JP4505174B2 - Cover for underground structure - Google Patents

Cover for underground structure Download PDF

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Publication number
JP4505174B2
JP4505174B2 JP2002173231A JP2002173231A JP4505174B2 JP 4505174 B2 JP4505174 B2 JP 4505174B2 JP 2002173231 A JP2002173231 A JP 2002173231A JP 2002173231 A JP2002173231 A JP 2002173231A JP 4505174 B2 JP4505174 B2 JP 4505174B2
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Japan
Prior art keywords
receiving frame
lid body
lid
outer peripheral
gradient surface
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JP2004019177A5 (en
JP2004019177A (en
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洋吉 高田
智一 長谷川
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Hinode Ltd
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Hinode Ltd
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Description

【0001】
【発明の属する技術分野】
本発明は、地下構造物用蓋に関する。
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大型鉄蓋,マンホール蓋,汚水桝蓋、電力・通信における地下施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,配電用鉄蓋、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。
【0002】
【従来の技術】
従来より、蓋本体の外周勾配面を受枠の内周勾配面に食い込ませることにより前記蓋本体を前記受枠に嵌合支持する構造の地下構造物用蓋としては、例えば、特開昭53−72357号公報に記載された丸型マンホールが知られている。この丸型マンホールは、勾配面の傾斜角度を5°〜10°に限定することにより、マンホール蓋の荷重強度を増強し、大型化が容易にかつ安価に製造することができ、マンホール蓋の受枠への食い込み量および食い込み力を十分確保することができ、マンホール蓋のガタツキ、振動、騒音を著しく抑えることができ、さらにずり上がりも殆ど起こさないという効果を有するものである。
【0003】
【発明が解決しようとする課題】
しかしながら、上記従来構造の丸型マンホールにあっては、上述した効果を有するものの、設置環境によっては蓋本体の受枠への過剰な食い込みが発生する場合があるため、バールで開蓋する際に多大な労力を要することがあり、開蓋操作が困難となる。
【0004】
本発明は、上述の点に鑑みてなされたもので、蓋本体が受枠に過剰に食い込むことを防止して、バールで開蓋する際に適度な労力で行うことができる地下構造物用蓋を提供することを目的とする。
【0005】
【課題を解決するための手段】
本発明は、蓋本体の外周勾配面を受枠の内周勾配面で嵌合支持した地下構造物用蓋において、前記蓋本体の外周勾配面の上部と前記受枠の内周勾配面の上部との間に上方に開口する隙間部を蓋本体又は受枠の少なくとも何れか一方の全周に亘って形成させるとともに、隙間部の高さを蓋本体の天板の厚さよりも高くし、そして、隙間部を除く蓋本体の外周勾配面と受枠の内周勾配面とを全周に亘りテーパ嵌合させることにより蓋本体を受枠に装着させるとともに、前記外周勾配面を形成する前記蓋本体の縁巻部の下端内周側を開口させた構成としている。
以上の構成において、蓋本体は、外周勾配面の下部が受枠の内周勾配面の下部に全周に亘りテーパ嵌合され、ガタツキ、振動、騒音等が抑えられて受枠に支持される。つまり、受枠の内周勾配面の上部と蓋本体の外周勾配面の上部との間にて上方に開口する前記隙間部の高さ(深さ)が蓋本体の天板の厚さよりも高い(深い)ので、蓋本体は、その天板が受枠に拘束されることなく、蓋本体の外周勾配面の下部受枠の内周勾配面の下部とが互いにテーパ嵌合するだけである。それ故、蓋本体の外周勾配面が受枠の内周勾配面から受ける反力が小さくなり、設置環境に拘わらず蓋本体が受枠に過剰に食い込むことが軽減される。これにより、バールによる蓋本体の開蓋作業を必要以上の力を加えなくとも行うことができ、開蓋操作が容易になる。
【0006】
【発明の実施の形態】
本発明においては、蓋本体の径方向でみた隙間部の寸法を約0.2mmに設定しており、そして、前記隙間部は、蓋本体の外周勾配面または受枠の内周勾配面の少なくとも何れか一方を切り欠いて形成した構成としている
このような構成とすることで、設計の自由度が増し、地下構造物用蓋の形状、大きさ、設置環境等に応じた最適なものを設定することができる。
【0007】
らに、本発明においては、蓋本体と受枠とを連結した蝶番機構と、施錠状態では開蓋不能で解錠状態では開蓋可能な施錠機構とを備え、施錠状態で前記蓋本体が前記受枠に対して浮上可能とした構成としている。
【0008】
このような構成とすることで、蝶番機構および施錠機構が受枠に係合する範囲内において受枠に対して蓋本体の浮き上がりが可能となり、地下構造物内部で揚圧が発生した場合には、蓋本体が僅かに浮上して揚圧を大気に放し、地下構造物内部を減圧する。これにより、受枠の浮上を防止して受枠周囲の路面が損傷することを防止することができる。
【0009】
【実施例】
以下、本発明の実施例を図面に基づいて説明する。
図1は、本発明に係る地下構造物用蓋の実施例を示す断面図、図2は、図1の受枠と蓋本体との嵌合部の一部拡大図である。
図1に示すように地下構造物用蓋1は、丸型の受枠2と、この受枠2にテーパ嵌合により装着される丸型の蓋本体3とにより構成された平面視円形状をなし、蓋本体3が地表面と面一をなすように設置される。なお、前記テーパ嵌合は、図2に示すように受枠2の上部内周を下向きに縮径させた内周勾配面2aに蓋本体3の縁巻部3aの外周を下向きに縮径させた外周勾配面3bを嵌合させる構造をいう。蓋本体3は、一側に設けられた蝶番機構4により受枠2に連結されており、他側に設けられた施錠機構5により受枠2に係合されて第三者による開蓋および揚圧による飛散が防止されている。蓋本体3は、開蓋時には蓋本体3の外周縁に設けられた開口部3cに開蓋専用工具としてのバールの先端に形成された圧下部が挿入されて施錠機構5が解錠されるとともに、前記バールにより受枠2の上方に引き上げられ、蝶番機構4を介して水平旋回、または垂直反転によって開蓋される。
【0010】
施錠機構5は、受枠2の内周勾配面2aの下部に設けられた錠座2bと、蓋本体3の下面に形成された支持部6に回動自在に取り付けられた施錠鉤7とから成り、開蓋専用工具以外の冶具等で蓋本体3を引き上げようとしたり地下構造物内部の揚圧により蓋本体3が押し上げられた際に施錠鉤7の係合突起7aが錠座2bに設けられた錠止突起2cに係合可能とされて開蓋や飛散が防止されている。
【0011】
図2に示すように蓋本体3の縁巻部3aの外周勾配面3bは、上部が上端から所定の高さ例えば、全高の略1/3〜1/2の位置まで全周に亘り僅かに切り欠かれて上部外周勾配面3dとされ、外周勾配面3bの下部3e(以下「下部外周勾配面3e」という)と同心的に形成されている。そして、下部外周勾配面3eが受枠2の内周勾配面2aの下部とテーパ嵌合される。蓋本体3は、下部外周勾配面3eが受枠2の内周勾配面2aの下部とテーパ嵌合された状態において、上部外周勾配面3dと内周勾配面2aの上部との間に上方に開口する環状の隙間部gが形成される。なお、上部外周勾配面3dの高さは、後述するとおり、蓋本体3の外周勾配面3bが受枠2の内周勾配面2aから受ける反力を小さくするために、天板3fの厚さより高くすることが好ましい。また、環状の隙間部gは、土砂等が侵入し難くするためになるべく狭くすることが好ましい。一例として、蓋本体3の外径が634mm、外周勾配面3bの傾斜角度が約8°、外周勾配面3bの高さが37.5mmに設定されている場合、下部外周勾配面3eの高さは20mm以下、隙間部gは約0.2mmに設定される。
【0012】
蓋本体3は、下部外周勾配面3eが受枠2の内周勾配面2aの下部にテーパ嵌合される。これにより、蓋本体3は、ガタツキ、振動、騒音等を抑えられて受枠2に嵌合支持される。蓋本体3は、上部に天板3fが一体に形成されているために上部の剛性が高く、縁巻部3aの上部の変形が小さい。このため、仮に上部外周勾配面3dが下部外周勾配面3eと連続して構成されていると、これが当接する受枠2の内周勾配面2aの上部を歪ませ、上部外周勾配面3dに対して大きな締め付け力を発生させることになる。これに対して本発明においては、受枠2の内周勾配面2aの上部と蓋本体3の外周勾配面3bの上部との間には上方に開口する環状の隙間部gが形成されているため、蓋本体3の上部には受枠2からの反力は作用しない。
【0013】
一方、縁巻部3aの下端は、天板がなく開口部となっているために上部と比較して剛性が低く、歪んで変形しやすい。このため、受枠2に蓋本体3を嵌合させると、蓋本体3の上部には受枠2からの反力は作用しないのに対して、受枠2の内周勾配面2aの下部と蓋本体3の下部外周勾配面3eとは、お互いが僅かに歪んで変形しようとする。
【0014】
したがって、蓋本体3の外周勾配面3bが受枠2の内周勾配面2aから受ける反力が小さくなる。これにより、地下構造物用蓋1の設置環境に拘わらず、蓋本体3が受枠2に過剰に食い込むことが軽減される。したがって、バールによる蓋本体3の開蓋作業を必要以上の力を加えなくとも行うことが可能となる。
蓋本体3を開蓋するときには、専用のバールの圧下部を蓋本体3の開口部3cに挿入し、施錠鉤7の上面を押圧して係合突起7aを鉤座2bから離隔させて施錠機構5を解錠し、前記バールを引き上げて蓋本体3を持ち上げ、開蓋する。この開蓋作業は、上述したように必要以上の力を加えることなく容易に行うことができる。
【0015】
また、蓋本体3を閉蓋するときには施錠鉤7を自由な状態としておき、そのまま受枠2に蓋本体3を嵌合させると、施錠鉤7が支持軸7cを中心とした錘部7bの重心位置の作用により回動して錠止位置に係止される。
蓋本体3は、一側に設けられた蝶番機構4により受枠2に連結され、他側に設けられた施錠機構5により受枠2に係合可能とされていることで、蝶番機構4および施錠機構5が受枠2に係合する範囲内において蓋本体3が受枠2に対して浮き上がりが可能とされている。さらに、前述したように蓋本体3が受枠2に過剰に食い込むことが軽減されていることで、地下構造物内部で揚圧が発生した場合には、蓋本体3が確実に浮上して前記揚圧を大気に放し、地下構造物内部を減圧する。これにより、受枠2の浮上を防止して受枠周囲の路面(アスファルト)が損傷することを防止する。
【0016】
図3は、本発明に係る地下構造物用蓋の他の実施例を示し、蓋本体3の外周勾配面3bを下部外周勾配面3eを上部まで延長させた形状とし、受枠2の内周勾配面2a側に切欠を設けて隙間部gを設けたものである。すなわち、受枠2は、内周勾配面2aの上部が上端から全高の略1/2〜1/3の高さ位置まで全周に亘り僅かに切り欠かれて上部内周勾配面2dとされ、内周勾配面2bの下部2e(以下「下部内周勾配面2e」という)と同心的に形成されている。そして、下部内周勾配面2eが蓋本体3の外周勾配面3bの下部とテーパ嵌合される。蓋本体3は、外周勾配面3bの下部が受枠2の内周勾配面2aの下部内周勾配面2eとテーパ嵌合され、外周勾配面3bの上部と受枠2の上部内周勾配面2dとの間に上方に開口する環状の隙間部gが形成される。これにより、蓋本体3が受枠2に過剰に食い込むことが軽減される。
【0017】
図4は、本発明に係る地下構造物用蓋の他の実施例を示し、蓋本体3の外周勾配面3bの上部および下部をそれぞれ同心的に全周に亘り僅かに切り欠いて上部外周勾配面3d、下部外周勾配面3gとし、中央部の帯状の外周勾配面3e(以下「中部外周勾配面」という)を受枠2の内周勾配面2aとテーパ嵌合させるようにしたものである。蓋本体3は、中部外周勾配面3eが受枠2の内周勾配面2aの中央部とテーパ嵌合され、上部外周勾配面3d、下部外周勾配面3gと受枠2の内周勾配面2の上部、下部との間に上方、下方に開口する環状の隙間部g、g’が形成される。これにより、蓋本体3が受枠2に過剰に食い込むことが軽減される。
【0018】
なお、上記各実施例においては、蓋本体3の外周勾配面3bの上部、または受枠2の内周勾配面2aの上部を全周に亘り切り欠いて、これら外周勾配面3bと内周勾配面2aとの間に上方に開口する環状の隙間部gを形成したが、これに限るものではなく、両方の勾配面を切り欠いてもよい。このような構成とすることで、設計の自由度が増し、地下構造物用蓋の形状、大きさ、設置環境に応じた最適なものを設定することができる。
【0019】
また、蓋本体3の形状寸法は、一例を示したものであり、上記の寸法形状に限るものではなく、蓋本体3の外周勾配面3bを受枠2の内周勾配面2aに食い込ませて嵌合支持する構造の地下構造物用蓋において、蓋本体3と受枠2の勾配面の上部との間に上方に開口する隙間部gが形成されていればよく、形状、寸法に制限されるものではない。また、蓋本体3の形状については丸型に限るものではなく、角型でもよい。
【0020】
【発明の効果】
以上説明したように請求項1,2の発明によれば、蓋本体と受枠のテーパ嵌合により蓋本体のガタツキを防止することができ、一方、隙間部の高さが蓋本体の天板の厚さよりも高いことから、受枠の内周勾配面から蓋本体の外周勾配面に加わる反力が小さくなって、設置環境に拘わらず蓋本体が受枠に過剰に食い込むことを軽減することができ、バールによる開蓋作業を必要以上の力でなくとも行うことができ、作業の軽減が図られる。
【0021】
請求項3の発明によれば、設計の自由度が増し、地下構造物用蓋の形状、大きさ、設置環境等に応じた最適なものを設定することができる
【0022】
請求項の発明によれば、地下構造物内部で揚圧が発生した場合には、蓋本体が僅かに浮上して揚圧を大気に放して減圧し、蓋本体と受枠の浮上を防止して受枠周囲の路面が損傷することを防止することができる。
【図面の簡単な説明】
【図1】本発明に係る地下構造物用蓋の実施例を示す断面図である。
【図2】図1に示す受枠と蓋本体との嵌合部の一部拡大図である。
【図3】図1に示す受枠と蓋本体との嵌合部の他の実施例を示す一部拡大図である。
【図4】図1に示す受枠と蓋本体との嵌合部の他の実施例を示す一部拡大図である。
【符号の説明】
1 地下構造物用蓋
2 受枠
2a 内周勾配面
2b 錠座
2d 上部内周勾配面
2e 下部内周勾配面
3 蓋本体
3b 外周勾配面
3d 上部外周勾配面
3e 中部外周勾配面
3f 天板
3g 下部外周勾配面
4 蝶番機構
5 施錠機構
7 施錠鉤
g、g' 隙間部
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to a lid for an underground structure.
As used herein, “underground structure lid” refers to a large iron lid, a manhole lid, a sewage culm lid, an electric / Openable and closable joint gutter lids, power transmission iron lids, power distribution iron lids, buried underground pipes in waterworks and gas pipes, and their associated equipment to protect underground facilities equipment and underground cables in communications A fire hydrant lid, a water control valve lid, a gate valve lid, an air valve lid, a gas pipe lid, a water meter lid, etc., that function as an open / close door.
[0002]
[Prior art]
Conventionally, as a lid for an underground structure having a structure in which the lid body is fitted and supported on the receiving frame by causing the outer circumferential slope surface of the lid body to bite into the inner circumferential slope surface of the receiving frame, for example, Japanese Patent Laid-Open No. 53-72357. A round manhole described in the Gazette is known. This round manhole can be manufactured easily and inexpensively by increasing the load strength of the manhole cover by limiting the inclination angle of the inclined surface to 5 ° to 10 °. A sufficient amount of bite and bite force can be ensured, rattling, vibration, and noise of the manhole cover can be significantly suppressed, and there is an effect that almost no sliding occurs.
[0003]
[Problems to be solved by the invention]
However, the round manhole having the above-described conventional structure has the above-described effects, but depending on the installation environment, excessive bite into the receiving frame of the lid body may occur. A large amount of labor may be required, making the opening operation difficult.
[0004]
The present invention has been made in view of the above points, and it is possible to prevent the lid body from excessively biting into the receiving frame, and to provide a lid for an underground structure that can be performed with moderate labor when the lid is opened with a bar. The purpose is to provide.
[0005]
[Means for Solving the Problems]
The present invention relates to a lid for an underground structure in which the outer peripheral gradient surface of the lid body is fitted and supported by the inner peripheral gradient surface of the receiving frame, and an upper portion of the outer peripheral gradient surface of the lid body and an upper portion of the inner peripheral gradient surface of the receiving frame. Rutotomoni a clearance portion opening upward is formed around the entire circumference of at least one of the lid body or receiving frame, the height of the gap portion is higher than the thickness of the top plate of the lid body between, and the gap The cover body is mounted on the receiving frame by taper-fitting the outer peripheral slope surface of the cover body and the inner peripheral slope surface of the receiving frame over the entire circumference, and the edge winding of the lid body forming the outer peripheral slope surface It is set as the structure which opened the lower end inner peripheral side of the part.
In the configuration described above, the lid body is supported by the receiving frame while the lower part of the outer peripheral gradient surface is taper-fitted to the lower part of the inner peripheral gradient surface of the receiving frame over the entire circumference, suppressing rattling, vibration, noise, and the like. In other words, the height of the gap portion opening upward in between the top of the outer circumferential slope surface of the upper and the lid body of the inner circumferential slope surface of the receiving frame (depth) is greater than the thickness of the top plate of the lid body ( Therefore , the top of the lid body is not constrained by the receiving frame, and the lower portion of the outer peripheral slope surface of the lid body and the lower portion of the inner peripheral slope surface of the receiving frame are merely taper-fitted to each other . Therefore, the reaction force that the outer peripheral gradient surface of the lid body receives from the inner peripheral gradient surface of the receiving frame is reduced, and it is reduced that the lid body bites into the receiving frame excessively regardless of the installation environment. As a result, the lid body can be opened with the bar without applying excessive force, and the opening operation is facilitated.
[0006]
DETAILED DESCRIPTION OF THE INVENTION
In the present invention, it has set the size of the gap portion as viewed in the radial direction of the lid body about 0.2 mm, and the gap portion, one at least of the inner circumferential slope surface of the outer peripheral inclined face or receiving frame of the lid body One of them is cut away .
By adopting such a configuration, the degree of freedom of design increases, and an optimum one according to the shape, size, installation environment, etc. of the underground structure lid can be set.
[0007]
Et al is, in the present invention, a hinge mechanism connecting the lid body and the receiving frame, and a lid opening capable locking mechanism in the unlocked state impossible open lid in the locked state, the lid body wherein in the locked state It is configured to be able to float with respect to the receiving frame.
[0008]
With such a configuration, the lid body can be lifted with respect to the receiving frame within the range in which the hinge mechanism and the locking mechanism engage with the receiving frame. body frees the Age圧slightly floated in the air, to reduce the internal pressure underground construction. As a result, it is possible to prevent the receiving frame from rising and prevent the road surface around the receiving frame from being damaged.
[0009]
【Example】
Embodiments of the present invention will be described below with reference to the drawings.
FIG. 1 is a cross-sectional view showing an embodiment of a lid for an underground structure according to the present invention, and FIG. 2 is a partially enlarged view of a fitting portion between the receiving frame and the lid body of FIG.
As shown in FIG. 1, the lid 1 for an underground structure has a circular shape in a plan view constituted by a round receiving frame 2 and a round lid main body 3 attached to the receiving frame 2 by taper fitting. The lid body 3 is installed so as to be flush with the ground surface. In the taper fitting, as shown in FIG. 2, the outer periphery of the edge winding portion 3a of the lid body 3 is reduced in diameter downward to the inner slope surface 2a in which the upper inner circumference of the receiving frame 2 is reduced in diameter downward. The structure which fits the outer periphery gradient surface 3b is said. The lid body 3 is connected to the receiving frame 2 by a hinge mechanism 4 provided on one side, and is engaged with the receiving frame 2 by a locking mechanism 5 provided on the other side to open and lift by a third party. Spattering is prevented. When the lid body 3 is opened, an indented portion formed at the tip of a bar as a lid-dedicated tool is inserted into an opening 3c provided on the outer peripheral edge of the lid body 3, and the locking mechanism 5 is unlocked. The bar is pulled up above the receiving frame 2 and is opened through a hinge mechanism 4 by horizontal turning or vertical reversal.
[0010]
The locking mechanism 5 includes a lock seat 2b provided at a lower portion of the inner peripheral slope surface 2a of the receiving frame 2 and a lock rod 7 rotatably attached to a support portion 6 formed on the lower surface of the lid body 3. When the lid body 3 is lifted by a jig or the like other than the opening-dedicated tool or when the lid body 3 is pushed up by the lifting pressure inside the underground structure, the engagement protrusion 7a of the locking rod 7 is provided on the lock seat 2b. The locking projection 2c can be engaged to prevent the lid from being opened or scattered.
[0011]
As shown in FIG. 2, the outer peripheral gradient surface 3b of the edge winding portion 3a of the lid body 3 has a slight upper portion from the upper end to a predetermined height, for example, approximately 1/3 to 1/2 of the total height. The upper outer peripheral gradient surface 3d is cut out, and is formed concentrically with the lower portion 3e of the outer peripheral gradient surface 3b (hereinafter referred to as “lower outer peripheral gradient surface 3e”). The lower outer peripheral gradient surface 3e is taper-fitted to the lower portion of the inner peripheral gradient surface 2a of the receiving frame 2. The lid body 3 opens upward between the upper outer peripheral gradient surface 3d and the upper portion of the inner peripheral gradient surface 2a in a state where the lower outer peripheral gradient surface 3e is taper-fitted with the lower portion of the inner peripheral gradient surface 2a of the receiving frame 2. An annular gap g is formed. Note that the height of the upper outer peripheral gradient surface 3d is higher than the thickness of the top plate 3f in order to reduce the reaction force that the outer peripheral gradient surface 3b of the lid body 3 receives from the inner peripheral gradient surface 2a of the receiving frame 2 as will be described later. It is preferable to do. The annular gap g is preferably as narrow as possible in order to make it difficult for earth and sand to enter. As an example, when the outer diameter of the lid body 3 is set to 634 mm, the inclination angle of the outer peripheral gradient surface 3 b is set to about 8 °, and the height of the outer peripheral gradient surface 3 b is set to 37.5 mm, the height of the lower outer peripheral gradient surface 3 e Is set to 20 mm or less, and the gap g is set to about 0.2 mm.
[0012]
The lid body 3 has a lower outer peripheral gradient surface 3 e taper-fitted to a lower portion of the inner peripheral gradient surface 2 a of the receiving frame 2. As a result, the lid body 3 is fitted and supported on the receiving frame 2 while suppressing rattling, vibration, noise, and the like. Since the lid body 3 is integrally formed with the top plate 3f at the upper part, the upper part has high rigidity, and the deformation of the upper part of the edge winding part 3a is small. For this reason, if the upper outer peripheral gradient surface 3d is configured to be continuous with the lower outer peripheral gradient surface 3e, the upper portion of the inner peripheral gradient surface 2a of the receiving frame 2 with which the upper outer peripheral gradient surface 3e abuts is distorted. A large tightening force will be generated. On the other hand, in the present invention, an annular gap g that opens upward is formed between the upper part of the inner peripheral slope surface 2a of the receiving frame 2 and the upper part of the outer peripheral slope surface 3b of the lid body 3. The reaction force from the receiving frame 2 does not act on the upper part of the lid body 3.
[0013]
On the other hand, the lower end of the edge winding portion 3a has no top plate and is an opening, and therefore has lower rigidity than the upper portion, and is easily distorted and deformed. For this reason, when the lid main body 3 is fitted to the receiving frame 2, no reaction force from the receiving frame 2 acts on the upper portion of the lid main body 3, whereas the lower portion of the inner peripheral inclined surface 2 a of the receiving frame 2 and the lid main body 3. The lower outer peripheral gradient surface 3e tends to be slightly distorted and deformed.
[0014]
Therefore, the reaction force that the outer peripheral gradient surface 3b of the lid body 3 receives from the inner peripheral gradient surface 2a of the receiving frame 2 is reduced. Thereby, regardless of the installation environment of the lid 1 for an underground structure, it is reduced that the lid body 3 bites into the receiving frame 2 excessively. Therefore, it is possible to perform the lid opening operation of the lid body 3 with the bar without applying an excessive force.
When the lid body 3 is opened, the indented portion of the exclusive bar is inserted into the opening 3c of the lid body 3, the upper surface of the locking rod 7 is pressed, and the engaging projection 7a is separated from the collar 2b to lock the locking mechanism. 5 is unlocked, the bar is pulled up, the lid body 3 is lifted, and the lid is opened. This opening operation can be easily performed without applying an excessive force as described above.
[0015]
When the lid body 3 is closed, the locking rod 7 is left in a free state, and the lid body 3 is fitted to the receiving frame 2 as it is, so that the locking rod 7 is positioned at the center of gravity of the weight portion 7b with the support shaft 7c as the center. It is rotated by the action of and is locked at the locking position.
The lid body 3 is connected to the receiving frame 2 by a hinge mechanism 4 provided on one side, and can be engaged with the receiving frame 2 by a locking mechanism 5 provided on the other side, whereby the hinge mechanism 4 and the locking mechanism The lid body 3 can be lifted with respect to the receiving frame 2 within a range where 5 is engaged with the receiving frame 2. Further, as described above, excessively biting the lid body 3 into the receiving frame 2 is reduced, so that when the lifting pressure is generated inside the underground structure, the lid body 3 is surely lifted and the lifting body is lifted. It frees the pressure to the atmosphere, to reduce the internal pressure underground construction. This prevents the receiving frame 2 from rising and prevents the road surface (asphalt) around the receiving frame from being damaged.
[0016]
FIG. 3 shows another embodiment of the lid for an underground structure according to the present invention, wherein the outer peripheral gradient surface 3b of the lid main body 3 has a shape obtained by extending the lower outer peripheral gradient surface 3e to the upper portion, and the inner peripheral gradient of the receiving frame 2 A gap portion g is provided by providing a notch on the surface 2a side. That is, the upper part of the inner peripheral gradient surface 2a is slightly cut out over the entire circumference from the upper end to a height position of approximately 1/2 to 1/3 of the total height to form the upper inner peripheral gradient surface 2d. It is formed concentrically with a lower portion 2e of the inner peripheral gradient surface 2b (hereinafter referred to as “lower inner peripheral gradient surface 2e”). Then, the lower inner peripheral gradient surface 2 e is taper-fitted with the lower portion of the outer peripheral gradient surface 3 b of the lid body 3. The lid body 3 has a lower portion of the outer peripheral gradient surface 3b taper-fitted with a lower inner peripheral gradient surface 2e of the inner peripheral gradient surface 2a of the receiving frame 2, and an upper portion of the outer peripheral gradient surface 3b and an upper inner peripheral gradient surface 2d of the receiving frame 2. An annular gap g that opens upward is formed. Thereby, it is reduced that the cover main body 3 bites into the receiving frame 2 excessively.
[0017]
FIG. 4 shows another embodiment of the lid for an underground structure according to the present invention, in which the upper and lower portions of the outer peripheral gradient surface 3b of the lid body 3 are slightly cut out concentrically over the entire circumference. A surface 3d and a lower outer peripheral gradient surface 3g are provided, and a belt-like outer peripheral gradient surface 3e (hereinafter referred to as "intermediate outer peripheral gradient surface") at the center is taper-fitted with the inner peripheral gradient surface 2a of the receiving frame 2. The lid body 3, middle outer peripheral inclined face 3e is fitted central portion and the tapered inner peripheral slope surface 2a of the receiving frame 2, the upper outer peripheral inclined surface 3d, the lower outer peripheral inclined face 3g and receiving frame 2 inner circumferential slope surface 2 a of the Between the upper part and the lower part, annular gaps g and g ′ that open upward and downward are formed. Thereby, it is reduced that the cover main body 3 bites into the receiving frame 2 excessively.
[0018]
In each of the above embodiments, the upper part of the outer peripheral gradient surface 3b of the lid body 3 or the upper part of the inner peripheral gradient surface 2a of the receiving frame 2 is cut out over the entire circumference, and these outer peripheral gradient surface 3b and inner peripheral gradient surface. to form an annular clearance g opening upward between 2a but not limited thereto, but it may also be cut out both gradient surface. By adopting such a configuration, the degree of freedom in design increases, and an optimal one corresponding to the shape, size, and installation environment of the lid for the underground structure can be set.
[0019]
In addition, the shape and size of the lid main body 3 are merely examples, and are not limited to the above-described size and shape. The lid body 3 is fitted with the outer peripheral gradient surface 3b of the cover body 3 biting into the inner peripheral gradient surface 2a of the receiving frame 2. In the lid for an underground structure having a joint support structure, it is sufficient that a gap portion g that opens upward is formed between the lid body 3 and the upper part of the inclined surface of the receiving frame 2 and is limited in shape and size. is not. Further, the shape of the lid body 3 is not limited to a round shape, and may be a square shape.
[0020]
【The invention's effect】
As described above, according to the first and second aspects of the present invention, the lid body can be prevented from rattling by the taper fitting between the lid body and the receiving frame , while the gap portion has a height of the top plate of the lid body. Since it is higher than the thickness, the reaction force applied from the inner peripheral slope surface of the receiving frame to the outer peripheral slope surface of the lid body is reduced, and it can be reduced that the lid body bites into the receiving frame excessively regardless of the installation environment. The opening operation with the bar can be performed without excessive force, and the work can be reduced.
[0021]
According to invention of Claim 3 , the freedom degree of design increases and the optimal thing according to the shape of the lid | cover for underground structures, a magnitude | size, installation environment, etc. can be set .
[0022]
According to the invention of claim 4, when the lift pressure inside underground structures occurs, the Age圧vacuo and release solutions to the air cap body is slightly floated, preventing floating of the lid body and the receiving frame Thus, it is possible to prevent the road surface around the receiving frame from being damaged.
[Brief description of the drawings]
FIG. 1 is a sectional view showing an embodiment of an underground structure lid according to the present invention.
FIG. 2 is a partially enlarged view of a fitting portion between the receiving frame and the lid body shown in FIG.
3 is a partially enlarged view showing another embodiment of the fitting portion between the receiving frame and the lid body shown in FIG.
4 is a partially enlarged view showing another embodiment of the fitting portion between the receiving frame and the lid body shown in FIG. 1; FIG.
[Explanation of symbols]
DESCRIPTION OF SYMBOLS 1 Subsurface structure lid 2 Receiving frame 2a Inner peripheral gradient surface 2b Lock seat 2d Upper inner peripheral gradient surface 2e Lower inner peripheral gradient surface 3 Lid body 3b Outer peripheral gradient surface 3d Upper outer peripheral gradient surface 3e Middle outer peripheral gradient surface 3f Top plate 3g Lower Gradient surface 4 Hinge mechanism 5 Locking mechanism 7 Locking rods g, g 'Gap

Claims (4)

蓋本体の外周勾配面を受枠の内周勾配面で嵌合支持した地下構造物用蓋において、
前記蓋本体の外周勾配面の上部と前記受枠の内周勾配面の上部との間に上方に開口する隙間部を前記蓋本体又は前記受枠の少なくとも何れか一方の全周に亘って形成させるとともに、前記隙間部の高さを前記蓋本体の天板の厚さよりも高くし、
前記隙間部を除く蓋本体の外周勾配面と受枠の内周勾配面とを全周に亘りテーパ嵌合させることにより蓋本体を受枠に装着させるとともに、
前記外周勾配面を形成する前記蓋本体の縁巻部の下端内周側を開口させた
ことを特徴とする地下構造物用蓋。
In the lid for an underground structure in which the outer peripheral slope surface of the lid body is fitted and supported by the inner peripheral slope surface of the receiving frame,
The clearance portion opening upward Ru is formed over the entire circumference at least one of the lid body or the receiving frame between an upper part of the inner circumferential slope surface of the upper and the receiving frame of the outer inclined surface of the lid body And the height of the gap is higher than the thickness of the top plate of the lid body,
While attaching the lid body to the receiving frame by taper fitting the outer peripheral slope surface of the lid body excluding the gap and the inner peripheral slope surface of the receiving frame over the entire circumference,
A lid for an underground structure, wherein a lower end inner peripheral side of an edge winding portion of the lid main body forming the outer peripheral gradient surface is opened.
前記蓋本体の径方向でみた前記隙間部の寸法を約0.2mmに設定した請求項1に記載の地下構造物用蓋。  The underground structure lid according to claim 1, wherein a size of the gap portion as viewed in a radial direction of the lid body is set to about 0.2 mm. 前記隙間部は、蓋本体の外周勾配面または受枠の内周勾配面の少なくとも何れか一方を切り欠いて形成した請求項1または2に記載の地下構造物用蓋。The gap portion, underground structures lid according to claim 1 or 2 was formed by cutting out at least one of the inner circumferential slope surface of the outer peripheral inclined face or receiving frame of the lid body. 蓋本体と受枠とを連結した蝶番機構と、施錠状態では開蓋不能で解錠状態では開蓋可能な施錠機構とを備え、施錠状態で前記蓋本体が前記受枠に対して浮上可能とした請求項1〜の何れかに記載の地下構造物用蓋。A hinge mechanism that connects a lid body and a receiving frame, and a locking mechanism that cannot be opened in a locked state and can be opened in an unlocked state, and the lid body can float with respect to the receiving frame in a locked state. Item 4. A lid for an underground structure according to any one of Items 1 to 3 .
JP2002173231A 2002-06-13 2002-06-13 Cover for underground structure Expired - Lifetime JP4505174B2 (en)

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