JPS5920826B2 - Rainwater inflow prevention structure on the lid - Google Patents
Rainwater inflow prevention structure on the lidInfo
- Publication number
- JPS5920826B2 JPS5920826B2 JP55095220A JP9522080A JPS5920826B2 JP S5920826 B2 JPS5920826 B2 JP S5920826B2 JP 55095220 A JP55095220 A JP 55095220A JP 9522080 A JP9522080 A JP 9522080A JP S5920826 B2 JPS5920826 B2 JP S5920826B2
- Authority
- JP
- Japan
- Prior art keywords
- valve
- float
- rainwater
- hole
- lid
- 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
Links
- 230000002265 prevention Effects 0.000 title description 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 15
- 239000007789 gas Substances 0.000 description 11
- 238000012856 packing Methods 0.000 description 6
- 230000002159 abnormal effect Effects 0.000 description 4
- 230000000694 effects Effects 0.000 description 3
- 239000000463 material Substances 0.000 description 3
- 230000007423 decrease Effects 0.000 description 2
- 239000013013 elastic material Substances 0.000 description 2
- 239000003566 sealing material Substances 0.000 description 2
- 239000010865 sewage Substances 0.000 description 2
- 238000009825 accumulation Methods 0.000 description 1
- 230000000903 blocking effect Effects 0.000 description 1
- 230000005611 electricity Effects 0.000 description 1
- 238000001704 evaporation Methods 0.000 description 1
- 230000008020 evaporation Effects 0.000 description 1
- 238000001914 filtration Methods 0.000 description 1
- 238000005192 partition Methods 0.000 description 1
- 230000001681 protective effect Effects 0.000 description 1
- 229920005989 resin Polymers 0.000 description 1
- 239000011347 resin Substances 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 230000008961 swelling Effects 0.000 description 1
- 229920003002 synthetic resin Polymers 0.000 description 1
- 239000000057 synthetic resin Substances 0.000 description 1
Landscapes
- Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
Description
【発明の詳細な説明】
本発明は上下水道用、電力電気通信用、ガス用等のマン
ホール及びその信地下構造物に連通ずる縦穴を閉塞する
蓋を対象とし、その蓋の連通孔から雨水が流入するのを
防ぐ蓋の構造に関する。DETAILED DESCRIPTION OF THE INVENTION The present invention is directed to a cover for blocking a vertical hole that communicates with a manhole for water supply, sewage, electricity, telecommunications, gas, etc., and a subterranean structure thereof. It relates to the structure of the lid that prevents inflow.
従来この種の蓋は、大気とマンホール等縦穴内の気体を
流通させるため、あるいはマンホール等の縦穴内の気体
の異常圧発生を防止するために数個の連通孔を設けてい
るが、この構造の蓋では雨水がそれら連通孔から流入し
、都市部に設置されたマンホール等の縦穴内から下水道
管路等に流れ込み、下水の処理流量を増大せしめて処理
場の能力オーバーを来たしたり、地下構造物を損傷せし
めるという欠点がある。Conventionally, this type of lid has several communication holes in order to allow the atmosphere and gas in a vertical hole such as a manhole to circulate, or to prevent the generation of abnormal pressure in the gas in a vertical hole such as a manhole, but this structure Rainwater flows into the lid through these communication holes and flows into the sewer pipes etc. from vertical holes such as manholes installed in urban areas, increasing the flow rate of sewage treatment and causing the capacity of the treatment plant to be exceeded. The disadvantage is that it can damage things.
それらの欠点を解消する目的で蓋を完全に密閉すれば、
上記マンホール等の縦穴内気体と外気との空気流通が行
なわれず、縦穴内に有害ガスが滞留したり、又マンホー
ルや縦穴内に気体異常ガス圧が発生するという問題が生
じる事となる。In order to eliminate these drawbacks, if the lid is completely sealed,
There is no air circulation between the gas inside the vertical hole such as the manhole and the outside air, causing problems such as harmful gases remaining in the vertical hole and abnormal gas pressure occurring inside the manhole or vertical hole.
本出願人は、これらの欠点、問題点を解消すべく蓋孔下
方にフロート室とフロート弁とを設け、回礼からの雨水
の一部又は全部をフロート室に導入することによってフ
ロート弁を上昇せしめて孔を塞ぐ蓋の雨水流入防止構造
を特開昭56−52229号において開示した。In order to solve these drawbacks and problems, the present applicant has provided a float chamber and a float valve below the cover hole, and raised the float valve by introducing some or all of the rainwater from the circling into the float chamber. Japanese Patent Laid-Open No. 56-52229 discloses a structure for preventing rainwater from entering with a lid that closes the hole.
本発明は、更にこのフロート弁による蓋孔の閉塞を、よ
り完全且つ確実に作動せしめるため改良したものである
。The present invention further improves the float valve to more completely and reliably close the lid hole.
この発明は、蓋1の連通孔2の下方に同連通孔2又は同
連通孔2に続く連通路を開閉するフロート弁3を備える
とともに、同フロート弁3のフロート室4に連通孔2か
らの雨水を導入する構造とし、フロート室4の底部に排
水孔5を設け、同排水孔5の開閉用弁体6を排水孔5の
フロート室4外方に配するとともに、同弁体6とフロー
ト弁3の底部とを連結部材7によって連結し、且つ前記
開閉用弁体6と前記連結部材7からなる弁構成体20を
伸縮可能に構成することによって常時は開の状態にし、
雨水が流入するときには上記弁体を閉じるようにした蓋
の雨水流入防止構造に係るものである。This invention includes a float valve 3 below the communication hole 2 of the lid 1 that opens and closes the communication hole 2 or a communication path following the communication hole 2, and a float valve 3 that opens and closes the communication hole 2 or a communication passage connected to the communication hole 2. It has a structure that introduces rainwater, and a drainage hole 5 is provided at the bottom of the float chamber 4, and a valve body 6 for opening and closing the drainage hole 5 is arranged outside the float chamber 4 of the drainage hole 5, and the valve body 6 and the float The bottom of the valve 3 is connected by a connecting member 7, and the valve structure 20 consisting of the opening/closing valve body 6 and the connecting member 7 is configured to be expandable and retractable so that it is always in an open state,
This invention relates to a rainwater inflow prevention structure of a lid that closes the valve body when rainwater flows in.
以下実施例をもって説明する。This will be explained below using examples.
第1〜第3実施例は、弁構成体のうち連結部材を伸縮可
能にした例を示し、第4実施例は弁構成体の中の弁体そ
のものを伸縮可能にした例を示す。The first to third embodiments show examples in which the connecting member of the valve structure is made expandable and retractable, and the fourth embodiment shows an example in which the valve element itself in the valve structure is made extendable and retractable.
第1実施例
第1図および第2図で示す第1実施例は、弁構造体とし
て、連結部材と弁体の両方に伸縮可能な弾性体を用いた
例である。First Embodiment The first embodiment shown in FIGS. 1 and 2 is an example in which a stretchable elastic body is used as a valve structure for both the connecting member and the valve body.
図中1は蓋、2は連通孔、3はフロート弁、4はフロー
ト室、5は排水孔、6はゴム等の弾性体よりなる弁体、
7は同じくゴム等の弾性体よりなる連結部材、8は合成
樹脂等から成型された流入路壁、9は雨水導入孔、10
は同雨水導入孔内壁のゴムや軟質樹脂等の素材からなる
軟質パツキン、11はフロート室4に雨水を一部導入す
るだめのフロート弁3の鍔、12は間隔保持突片、13
は粒度の粗い土砂がフロート室内に流入するのを防ぐ濾
過用フィルター、14は同フィルター固定材、15は弁
体6に形成したフロート室内の雨水滴下溝である。In the figure, 1 is a lid, 2 is a communication hole, 3 is a float valve, 4 is a float chamber, 5 is a drainage hole, 6 is a valve body made of an elastic body such as rubber,
7 is a connecting member made of an elastic material such as rubber; 8 is an inlet wall made of synthetic resin; 9 is a rainwater introduction hole; 10
1 is a soft gasket made of rubber or soft resin on the inner wall of the rainwater introduction hole; 11 is a flange of the float valve 3 for introducing a portion of rainwater into the float chamber 4; 12 is a spacing retaining protrusion; 13
14 is a filtration filter that prevents coarse-grained earth and sand from flowing into the float chamber; 14 is a fixing material for the filter; and 15 is a rainwater dripping groove formed in the valve body 6 in the float chamber.
この実施例では、雨水の流入のない通常(晴天)の場合
は、フロート弁3はフロート室4にその自重によって沈
下している状態にあり、又フロート弁3上面と流入路壁
8との間に形成された空間にて雨水導入孔9及び連通孔
2によって、空気流通路が形成されており、この空気流
通路によって縦穴と大気とが連通して空気流通がなされ
、縦穴内の有害ガスを大気に発散させ有害ガスの滞留を
防ぐとともに、マンホール等縦穴内の気体異常圧の発生
を防止することができるものである。In this embodiment, under normal conditions (sunny weather) with no inflow of rainwater, the float valve 3 is in a state of sinking into the float chamber 4 due to its own weight, and there is a gap between the top surface of the float valve 3 and the inlet channel wall 8. An air flow path is formed in the space formed by the rainwater introduction hole 9 and the communication hole 2, and the vertical hole communicates with the atmosphere through this air flow path, allowing air to circulate and removing harmful gases within the vertical hole. It is possible to prevent the accumulation of harmful gases by dispersing them into the atmosphere, and also to prevent the generation of abnormal gas pressure in vertical holes such as manholes.
次に、雨水が連通孔2、雨水導入孔9から流入してくれ
ば、雨水はフロート弁3の上面に沿ってその鍔11に達
し、その傾斜面(裏面)に沿ってフロート室4内に流入
し、フロート室4の底部にある排水孔5から流出するこ
ととなる。Next, when rainwater flows in from the communication hole 2 and the rainwater introduction hole 9, the rainwater reaches the flange 11 along the top surface of the float valve 3, and flows into the float chamber 4 along the sloped surface (back surface). It will flow in and flow out from the drain hole 5 at the bottom of the float chamber 4.
ここでフロート室4内に流入する水量が、排水孔5から
排出する水量より大となれば、フロート室4内の水位が
上り、フロート弁3はその浮力によって上昇し、まず弁
体6が排水孔5の下開口部を閉鎖する。If the amount of water flowing into the float chamber 4 becomes larger than the amount of water discharged from the drain hole 5, the water level in the float chamber 4 rises, the float valve 3 rises due to its buoyancy, and the valve body 6 first drains water. The lower opening of hole 5 is closed.
この段階で雨水が雨水導入孔9より流入し続ければ、即
ちフロート弁3上面が雨水導入孔9の軟質パツキン10
を圧接して完全に閉鎖していなければ、フロート室4内
に雨水が導入され続けてフロート弁3に更に浮力が働く
こととなり、しかも連結部材7はゴム等の弾性体である
からその浮力によって伸び、フロート弁3は更に上昇す
る。If rainwater continues to flow in from the rainwater introduction hole 9 at this stage, that is, if the upper surface of the float valve 3 is connected to the soft packing 10 of the rainwater introduction hole 9
If the valve is not completely closed by pressure contact, rainwater will continue to be introduced into the float chamber 4 and further buoyancy will act on the float valve 3.Moreover, since the connecting member 7 is made of an elastic material such as rubber, the buoyancy will cause the The float valve 3 further rises.
そして、フロート弁3の上面カ軟質ハッキン10の下端
開口部を圧接して雨水導入孔9を完全に閉塞し、雨水の
流入を防ぐこととなる。Then, the upper surface of the float valve 3 is pressed against the lower end opening of the soft hook 10 to completely close the rainwater introduction hole 9 and prevent rainwater from flowing in.
又一時降雨量が減少し蓋上の水位が下がると、フロート
室4内の水位が弁体6の雨水滴下溝15から徐々に排出
され低下して70−ト弁3が下降し、軟質パツキン10
の閉塞が不完全となる。Also, when the amount of rainfall temporarily decreases and the water level above the lid falls, the water level in the float chamber 4 is gradually drained from the rainwater dripping groove 15 of the valve body 6 and lowers, causing the 70-tooth valve 3 to descend and the soft gasket 10 to drop.
occlusion becomes incomplete.
しかしながら、再び降雨量が増加し蓋上の水位が上がる
と、閉塞が不完全となるため雨水が雨水導入孔9より流
入し、その一部の水量がフロート室4に流入しフロート
弁3を上昇せしめ、軟質パツキン10を圧接し、軟質パ
ツキン10の下端開口部を完全に閉塞する。However, when the amount of rainfall increases again and the water level above the lid rises, the blockage becomes incomplete and rainwater flows in through the rainwater introduction hole 9, and a portion of the water flows into the float chamber 4 and raises the float valve 3. Then, the soft packing 10 is pressed and the lower end opening of the soft packing 10 is completely closed.
この様にしてフロート弁3の閉塞状態が自己保持される
。In this way, the closed state of the float valve 3 is self-maintained.
以上の通り雨が降っている場合は、絶えずフロート弁3
を上昇せしめて軟質パツキン10の下端開口部を閉塞し
、雨水の蓋内部への流入を阻止している。As mentioned above, if it is raining, the float valve 3 should be
is raised to close the opening at the lower end of the soft packing 10 and prevent rainwater from flowing into the inside of the lid.
次に雨があがれば、フロート室4内の水は弁体6の雨水
滴下溝15から排出され、その水位が除徐に低下して行
き、水位とともにフロート弁3も降下し、排水孔5の閉
塞が失なわれ、その結果フロート室4内の滞留水は急速
に排水孔5より縦穴内に排出される。Next, when the rain stops, the water in the float chamber 4 is discharged from the rainwater dripping groove 15 of the valve body 6, and the water level gradually decreases. The blockage is broken, and as a result, the accumulated water in the float chamber 4 is rapidly discharged from the drain hole 5 into the vertical hole.
又同時にフロート弁3上面による雨水導入孔9の下端開
口部の閉塞は失なわれ、連通孔2、雨水導入孔9を介し
て蓋外方と蓋内部とを連通せしめるものである。At the same time, the lower end opening of the rainwater introduction hole 9 is no longer blocked by the upper surface of the float valve 3, and the outside of the lid and the inside of the lid are communicated through the communication hole 2 and the rainwater introduction hole 9.
なお、雨水滴下溝15はフロート室40室壁に穿孔して
もよいし、又設けずに自然蒸発に頼ってもよい。Incidentally, the rainwater dripping groove 15 may be bored in the wall of the float chamber 40, or may not be provided and may rely on natural evaporation.
第2実施例
第3図で示す第2実施例は弁体6を円錐のシール材で製
作し、又伸縮可能な連結部材7として、保護チューブa
に封入されたスプリングbを使用し、その下端に前記円
錐状のシール材の弁体6を固着したものである。Second Embodiment In the second embodiment shown in FIG. 3, the valve body 6 is made of a conical sealing material, and a protective tube a
The valve body 6 of the conical sealing material is fixed to the lower end of the spring b enclosed in the spring b.
他の構成は第1実施例と同じであり、又その作用効果も
スプリングbの引張によって連結部材7が伸展すること
を除き、第1実施例と同様である。The other configurations are the same as in the first embodiment, and the effects are also the same as in the first embodiment, except that the connecting member 7 is expanded by the tension of the spring b.
第3実施例
第4図で示す第3実施例は、伸縮可能な連結部材7とし
て、フロート弁3の底部仕切空間C内にスプリングdを
設けた例を示す。Third Embodiment The third embodiment shown in FIG. 4 shows an example in which a spring d is provided in the bottom partition space C of the float valve 3 as the expandable and contractible connecting member 7.
この例においては、フロート室4の水位上昇とともに、
連結部材7の下端に取り付けた円錐状弁体6が排水孔5
の下端開口部を閉塞しても、更にフロート弁3はその浮
力によりスプリングdのバネ力に抗して多少上昇でき、
そのため、完全にフロート弁3の上面によって軟質パツ
キン10の下端開口部を閉鎖して雨水流入を防ぐもので
ある。In this example, as the water level in the float chamber 4 rises,
The conical valve body 6 attached to the lower end of the connecting member 7 is connected to the drain hole 5.
Even if the lower end opening is closed, the float valve 3 can still rise somewhat due to its buoyancy against the spring force of the spring d.
Therefore, the lower end opening of the soft packing 10 is completely closed by the upper surface of the float valve 3 to prevent rainwater from entering.
他は第1実施例の構成、作用効果と同様である。The other features are the same as those of the first embodiment.
第4実施例
第5図で示す第4実施例は、弁体16を膨潤材料から構
成して、弁構成体20を伸縮可能にした例を示す。Fourth Embodiment The fourth embodiment shown in FIG. 5 shows an example in which the valve body 16 is made of a swelling material to make the valve structure 20 expandable and retractable.
弁体16は、フロート弁3の底部に剛体の連接杆17に
よって常開状態に取付けられている。The valve body 16 is attached to the bottom of the float valve 3 by a rigid connecting rod 17 in a normally open state.
フロート室4の水位とともにフロート弁3及び弁体16
は上昇するが、それにつれて弁体16は雨水に触れて大
きく膨張し、排水孔5を閉塞する。Along with the water level in the float chamber 4, the float valve 3 and the valve body 16
rises, and as the valve body 16 comes into contact with rainwater, it expands greatly and closes the drain hole 5.
又弁体16は膨張によってますます軟化しフロート弁3
の多少の上昇を許し、フロート弁3の上面によって軟質
パツキン10の下端開口部を圧接して雨水の流入を完全
に遮断するとともに、降雨の際には、フロート室4内の
滞留水はフロート室4底部に設けた雨水滴下溝15より
滴下排出される。Also, the valve body 16 becomes increasingly soft due to expansion, and the float valve 3
The lower end opening of the soft packing 10 is pressed against the upper surface of the float valve 3 to completely block the inflow of rainwater, and when it rains, the accumulated water in the float chamber 4 is drained into the float chamber. Rainwater is dripped and discharged from a dripping groove 15 provided at the bottom of 4.
他の構成、作用効果は第1実施例と同様である。Other configurations and effects are similar to those of the first embodiment.
以上の実施例は、弁構成体20の連結部材、弁体のいず
れかを伸縮可能にした例を示したが、両方を伸縮可能に
構成することができることは、勿論自明の事項である。Although the above embodiments have shown examples in which either the connecting member or the valve body of the valve structure 20 is expandable and retractable, it is of course obvious that both can be configured to be expandable and retractable.
本発明によれば、I晴天、又は雨水流入がない場合は、
連通孔3を介し、蓋内部は大気と連通し、蓋内部のマン
ホール縦穴への空気流通を可能として、縦穴内の有害ガ
スの滞留を防止し、又蓋内部のマンホール縦穴内に発生
した異常ガス圧を排出せしめ、11更に雨水の流入が始
まれば、フロート弁3の作動により、雨水の流入する連
通孔2を閉塞し、iiLかも伸縮自在な連結部材7、又
は膨潤性材料からなる弁体16の働きによって、フロー
ト弁3による閉塞を完全且つ確実ならしめるという優れ
た効果を得ることができる。According to the present invention, when the sky is clear or there is no rainwater inflow,
The inside of the lid communicates with the atmosphere through the communication hole 3, allowing air to flow to the manhole vertical hole inside the lid, preventing harmful gases from stagnation in the vertical hole, and preventing abnormal gases generated in the manhole vertical hole inside the lid. When the pressure is discharged and rainwater starts to flow in, the float valve 3 is activated to close the communication hole 2 through which the rainwater flows, and the connecting member 7, which can be expanded and contracted, or the valve body 16 made of a swellable material, is operated. By this function, an excellent effect of completely and reliably closing the float valve 3 can be obtained.
第1図は本発明に係る蓋の雨水流入防止構造の第1実施
例を示す縦断面図、第2図は同実施例の流入路壁の平面
図、第3図は第2実施例を示す縦断面図、第4図は第3
実施例を示す縦断面図、第5図は第4実施例を示す縦断
面図である。
1・・・・・・蓋、2・・・・・・連通孔、3・・・・
・・フロート弁、4・・・・・・フロート室、5・・・
・・・排水孔、6・・・・・・弁体、7・・・・・・連
結部材、8・・・・・・流入路壁、9・・・・・・雨水
導入孔、20・・・・・・弁構成体。FIG. 1 is a vertical cross-sectional view showing a first embodiment of a rainwater inflow prevention structure for a lid according to the present invention, FIG. 2 is a plan view of an inflow channel wall of the same embodiment, and FIG. 3 is a second embodiment. Longitudinal cross-sectional view, Figure 4 is the 3rd
FIG. 5 is a longitudinal sectional view showing the fourth embodiment. 1...Lid, 2...Communication hole, 3...
...Float valve, 4...Float chamber, 5...
... Drain hole, 6 ... Valve body, 7 ... Connection member, 8 ... Inflow channel wall, 9 ... Rainwater introduction hole, 20. ...Valve component.
Claims (1)
に続く連通路を開閉するフロート弁3を備えるとともに
、同フロート弁3のフロート室4に連通孔2からの雨水
を導入する構造とし、フロート室4の底部に排水孔5を
設け、同排水孔5の開閉用弁体6を排水孔5のフロート
室4外方に配するとともに、同弁体6とフロート弁3の
底部とを連結部材7によって常開状態に連結し、且つ前
記開閉用弁体6と前記連結部材7からなる弁構成体20
を伸縮可能に構成したことを特徴とする蓋の雨水流入防
止構造。1 Below the communication hole 2 of the lid 1, the same communication hole 2 or the same communication hole 2
The float valve 3 is equipped with a float valve 3 that opens and closes a communication passage leading to the float chamber 4 of the float valve 3, and has a structure that introduces rainwater from the communication hole 2 into the float chamber 4 of the float valve 3. A drainage hole 5 is provided at the bottom of the float chamber 4. 5 is disposed outside the float chamber 4 of the drain hole 5, and the valve body 6 and the bottom of the float valve 3 are connected in a normally open state by a connecting member 7. A valve structure 20 consisting of a body 6 and the connecting member 7
A lid structure that prevents rainwater from flowing in, characterized by a structure that is expandable and retractable.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP55095220A JPS5920826B2 (en) | 1980-07-11 | 1980-07-11 | Rainwater inflow prevention structure on the lid |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP55095220A JPS5920826B2 (en) | 1980-07-11 | 1980-07-11 | Rainwater inflow prevention structure on the lid |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS5721633A JPS5721633A (en) | 1982-02-04 |
| JPS5920826B2 true JPS5920826B2 (en) | 1984-05-15 |
Family
ID=14131652
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP55095220A Expired JPS5920826B2 (en) | 1980-07-11 | 1980-07-11 | Rainwater inflow prevention structure on the lid |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS5920826B2 (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS62114630U (en) * | 1986-01-13 | 1987-07-21 |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112854307B (en) * | 2021-04-01 | 2022-08-09 | 扬中恒瑞金属制品有限公司 | Safe flood discharge well lid with guide locking piece |
-
1980
- 1980-07-11 JP JP55095220A patent/JPS5920826B2/en not_active Expired
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS62114630U (en) * | 1986-01-13 | 1987-07-21 |
Also Published As
| Publication number | Publication date |
|---|---|
| JPS5721633A (en) | 1982-02-04 |
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