JPS5917974Y2 - Burr hole structure for underground structure lids - Google Patents

Burr hole structure for underground structure lids

Info

Publication number
JPS5917974Y2
JPS5917974Y2 JP657081U JP657081U JPS5917974Y2 JP S5917974 Y2 JPS5917974 Y2 JP S5917974Y2 JP 657081 U JP657081 U JP 657081U JP 657081 U JP657081 U JP 657081U JP S5917974 Y2 JPS5917974 Y2 JP S5917974Y2
Authority
JP
Japan
Prior art keywords
rainwater
hole
lid
crowbar
receiving part
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired
Application number
JP657081U
Other languages
Japanese (ja)
Other versions
JPS57123851U (en
Inventor
友浩 伊原
Original Assignee
日昭興産株式会社
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by 日昭興産株式会社 filed Critical 日昭興産株式会社
Priority to JP657081U priority Critical patent/JPS5917974Y2/en
Publication of JPS57123851U publication Critical patent/JPS57123851U/ja
Application granted granted Critical
Publication of JPS5917974Y2 publication Critical patent/JPS5917974Y2/en
Expired legal-status Critical Current

Links

Description

【考案の詳細な説明】 この考案は、マンホールの鉄蓋のバール穴構造に係り、
詳しくは、■下水管路、電力管路及び電気、通信用管路
のマンホール、■水道管路の消火栓、空気弁、仕切弁及
び止水栓箱、並びに量水器箱、■ガス管路の各種弁箱、
等の地下構造物に対して用いられる蓋に設けられるバー
ル穴の雨水流入防止構造に係る。
[Detailed explanation of the invention] This invention relates to the crowbar hole structure of the iron manhole cover.
For details, see ■Manholes for sewer pipes, power pipes, electricity, and communication pipes, ■Fire hydrants, air valves, gate valves, and stop valve boxes for water pipes, and water meter boxes, ■Massage boxes for gas pipes. Various valve boxes,
This relates to a structure to prevent rainwater from flowing into a crowbar hole provided in a lid used for underground structures such as

一般に、マンホールと鉄蓋との間には、受枠と蓋との間
隙、バール穴、鉤穴等いくつかの間隙及び開口部が存在
し、これらの個所より雨水が浸入した場合は地下構造物
内部の施設に悪影響を与えるものである。
Generally, there are several gaps and openings between the manhole and the iron cover, such as the gap between the receiving frame and the cover, crowbar holes, hook holes, etc., and if rainwater infiltrates from these places, it will leak into the underground structure. This will have a negative impact on the facility.

このため、これらの間隙及び開口部からの雨水の流入防
止対策が必要となる。
Therefore, it is necessary to take measures to prevent rainwater from flowing in through these gaps and openings.

そして、バール穴や鉤穴から流入する雨水に対し、バー
ル穴や鉤穴を塞ぐ閉塞手段に関するいくつかの提案がな
されているが、それらはいずれも機構が複雑であったり
、また、簡略すぎて所期の効果が期待できないものであ
った。
Several proposals have been made regarding means for blocking rainwater flowing in through crowbar holes and hook holes, but all of them have complex mechanisms or are too simple. The desired effect could not be expected.

すなわち、第1図に示すものは、従来例の一つであって
、この鉤穴閉塞手段04は、槓杵042に取り付けた重
錘043の作用により栓041で鉤穴02を塞ぐもので
あるが、このものにあっては、槓杵等の取付けが複雑で
あったり、機構全体が強度のないものであり、乱暴に取
り扱うと容易に破損するものであった。
That is, the one shown in FIG. 1 is one of the conventional examples, and this hook hole closing means 04 is for closing the hook hole 02 with a stopper 041 by the action of a weight 043 attached to a punch 042. However, in this case, the attachment of the hammer and the like was complicated, and the entire mechanism was not strong, so it was easily damaged if handled roughly.

なお、受枠と蓋との間隙については、近年、ガタッキを
防止するため、両者の接合面は、テーパ面をもって密接
させるように加工仕上げされ、ここからの雨水の浸入は
殆んどないものとなっている。
In addition, regarding the gap between the receiving frame and the lid, in recent years, in order to prevent looseness, the joining surfaces of the two have been processed and finished so that they are brought into close contact with each other with a tapered surface, so that there is almost no intrusion of rainwater from this gap. ing.

本考案は、上述した従来のバール穴閉塞手段の問題点を
解消し、かつ、新たな技術的傾向に対応すべくなされた
ものであって、新規はバール穴の雨水流入防止用閉塞手
段を提供することを目的とする。
The present invention has been made to solve the problems of the conventional burl hole blocking means mentioned above and to respond to new technical trends, and provides a new blocking means for preventing rainwater from flowing into burl holes. The purpose is to

以下、本考案を図面に基づいて説明する。Hereinafter, the present invention will be explained based on the drawings.

第2図乃至第4図は、本考案の一実施例であって、1は
丸形成いは角形状の蓋であり、その縁端面は、受枠3の
内面31のテーパ面に一致して支持されているので、蓋
1と受枠3とは密着し、蓋1のガタッキはない。
2 to 4 show an embodiment of the present invention, in which 1 is a round or square lid, the edge surface of which is supported in conformity with the tapered surface of the inner surface 31 of the receiving frame 3. Therefore, the lid 1 and the receiving frame 3 are in close contact with each other, and there is no wobbling of the lid 1.

2は、蓋1の縁部に設けられ、本考案の主要部をなす雨
水流入防止用バール穴機構であって、次の構成よりなる
Reference numeral 2 denotes a crowbar hole mechanism for preventing the inflow of rainwater, which is provided on the edge of the lid 1 and constitutes the main part of the present invention, and has the following configuration.

20はバール穴であって、蓋1の縁部に馬蹄形の溝状に
切り欠かれている。
Reference numeral 20 denotes a crowbar hole, which is cut into the edge of the lid 1 in the shape of a horseshoe groove.

このバール穴20を囲んで蓋1の下面よりバール先端収
容部24を保持して雨水受部23が袋状に延設されてい
る。
A rainwater receiving part 23 extends in a bag shape surrounding this burl hole 20 and holding a burl tip accommodating part 24 from the lower surface of the lid 1.

この雨水受部23の前端面は、バール穴の溝を残して、
全面が蓋1の縁端面の傾斜に連なってテーパ面に加工さ
れ、受枠の内面31と水密に接する。
The front end surface of this rainwater receiving part 23 leaves a crowbar hole groove,
The entire surface is processed into a tapered surface that continues with the slope of the edge surface of the lid 1, and is in watertight contact with the inner surface 31 of the receiving frame.

雨水受部23の奥部後端部には、底部に連なって排砂穴
22がマンホール内に開通するように穿設されている。
A sand discharge hole 22 is bored at the rear end of the rainwater receiving section 23 so as to be continuous with the bottom and open into the manhole.

そして、この排砂穴22を雨水受部23の後部背面から
、ステンレス鋼板或いはプラスチック板等よりなる閉塞
バネ板21が弾性をもって塞いでいる。
A closing spring plate 21 made of a stainless steel plate, a plastic plate, or the like elastically closes this sand discharge hole 22 from the rear rear surface of the rainwater receiving portion 23.

211は閉塞バネ板21を蓋1の裏に取り付けているボ
ルトであって、外力が作用すれば、閉塞バネ板は下方に
向って開かれる。
Numeral 211 is a bolt that attaches the closing spring plate 21 to the back of the lid 1, and when an external force is applied, the closing spring plate opens downward.

本案のバール穴の雨水流入防止機構付き蓋の使用態様は
次のようである。
The usage of the lid with a rainwater inflow prevention mechanism for the crowbar hole of the present invention is as follows.

降雨時において、蓋縁端面と受枠内面とは密着している
のでこの間からの雨水の浸入はなく、バール穴20のみ
から浸入する。
During rain, since the lid edge end face and the inner surface of the receiving frame are in close contact with each other, rainwater does not enter from between them, but only from the crow hole 20.

しかしながら、雨水受部23は袋状をなし、その前端面
は受枠内面に水蜜に接し、その奥部に設けられた排砂穴
22は閉塞バネ板21により塞がれているので、流入し
た雨水は雨水受部23内に溜まるのみで・行き場所がな
く、それ以上の雨水はバール穴20より溢れ出てしまう
However, the rainwater receiving part 23 has a bag shape, and its front end surface is in contact with the inner surface of the receiving frame, and the sand discharge hole 22 provided in the deep part thereof is closed by the closing spring plate 21, so that the rainwater flowing in The rainwater only collects in the rainwater receiving part 23 and has no place to go, and any more rainwater will overflow from the crowbar hole 20.

しかも、雨水受部23の空間は、バール先端が挿入され
るだけの最小限の容量にしであるので、雨水は直ちに満
水、溢流する。
Moreover, since the space of the rainwater receiving part 23 has a minimum capacity enough for the tip of the crowbar to be inserted, the rainwater immediately fills up and overflows.

この結果、雨水はマンホール内に流入することはない。As a result, rainwater will not flow into the manhole.

そして、晴天時には、雨水受部23に溜った水は、迅速
に蒸発、逸散し、内部は乾燥状態となる。
When the weather is sunny, the water accumulated in the rainwater receiving section 23 quickly evaporates and dissipates, leaving the inside in a dry state.

次にバールにより蓋を引き起こす際には、バールの先端
部はバール穴20を通してバール先端収容部に挿入され
るが、ここに土砂が貯っている場合には、バール先端部
により土砂をつけば、閉塞バネ板は排砂穴を開け、滞溜
土砂はことごとく排砂穴よりマンホール内に落下する。
Next, when raising the lid with a crowbar, the tip of the crowbar is inserted into the crowbar tip accommodating part through the crowbar hole 20, but if there is dirt accumulated here, the crowbar tip can be used to add dirt and sand. The blocking spring plate opens a sand drainage hole, and all accumulated sediment falls into the manhole through the sand drainage hole.

このため、雨水受部23には滞溜土砂がなくなり、常時
、バール先端部は容易にバール穴20に挿入することが
できる。
Therefore, there is no accumulated sediment in the rainwater receiving part 23, and the tip of the burl can be easily inserted into the burl hole 20 at all times.

そして、バール穴20は蓋の最外縁部に設けられている
ので、モーメントが大きくとれ、たやすく重量のある蓋
でも持ち上げ、開放することができる。
Since the burl hole 20 is provided at the outermost edge of the lid, a large moment can be taken, and even a heavy lid can be easily lifted and opened.

本考案の構成は上述のようであるが、本考案の技術思想
を逸脱しない範囲内で種々設計変更が可能である。
Although the configuration of the present invention is as described above, various design changes can be made without departing from the technical idea of the present invention.

以上、本考案の地下構造物用蓋におけるバール穴の雨水
流入防止機構は、上述の構成及び使用態様であるので、
従来のものに比べ、以下の種々優れた効果を有するもの
である。
As mentioned above, since the rainwater inflow prevention mechanism of the crow hole in the cover for underground structures of the present invention has the above-mentioned configuration and usage mode,
It has the following various superior effects compared to conventional ones.

■ 簡単な構成で、かつ、堅ろうである上、確実に雨水
の流入が防止できる。
■ It has a simple structure, is sturdy, and can reliably prevent rainwater from entering.

■ ガタッキ防止の蓋に加え、雨水受部の前端面を受枠
のテーパ面に密接させることにより、良好な水蜜性を得
ることができる。
- In addition to the lid that prevents rattling, good water retention can be achieved by bringing the front end of the rainwater receiving part into close contact with the tapered surface of the receiving frame.

■ バール穴を蓋の縁部に設けたので、蓋が大型化、重
量化してもモーメントが大きくとれ、容易に蓋を持ち上
げ、開放することができる。
■ Since the crowbar hole is provided on the edge of the lid, even if the lid becomes large and heavy, a large moment can be taken, and the lid can be easily lifted and opened.

■ 土砂詰りに対しては、軽く突くだけで閉塞バネ板が
開き、滞溜土砂は排出される。
■ In case of a blockage due to sediment, just a light poke will open the blocking spring plate and drain the accumulated sediment.

排砂後は、閉塞バネ板は弾性により自動的に、かつ、確
実に排砂穴を塞ぐことができる。
After sand removal, the closing spring plate can automatically and reliably close the sand removal hole due to its elasticity.

■ 雨水受部により形成される空間は、バール先端収容
部だけであるので、可及的容量を小さくでき、雨水の蒸
発の促進が計れる。
- Since the space formed by the rainwater receiving section is only the crowbar tip accommodating section, the capacity can be made as small as possible and the evaporation of rainwater can be promoted.

■ 閉塞バネ板の取り換えが可能で、バネ板の劣化によ
る更新さえなされれば、雨水流入防止機能は長期間に互
って持続される。
■ The blocking spring plate can be replaced, and as long as the spring plate is renewed due to deterioration, the rainwater inflow prevention function can be maintained for a long period of time.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図は従来例であって、第2図乃至第4図は本考案の
一実施例を示すものであって、第2図は一部切欠断面図
、第3図は詳細断面図、第4図は第3図のX−X線で切
断した断面図である。
Fig. 1 shows a conventional example, and Figs. 2 to 4 show an embodiment of the present invention, in which Fig. 2 is a partially cutaway sectional view, Fig. 3 is a detailed sectional view, and Fig. 3 is a detailed sectional view. FIG. 4 is a sectional view taken along the line X--X in FIG. 3.

Claims (1)

【実用新案登録請求の範囲】 ■、受枠3の内面31のテーパ面と一致して密着する縁
端面を有する地下構造用蓋1において、バール穴20が
蓋1の縁部に切欠状に設けられ、バール穴20を袋状に
囲んで内部にバール先端収容部を有する雨水受部23が
蓋1の裏面から一体に延設され、 雨水受部23の奥部後端部には排砂穴22が穿設され、
閉塞バネ板21が排砂穴22を雨水受部23の外部背面
から塞いでなる、 バール穴の雨水流入防止機構2゜ 2、蓋1は鉄蓋である、 実用新案登録請求の範囲第1項記載のバール穴の雨水流
入防止機構。
[Claims for Utility Model Registration] (1) In the cover 1 for underground structures, which has an edge surface that coincides with and comes into close contact with the tapered surface of the inner surface 31 of the receiving frame 3, a crowbar hole 20 is provided in the shape of a notch in the edge of the cover 1. A rainwater receiving part 23 that surrounds the burl hole 20 in a bag shape and has a burl tip accommodating part inside is integrally extended from the back surface of the lid 1, and a sand drainage hole 22 is provided at the rear end of the inner part of the rainwater receiving part 23. is drilled,
A crowbar hole rainwater inflow prevention mechanism 2゜2, in which a closing spring plate 21 closes the sand drainage hole 22 from the outside back of the rainwater receiving part 23, and the lid 1 is an iron lid, Claim 1 of the Utility Model Registration Claim Mechanism to prevent rainwater from flowing into the crowbar hole described.
JP657081U 1981-01-22 1981-01-22 Burr hole structure for underground structure lids Expired JPS5917974Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP657081U JPS5917974Y2 (en) 1981-01-22 1981-01-22 Burr hole structure for underground structure lids

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP657081U JPS5917974Y2 (en) 1981-01-22 1981-01-22 Burr hole structure for underground structure lids

Publications (2)

Publication Number Publication Date
JPS57123851U JPS57123851U (en) 1982-08-02
JPS5917974Y2 true JPS5917974Y2 (en) 1984-05-24

Family

ID=29804860

Family Applications (1)

Application Number Title Priority Date Filing Date
JP657081U Expired JPS5917974Y2 (en) 1981-01-22 1981-01-22 Burr hole structure for underground structure lids

Country Status (1)

Country Link
JP (1) JPS5917974Y2 (en)

Also Published As

Publication number Publication date
JPS57123851U (en) 1982-08-02

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