JPS5855298B2 - Rainwater inflow prevention structure for manhole covers, etc. - Google Patents
Rainwater inflow prevention structure for manhole covers, etc.Info
- Publication number
- JPS5855298B2 JPS5855298B2 JP55096639A JP9663980A JPS5855298B2 JP S5855298 B2 JPS5855298 B2 JP S5855298B2 JP 55096639 A JP55096639 A JP 55096639A JP 9663980 A JP9663980 A JP 9663980A JP S5855298 B2 JPS5855298 B2 JP S5855298B2
- Authority
- JP
- Japan
- Prior art keywords
- rainwater
- float
- hole
- float chamber
- communication hole
- 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 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 5
- 238000012856 packing Methods 0.000 description 9
- 239000007789 gas Substances 0.000 description 8
- 239000000463 material Substances 0.000 description 5
- 239000004576 sand Substances 0.000 description 5
- 239000013049 sediment Substances 0.000 description 4
- 230000002159 abnormal effect Effects 0.000 description 3
- 238000009825 accumulation Methods 0.000 description 3
- 229920003002 synthetic resin Polymers 0.000 description 3
- 239000000057 synthetic resin Substances 0.000 description 3
- 238000001914 filtration Methods 0.000 description 2
- 239000002245 particle Substances 0.000 description 2
- 239000010865 sewage Substances 0.000 description 2
- 238000005452 bending Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000013013 elastic material Substances 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000002689 soil 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、あるいはガス用
のマンホール及び他の地下構造物に連通ずる縦穴を地表
面で閉塞する蓋を対象とし、その蓋の連通孔から雨水が
流入するのを防止し、同時に雨水と共に蓋の連通孔から
流入する土砂等が前記蓋に付随する構造部分等に付着し
、堆積するのを防止するための構造に関する。DETAILED DESCRIPTION OF THE INVENTION The present invention is directed to a lid for closing on the ground surface a vertical hole communicating with a manhole or other underground structure for water supply, sewage, electric power telecommunications, or gas. The present invention relates to a structure for preventing rainwater from flowing in from the lid, and at the same time, preventing earth and sand flowing in from the communication hole of the lid together with the rainwater from adhering to and accumulating on the structural parts attached to the lid.
マンホール等地中の縦穴内の気体を大気と連通させて有
害ガスの滞留を防止するため及びマンホール等の縦穴内
の異常圧力発生を防止するため、通常その地表面で閉塞
する蓋に数個の連通孔(ガス穴)を設けているが、その
ような蓋の連通孔からは多量の雨水が流入し、マンホー
ル等の縦穴を通って下水道管路または他の地下構造物に
流れ込み、下水の処理能力を越えたり、地下構造物を破
損せしめることがある。In order to prevent the accumulation of harmful gases by communicating the gas in underground vertical holes such as manholes with the atmosphere, and to prevent the generation of abnormal pressure in vertical holes such as manholes, several caps are installed on the lids that are normally blocked on the ground surface. A communication hole (gas hole) is provided in the lid, but a large amount of rainwater flows in through the communication hole in the lid, passes through vertical holes such as manholes, and flows into sewer pipes or other underground structures, and is not used for sewage treatment. Capacity may be exceeded or underground structures may be damaged.
そのようi欠点をなくすために蓋を完全に密閉したもの
にするとマンホール等の縦穴内気体と外気との流通がな
されず、有害ガスが滞留したり、縦穴内で異常圧が発生
する恐れがある。If the lid is completely sealed to eliminate such drawbacks, there will be no communication between the gas inside the manhole or other vertical hole and the outside air, which may cause harmful gases to stagnate or abnormal pressure to occur inside the 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4とフロート弁3とを設け、回礼からの雨
水の一部又は全部をフロート室4に導入し、フロート弁
3を導入された雨水によって上昇せしめて孔を塞ぐ蓋の
雨水流入防止構造を発明し、特願昭54−128708
号として、既に出願した。In order to solve these drawbacks and problems, the present applicant provided a float chamber 4 and a float valve 3 below the cover hole, introduced some or all of the rainwater from the circling into the float chamber 4, and installed a float chamber 4 and a float valve 3 below the cover hole. Invented a rainwater inflow prevention structure with a lid that allows the introduced rainwater to rise and close the hole, and patent application 128708/1986
The application has already been filed as a No.
本発明はフロート室内に雨水に混入した土砂がフロート
室4底部、その傾斜内壁側部や、フロート弁3の傾斜下
面部に付着してフロート室底部に設けた排水孔5又は排
水用弁体6の機能を低下せしめない様に、又はフロート
弁3の昇降を害しない様に更に改良したものである。The present invention prevents soil and sand mixed in rainwater in the float chamber from adhering to the bottom of the float chamber 4, the side of its sloped inner wall, and the sloped lower surface of the float valve 3. This has been further improved so as not to reduce the function of the float valve 3 or to prevent the float valve 3 from moving up and down.
この発明の要旨は、マンホール等の蓋1の連通孔2の下
方に同連通孔又は同連通孔に続く連通路を開閉するフロ
ート弁3及び同フロート弁を収容するフロート室4とを
設け、同連通孔から流入する雨水が前記フロート室4に
導入される構造とするとともに、同フロート室の雨水導
入口に1過用フィルターを取付けたことを特徴とするマ
ンホール等の蓋の雨水流入防止構造にある。The gist of this invention is to provide a float valve 3 for opening and closing the communication hole or a communication passage connected to the communication hole below the communication hole 2 of a cover 1 of a manhole or the like, and a float chamber 4 for housing the float valve. A structure for preventing rainwater from flowing into a cover of a manhole or the like, characterized in that rainwater flowing in through a communication hole is introduced into the float chamber 4, and a one-pass filter is attached to the rainwater inlet of the float chamber. be.
以下、実施例を図面に従って説明する。Examples will be described below with reference to the drawings.
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は同フロート室の排水孔、6はゴム等の弾性
体よりなる弁体、76キ同じくゴム弾性体よりなる連結
部材、8は合成樹脂等から底型された流入路壁、9は連
通孔2に続いて流入路壁8によって形成された雨水導入
孔、10は同雨水導入孔内壁に装着され、下端が雨水導
入孔9より突出し、しかも尖端形状とした筒状軟質パツ
キン、11はフロート室4に雨水を一部導入するための
フロート弁3の鍔、12は間隔保持突片、13は粒度の
大き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 drain hole of the float chamber, 6 is a valve body made of an elastic body such as rubber, and 76 is also made of a rubber elastic body. Reference numeral 8 indicates an inflow channel wall made of synthetic resin or the like, 9 indicates a rainwater introduction hole formed by the inflow channel wall 8 following the communication hole 2, and 10 indicates a connecting member attached to the inner wall of the rainwater introduction hole; is a cylindrical soft packing that protrudes from the rainwater introduction hole 9 and has a pointed shape, 11 is the collar of the float valve 3 for introducing a portion of rainwater into the float chamber 4, 12 is a spacing retaining protrusion, and 13 is a large particle size A filtration filter for preventing earth and sand from flowing into the float chamber, 14 is a filter fixing material, and 15 is a rainwater dripping groove for the float chamber formed in the valve body 6.
軟質パツキン10の素材は耐久性のあるゴム、その他軟
性の合成樹脂であって、その尖端がフロート弁3の上面
によって圧接されると内側又は外側に折曲し、更には圧
接すれば下部の突出部分途中から座屈するものが望まし
い。The material of the soft packing 10 is durable rubber or other soft synthetic resin, and when its tip is pressed against the upper surface of the float valve 3, it bends inwardly or outwardly, and when it is further pressed, the lower part protrudes. It is preferable that the part buckles in the middle.
沢適用フィルター13としては、細かいメツシュの金網
でも、合成樹脂製r通紙でもよく、又、これらに限定さ
れるものではない。The filter 13 may be a fine mesh wire mesh or a synthetic resin paper, and is not limited to these.
又、f適用フィルター13はフロート室4の雨水導入口
となっている全周縁にわたって、)又は、]形状等に取
付けられ、フィルター固定材14がそのフィルター13
の両端を欠落させて押え込んで接着して固定せしめてい
る。In addition, the f-applicable filter 13 is attached to the entire periphery of the float chamber 4, which is the rainwater inlet, in the shape of ) or ], and the filter fixing material 14 is attached to the filter 13.
Both ends are cut out, pressed and glued to secure.
雨水、土砂はフィルター13の両端のフィルター固定材
の欠落部から流出し、マンホール等縦穴内に流れ落ちる
(第4図参照)。Rainwater and dirt flow out from the missing parts of the filter fixing material at both ends of the filter 13 and flow down into vertical holes such as manholes (see Figure 4).
この実施例では、雨水の流入の永い通常(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、雨水導入孔9及び連通孔2と
によって空気流通路が形成されており、この空気流通路
によってマンホール等縦穴内と大気との流通を行わせ、
縦穴内の有害ガスの滞留を防止することができるととも
に、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) when rainwater flows in for a long time, the float valve 3 is in a state of sinking into the float chamber 4 due to its own weight, and the upper surface of the float valve 3 and the inlet channel wall 8
An air flow path is formed by the space formed between the rainwater introduction hole 9 and the communication hole 2, and this air flow path allows communication between the inside of a vertical hole such as a manhole and the atmosphere.
It is possible to prevent the accumulation of harmful gas within the vertical hole, and also to prevent the generation of abnormal gas pressure within the vertical hole.
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
、その裏面の傾斜面に沿ってフロート室4内に流入し、
フロート室4の排水孔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 collar 11 along the top surface of the float valve 3, and flows into the float chamber 4 along the sloped surface on the back surface. ,
It will flow out from the drain hole 5 of the float chamber 4.
フロート室4に導入される雨水が濾過用フィルター13
を通過する際比較的粒度の荒い土砂は)形状フィルター
13の傾斜面上に残され、直ちにフロート弁3の上面に
沿って流れる雨水の水流によって押し流され、)形状フ
ィルターの傾斜面に堆積されることはない、又フィルタ
ー13を通過した極微粒状の砂粒は雨水とともに大部分
排水孔5より排出され、フロート室4内に堆積する程の
ものとはならな−。Rainwater introduced into the float chamber 4 is filtered through a filter 13.
When passing through the float valve 3, the relatively coarse-grained earth and sand are left on the slope of the shape filter 13, are immediately washed away by the stream of rainwater flowing along the top surface of the float valve 3, and are deposited on the slope of the shape filter 13. Most of the extremely fine sand particles that have passed through the filter 13 are discharged from the drain hole 5 together with rainwater, and do not accumulate in 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々ればフロート室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、まずゴム等
の弾性体の弁体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 is larger than the amount of water discharged from the drain hole 5, the water level in the float chamber 4 rises, and the float valve 3 rises due to its buoyancy. The valve body 6 closes the lower opening of the drain hole 5.
この段階で雨水が雨水導入孔9より流入し続ければ、フ
ロート弁3は更に上昇を続け、ついに同フロート弁3の
上面が軟質パツキン10の尖端部を押圧し、その尖端部
を内側又は外側に折曲させる。If rainwater continues to flow in from the rainwater introduction hole 9 at this stage, the float valve 3 will continue to rise further, and the upper surface of the float valve 3 will finally press the tip of the soft packing 10, pushing the tip inward or outward. Make it bend.
それによって軟質パツキン10の尖端部とフロート弁3
上面との水密性を高める。As a result, the tip of the soft packing 10 and the float valve 3
Increase watertightness with the top surface.
同時にフロート弁3の上面に付着して堆積した土砂層に
軟質パツキン10の尖端部が割り込まれ、しかも折曲す
ることによってその土砂層を分断し、あるいは滑らせて
雨水とともに流出せしめることを容易ならしめている。At the same time, the tip of the soft packing 10 is inserted into the layer of sediment that has adhered to and accumulated on the top surface of the float valve 3, and by bending it, it can easily divide the layer of sediment or cause it to slide, allowing it to flow out together with rainwater. It's tight.
又連通孔2が複数個存在する場合にかいて、フロート弁
3が全ての連通路の雨水導入孔9の下端開口部を同時に
水密状に閉鎖することは製作精度、組立誤差からしてき
わめて厳しいが、その開口部周縁の圧接部分を尖端形状
の軟質パツキン10とすることで軟質パツキン10が折
曲、座屈してすべての軟質パツキン10の下端開口部を
同時に閉鎖することを可能としている。Furthermore, when there are multiple communication holes 2, it is extremely difficult for the float valve 3 to simultaneously close the lower end openings of the rainwater introduction holes 9 of all the communication paths in a watertight manner due to manufacturing accuracy and assembly errors. However, by forming the tip-shaped soft packing 10 into the press-contact portion around the opening, the soft packing 10 is bent and buckled, thereby making it possible to close the lower end openings of all the soft packings 10 at the same time.
なか、実施例の弁体6の連結部材7はゴム等の弾性素材
でなくしかもスプリングであってもよく、あるいはフロ
ート室4の底部に載置したボール弁の如きであってもよ
く、又はこの様な弁体6を必要とせず、適当な径の排水
孔5を穿設するだけでもよい。Among these, the connecting member 7 of the valve body 6 in the embodiment may be made of a spring instead of an elastic material such as rubber, or may be a ball valve placed on the bottom of the float chamber 4, or may be a ball valve placed on the bottom of the float chamber 4. There is no need for a valve body 6 of any kind, and it is sufficient to simply drill a drainage hole 5 of an appropriate diameter.
以上の様に本発明によれば前記特徴の構成としたことに
よって、
(i) 晴天又は雨水流入のiい場合は連通孔2を介
し、蓋下方の縦穴は大気と連通し、縦穴の空気流通を可
能として縦穴内に滞留する有害ガスを排出せしめるとと
もに、縦穴内に発生する気体異常圧を解放せしめ、
(11)雨水の流入が始まればフロート弁3が自動的に
作動して連通孔2を閉塞し、雨水の流入を防ぎ、
(li[) Lかもフロート室4の雨水導入口に沢適
用フィルター13が取付けであるので、フロート室内で
の土砂の堆積が永くなり、土砂がフロート弁3の昇降を
阻害したり、又フロート室4の排水孔5、雨水滴下溝1
50機能を失なわせることを防いでいる。As described above, according to the present invention, by adopting the configuration having the above-mentioned characteristics, (i) In the case of clear weather or rainwater inflow, the vertical hole under the lid communicates with the atmosphere through the communication hole 2, and the air circulation in the vertical hole is improved. (11) When rainwater starts flowing in, the float valve 3 automatically operates to open the communication hole 2. Since the stream application filter 13 is installed at the rainwater inlet of the float chamber 4, the accumulation of sediment in the float chamber becomes longer, and the sediment is trapped in the float valve 3. It may obstruct the movement of the float, or the drain hole 5 of the float chamber 4, the rainwater dripping groove 1.
This prevents the loss of 50 functions.
という優れた効果を得ることができる。This excellent effect can be obtained.
第1図は本発明マンホール等の蓋の雨水流入防止構造の
実施例を示す縦断面図、第2図は同実施例の流入路壁を
示す平面図、第3図は第1図I−■線における横断面図
、第4図は要部を示す説明図である。
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、10:軟質パツキン、13:濾過用
フィルター、14:フィルター固定材。Fig. 1 is a longitudinal sectional view showing an embodiment of the structure for preventing rainwater inflow of a manhole cover according to the present invention, Fig. 2 is a plan view showing an inflow channel wall of the same embodiment, and Fig. 3 is Fig. 1-1. A cross-sectional view along the line, FIG. 4 is an explanatory view showing the main parts. 1: Lid, 2: Communication hole, 3: Float valve, 4: Float chamber, 5: Drain hole, 6: Valve body, 7: Connecting member, 8: Inflow channel wall, 9: Rainwater introduction hole, 10: Soft packing , 13: Filter for filtration, 14: Filter fixing material.
Claims (1)
は同連通孔に続く連通路を開閉するフロート弁3及び同
フロート弁を収容するフロート室4とを設け、同連通孔
から流入する雨水が前記フロート室4に導入される構造
とするとともに、同フロート室の雨水導入口に1過用フ
ィルター13を取付けたことを特徴とするマンホール等
の蓋の雨水流入防止構造。1. A float valve 3 for opening and closing the communication hole or a communication passage connected to the communication hole and a float chamber 4 for housing the float valve are provided below the communication hole 2 of the cover 1 of the manhole, etc., and water flows through the communication hole. A structure for preventing rainwater from flowing into a cover of a manhole or the like, characterized in that rainwater is introduced into the float chamber 4, and a one-pass filter 13 is attached to the rainwater inlet of the float chamber.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP55096639A JPS5855298B2 (en) | 1980-07-14 | 1980-07-14 | Rainwater inflow prevention structure for manhole covers, etc. |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP55096639A JPS5855298B2 (en) | 1980-07-14 | 1980-07-14 | Rainwater inflow prevention structure for manhole covers, etc. |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS5721634A JPS5721634A (en) | 1982-02-04 |
| JPS5855298B2 true JPS5855298B2 (en) | 1983-12-09 |
Family
ID=14170393
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP55096639A Expired JPS5855298B2 (en) | 1980-07-14 | 1980-07-14 | Rainwater inflow prevention structure for manhole covers, etc. |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS5855298B2 (en) |
Families Citing this family (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0751878B2 (en) * | 1986-03-27 | 1995-06-05 | 株式会社ハアーモニー | Frontage switch for shutters, blinds, etc. with safety stop function |
| JP2845427B2 (en) * | 1986-10-09 | 1999-01-13 | 自動車電機工業 株式会社 | Window opener |
| JPH0635571U (en) * | 1992-10-14 | 1994-05-13 | 株式会社小糸製作所 | Power window device with safety device |
| JP2823538B2 (en) * | 1995-11-27 | 1998-11-11 | 自動車電機工業株式会社 | Window opener |
| JP2823541B2 (en) * | 1995-12-26 | 1998-11-11 | 自動車電機工業株式会社 | Window opener |
| JP2823540B2 (en) * | 1995-12-26 | 1998-11-11 | 自動車電機工業株式会社 | Window opener |
| US6986226B2 (en) * | 2001-09-07 | 2006-01-17 | Strike Tool | Manhole water seal-cap/diverter |
| AT413566B (en) * | 2004-09-03 | 2006-03-15 | Posch Paul | CLOSURE FOR A DEPARTURE BOAT, IN PARTICULAR A ROAD CHANNELIZATION |
| KR100845570B1 (en) | 2007-04-05 | 2008-07-11 | 송인진 | Manhole cover for rainwater prevention |
-
1980
- 1980-07-14 JP JP55096639A patent/JPS5855298B2/en not_active Expired
Also Published As
| Publication number | Publication date |
|---|---|
| JPS5721634A (en) | 1982-02-04 |
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