができ、受枠の軽量化を達成することができる。   In this invention, the said convex part can also be made into the shape of a convex curve. By setting it as such a structure, the cross-sectional secondary moment of a flange part can be increased and the bending rigidity of a receiving frame can be improved. Moreover, the flange of a receiving frame can be formed thinly in connection with this, and the weight reduction of a receiving frame can be achieved.

また、本発明においては、前記凸部を上に凸の三角状とすることもできる。このような構成とすることにより、フランジ部の断面二次モーメントを増し、受枠の曲げ剛性を高めることができる。また、これに伴い受枠のフランジを薄肉に形成することができ、受枠の軽量化を達成することができる。   In the present invention, the convex portion may be a triangular shape convex upward. By setting it as such a structure, the cross-sectional secondary moment of a flange part can be increased and the bending rigidity of a receiving frame can be improved. Moreover, the flange of a receiving frame can be formed thinly in connection with this, and the weight reduction of a receiving frame can be achieved.

以下、本発明の実施例を図面に基づいて詳細に説明する。
図1は、本発明に係る地下構造物用蓋の受枠を示す平面図、図2は図1の受枠の正面図、図3は図1の受枠の底面図である。
Hereinafter, embodiments of the present invention will be described in detail with reference to the drawings.
1 is a plan view showing a receiving frame of a cover for an underground structure according to the present invention, FIG. 2 is a front view of the receiving frame in FIG. 1, and FIG. 3 is a bottom view of the receiving frame in FIG.

本発明に係る受枠10は、図外の蓋本体をその内周嵌合面11aにより嵌合支持する筒状部11と、この筒状部11の外周に半径方向に延びたフランジ12を備え、フランジ12には図1〜5に示すように周方向に間隔をおいて複数の凸部13を全周にわたり形成し、凸部13はフランジ12の半径方向全幅にわたり形成されている。また、図1、4に示すとおり受枠10の内側面には、作業者が地下構造物を出入りする際の手握部となるハンドグリップ16aと、図外の蓋本体に取り付けられた蝶番が挿入される蝶番座16bとを一体に設けた棚部16が設けられており、蓋本体に取り付けられた蝶番を受枠10に設けられた蝶番座16bに挿通し保持することにより蓋本体が受枠10に対して開閉可能に連結される。   The receiving frame 10 according to the present invention includes a cylindrical portion 11 that fits and supports a lid body (not shown) by its inner peripheral fitting surface 11a, and a flange 12 that extends radially on the outer periphery of the cylindrical portion 11, As shown in FIGS. 1 to 5, a plurality of convex portions 13 are formed over the entire circumference of the flange 12 at intervals in the circumferential direction, and the convex portions 13 are formed over the entire radial width of the flange 12. As shown in FIGS. 1 and 4, a handgrip 16 a serving as a grip when an operator enters and exits an underground structure and a hinge attached to a lid main body (not shown) are inserted into the inner surface of the receiving frame 10. The hinge portion 16b is integrally provided with a shelf portion 16, and the lid body is attached to the receiving frame 10 by inserting and holding the hinge attached to the lid body through the hinge seat 16b provided on the receiving frame 10. On the other hand, it can be opened and closed.

ここで、受枠10に形成された凸部13は矩形波状に形成されており、凸部13の上面はフランジ12の底板12aとほぼ平行に形成されている。また、凸部13は、筒状部11の外周から半径方向全幅にわたり形成されており、凸部13の下側は空間として開放されている。さらに、凸部13の上面には、アンカーボルトを挿通するためのボルト孔14が形成されている。ボルト孔14は、筒状部11の周方向に伸びた長穴となっている。   Here, the convex portion 13 formed on the receiving frame 10 is formed in a rectangular wave shape, and the upper surface of the convex portion 13 is formed substantially parallel to the bottom plate 12 a of the flange 12. Moreover, the convex part 13 is formed over the radial direction full width from the outer periphery of the cylindrical part 11, and the lower side of the convex part 13 is open | released as space. Furthermore, a bolt hole 14 for inserting an anchor bolt is formed on the upper surface of the convex portion 13. The bolt hole 14 is a long hole extending in the circumferential direction of the cylindrical portion 11.

また、FEMによる構造解析の三次元シミュレーションによって本発明に係る受枠の曲げ剛性について検討を行った。この結果、フランジ12に矩形波状の凸部を半径方向全幅にわたり設けた場合は、全周にわたり平面に形成されたフランジの場合に比べて曲げ剛性が向上することが確認できた。   Further, the bending rigidity of the receiving frame according to the present invention was examined by three-dimensional simulation of structural analysis by FEM. As a result, it was confirmed that when the rectangular-wave-like convex portion was provided on the flange 12 over the entire width in the radial direction, the bending rigidity was improved as compared with the case of the flange formed on a flat surface over the entire circumference.

筒状部11は、図7、8に示すように上縁部より下方を全周にわたり半径方向へ膨出するとともに、フランジ12と一体的に構成されている。このように構成することで、受枠の物理的強度を保持することができるとともに、補強用リブが筒状部の外周に存在しないので、受枠周囲へのアスファルトの転圧作業が容易になる。   As shown in FIGS. 7 and 8, the cylindrical portion 11 bulges in the radial direction around the entire periphery below the upper edge portion, and is configured integrally with the flange 12. With this configuration, the physical strength of the receiving frame can be maintained, and the reinforcing rib does not exist on the outer periphery of the cylindrical portion, so that the asphalt rolling operation around the receiving frame is facilitated.

次に、以上のように構成された受枠10を設置する場合について説明する。受枠10は、図示しないレベル調整手段を介して地下構造物の上部に固定される。すなわち地下構造物の上部に適宜間隔をおいて立設されたアンカーボルトに嵩調整駒(上面球状ナット)を螺合し、フランジ12の凸部13の上面に形成されたボルト孔14にアンカーボルトを挿通し、凸部13を嵩調整駒の上に載置する。そして、嵩調整駒をレベル調整することにより、受枠10の上端面と地表面とを一致させ、この状態で凸部13の上から固定ナットを結め付け、受枠10を固定する。このとき、嵩調整駒は、凸部13の下側に形成された空間に収納されることになるため、受枠10の下面と地下構造物の上端面との間隔が、嵩調整駒自体の高さ以下であってもレベル調整が可能となる。その後、受枠10の上端面と地表面とを一致させた状態において、受枠10の周囲にアスファルト等を敷設し、転圧作業を行なう。この際に、受枠10においては、筒状部11の外周に補強用リブが存在しないため、転圧作業がし易く、転圧作業を十分に行なうことができる。また、受枠10においては、補強リブによって周囲のアスファルトが区画されることがないため、経年変化により受枠10の周囲のアスファルトが陥没したり、剥離したりすることがない。   Next, the case where the receiving frame 10 comprised as mentioned above is installed is demonstrated. The receiving frame 10 is fixed to the upper part of the underground structure through level adjusting means (not shown). That is, a bulk adjusting piece (upper spherical nut) is screwed into an anchor bolt standing at an appropriate interval above the underground structure, and the anchor bolt is inserted into a bolt hole 14 formed on the upper surface of the convex portion 13 of the flange 12. And the convex portion 13 is placed on the bulk adjusting piece. Then, by adjusting the level of the bulk adjusting piece, the upper end surface of the receiving frame 10 and the ground surface are made to coincide with each other, and in this state, a fixing nut is tied from above the convex portion 13 to fix the receiving frame 10. At this time, since the bulk adjusting piece is housed in a space formed below the convex portion 13, the distance between the lower surface of the receiving frame 10 and the upper end surface of the underground structure is high. Even if it is less than this, the level can be adjusted. Thereafter, in a state where the upper end surface of the receiving frame 10 and the ground surface are aligned, asphalt or the like is laid around the receiving frame 10 to perform a rolling operation. At this time, in the receiving frame 10, since there is no reinforcing rib on the outer periphery of the cylindrical portion 11, the rolling operation is easy and the rolling operation can be performed sufficiently. Moreover, in the receiving frame 10, since the surrounding asphalt is not divided by the reinforcing rib, the asphalt around the receiving frame 10 does not sink or peel off due to secular change.

図9は、本発明に係る受枠の第2の実施例を示すフランジ12の要部縦断面図である。本実施例においてフランジ12の凸部20は、上に凸の曲線状に形成されている。曲線は、種々の曲率に形成することができる。このように構成した場合にも断面二次モーメントが増して、受枠の曲げ剛性を高めることができる。したがって、受枠のフランジを薄肉に形成することで、製品重量の軽量化を達成できる。   FIG. 9 is a longitudinal sectional view of an essential part of the flange 12 showing a second embodiment of the receiving frame according to the present invention. In the present embodiment, the convex portion 20 of the flange 12 is formed in a convex curve shape. The curve can be formed with various curvatures. Even in such a configuration, the moment of inertia of the cross section increases and the bending rigidity of the receiving frame can be increased. Therefore, the weight of the product can be reduced by forming the flange of the receiving frame thin.

図10は、本発明に係る受枠の第3の実施例を示すフランジ12の要部縦断面図である。本実施例においてフランジ12の凸部30は、上に凸の三角状に形成されている。このように構成した場合にも断面二次モーメントが増して、受枠の曲げ剛性を高めることができる。したがって、受枠のフランジを薄肉に形成することで、製品重量の軽量化を達成できる。   FIG. 10 is a longitudinal sectional view of an essential part of the flange 12 showing a third embodiment of the receiving frame according to the present invention. In the present embodiment, the convex portion 30 of the flange 12 is formed in an upwardly convex triangular shape. Even in such a configuration, the moment of inertia of the cross section increases and the bending rigidity of the receiving frame can be increased. Therefore, the weight of the product can be reduced by forming the flange of the receiving frame thin.

図1は、本発明に係る地下構造物用蓋の受枠を示す平面図である。FIG. 1 is a plan view showing a receiving frame of a cover for an underground structure according to the present invention. 図2は、図1に示す受枠の正面図である。FIG. 2 is a front view of the receiving frame shown in FIG. 図3は、図1に示す受枠の底面図である。3 is a bottom view of the receiving frame shown in FIG. 図4は、図1に示す受枠を上からみた斜視図である。4 is a perspective view of the receiving frame shown in FIG. 1 as viewed from above. 図5は、図1に示す受枠を下からみた斜視図である。FIG. 5 is a perspective view of the receiving frame shown in FIG. 1 as viewed from below. 図6は、図1における受枠のA−A線断面図である。FIG. 6 is a cross-sectional view of the receiving frame in FIG. 図7は、図1における受枠のB−B線断面図である。7 is a cross-sectional view of the receiving frame in FIG. 1 taken along line BB. 図8は、図1における受枠のG−G線断面図である。8 is a cross-sectional view of the receiving frame in FIG. 1 taken along the line GG. 図9は、本発明に係る受枠の第2の実施例を示すフランジの要部縦断面図である。FIG. 9 is a longitudinal sectional view of an essential part of a flange showing a second embodiment of the receiving frame according to the present invention. 図10は、本発明に係る受枠の第3の実施例を示すフランジの要部縦断面図である。FIG. 10 is a longitudinal sectional view of an essential part of a flange showing a third embodiment of the receiving frame according to the present invention.

符号の説明Explanation of symbols

10 地下構造物用蓋の受枠
11 筒状部
12 フランジ
13 凸部
14 ボルト孔
15 補強用リブ
16 棚部
16a 開口部
20 凸部
30 凸部
DESCRIPTION OF SYMBOLS 10 Cover frame 11 for underground structure cover Cylindrical part 12 Flange 13 Convex part 14 Bolt hole 15 Reinforcing rib 16 Shelf part 16a Opening part 20 Convex part 30 Convex part

Claims (5)

蓋本体を支持する筒状部と、
前記筒状部の外周に半径方向に延びたフランジとを備え、
前記フランジには周方向に間隔をおいて複数の凸部を全周にわたり形成し、
前記凸部は前記フランジの半径方向全幅にわたり形成されているとともに、
前記凸部の上面には周方向に伸びた長穴のボルト孔が形成されていることを特徴とする地下構造物用蓋の受枠。
A cylindrical portion that supports the lid body;
A flange extending in the radial direction on the outer periphery of the tubular portion;
The flange is formed with a plurality of convex portions over the entire circumference at intervals in the circumferential direction,
The convex portion is formed over the entire radial width of the flange,
A receiving frame for a lid for an underground structure, wherein an elongated bolt hole extending in a circumferential direction is formed on an upper surface of the convex portion.
前記筒状部の上縁内周部分より下方に向かって分岐させて蓋本体を嵌合支持する内周嵌合面を形成し、前記筒状部の上縁部分より下方を半径方向へ膨出させた請求項1に記載の地下構造物用蓋の受枠。 An inner peripheral fitting surface that diverges downward from the inner peripheral portion of the cylindrical portion and forms and supports the lid body is formed, and the lower portion of the cylindrical portion bulges in the radial direction from the upper peripheral portion. The receiving frame for the lid for an underground structure according to claim 1. 前記凸部を矩形波状とした請求項1または請求項2に記載の地下構造物用蓋の受枠。 The receiving frame of the cover for underground structures of Claim 1 or Claim 2 which made the said convex part rectangular wave shape. 前記凸部を上に凸の曲線状とした請求項1または請求項2に記載の地下構造物用蓋の受枠。 The receiving frame of the cover for underground structures of Claim 1 or Claim 2 which made the said convex part the convex shape of a convex upward. 前記凸部を上に凸の三角状とした請求項1または請求項2に記載の地下構造物用蓋の受枠。 The receiving frame of the cover for underground structures of Claim 1 or Claim 2 which made the said convex part the triangular shape convex upwards.
JP2008229510A 2008-09-08 2008-09-08 Receiving frame for lid for underground structure Expired - Lifetime JP5013432B2 (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2017125337A (en) * 2016-01-13 2017-07-20 三山工業株式会社 Manhole lid structure

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5278966U (en) * 1975-12-11 1977-06-13
JP2000170191A (en) * 1998-12-09 2000-06-20 Hinode Ltd Cover for underground structure

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5278966U (en) * 1975-12-11 1977-06-13
JP2000170191A (en) * 1998-12-09 2000-06-20 Hinode Ltd Cover for underground structure

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2017125337A (en) * 2016-01-13 2017-07-20 三山工業株式会社 Manhole lid structure

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