JPS60215928A - Preventor for inflow of rain water for cover of underground structure - Google Patents

Preventor for inflow of rain water for cover of underground structure

Info

Publication number
JPS60215928A
JPS60215928A JP59072393A JP7239384A JPS60215928A JP S60215928 A JPS60215928 A JP S60215928A JP 59072393 A JP59072393 A JP 59072393A JP 7239384 A JP7239384 A JP 7239384A JP S60215928 A JPS60215928 A JP S60215928A
Authority
JP
Japan
Prior art keywords
valve
hole
water
opening
underground structure
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.)
Granted
Application number
JP59072393A
Other languages
Japanese (ja)
Other versions
JPH0226020B2 (en
Inventor
Tomohiro Ihara
伊原 友浩
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
NISSHO KOSAN KK
Original Assignee
NISSHO KOSAN KK
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 NISSHO KOSAN KK filed Critical NISSHO KOSAN KK
Priority to JP59072393A priority Critical patent/JPS60215928A/en
Publication of JPS60215928A publication Critical patent/JPS60215928A/en
Publication of JPH0226020B2 publication Critical patent/JPH0226020B2/ja
Granted legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D29/00Independent underground or underwater structures; Retaining walls
    • E02D29/12Manhole shafts; Other inspection or access chambers; Accessories therefor
    • E02D29/14Covers for manholes or the like; Frames for covers

Landscapes

  • Engineering & Computer Science (AREA)
  • Environmental & Geological Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Underground Structures, Protecting, Testing And Restoring Foundations (AREA)

Abstract

PURPOSE:To permit the ventilation of air all the time while preventing the intrusion of rain water into an underground structure during the abnormally heavy rain period by a method in which a rain intrusion preventing valve is provided to the back side of a cover with a through hole, and the valve is designed to be closed by the weight of a rain water absorptive material during the rain period but to be opened during the usual period. CONSTITUTION:A through hole 4 is provided in the cover 1 of an underground structure such as a manhole, etc., and a rain water intrusion preventing valve A is provided to the back side of the cover 1. The valve A consists of a case, a valve shaft 18, a valve body 19, a spring 17 to physically energize the body 19, and a water absorptive material 22. The valve case has an opening 13 connecting the hole 4 with the inside of the underground structure, and the valve shaft 18 is inserted into the opening 13 in a vertically movable manner. The valve body 19 is attached to the upside of the shaft 18, and the water absorptive material 22 is integrally connected with the lower part of the shaft 18 and plural through holes 23 are vertically provided in the material 22. The intrusion of rain water into the underground structure during the abnormally heavy rain period can thus be exactly prevented.

Description

【発明の詳細な説明】 〔産業上の利用分野〕 本発明は、マンホール等を閉塞する地下構造物用蓋の雨
水流入防止装置に関する。
DETAILED DESCRIPTION OF THE INVENTION [Field of Industrial Application] The present invention relates to a rainwater inflow prevention device for a cover for an underground structure that closes a manhole or the like.

〔従来技術、及びその問題点〕[Prior art and its problems]

従来、マンホール蓋等における雨水流入防止装置として
特公昭513−15569号公報に記載されたものがあ
る。これは第1図に示すように、地下構造物内での異常
昇圧を防止するために、蓋体(100)に連通孔(10
1)を貫設し、降雨時等に雨水がこの連通孔(101)
から地下構造物内に流下することを防ぐことができるよ
うにフロート弁(102)を配置したものである。
Conventionally, there is a device described in Japanese Patent Publication No. 513-15569 as a rainwater inflow prevention device for a manhole cover or the like. As shown in Fig. 1, this is done through a communication hole (10
1) is installed through the hole (101), and rainwater flows through this hole (101) when it rains.
A float valve (102) is arranged to prevent water from flowing down into the underground structure.

フロート弁(102)は蓋体(100)裏面に連結され
た取付受板(103)に支持されかつ下端に孔(104
a)を開設したフロート室(104)内に収容され、取
付受板(103)には雨水及び土砂排出用窓(105)
を開設している。フロート弁(102)の下端には(頃
斜面(106)を有するボール弁収容室・(107)を
凹設しており、同室内にポール弁(108)を装着して
いる。またボール弁(108)装着位置に対応する取付
受板(103)には孔(104a)に対向して排水孔(
109)が開設されている。
The float valve (102) is supported by a mounting plate (103) connected to the back surface of the lid (100) and has a hole (104) at its lower end.
a) is housed in the float chamber (104), and the mounting plate (103) has a window (105) for draining rainwater and sediment.
has been established. The lower end of the float valve (102) is recessed with a ball valve storage chamber (107) having a sloped surface (106), and a pole valve (108) is installed in the same chamber. 108) The mounting plate (103) corresponding to the mounting position has a drainage hole (
109) has been established.

上記構成において、通常時はフロート弁(102’)は
その自重により下降して連通孔(101)により蓋外と
蓋体(100)内を通気可能状態に維持し、かつ、縦穴
内から有害ガスを放出し、さらには、異常揚圧を防止す
るようにしている。
In the above configuration, under normal conditions, the float valve (102') descends due to its own weight to maintain ventilation between the outside of the lid and the inside of the lid (100) through the communication hole (101), and to release harmful gases from inside the vertical hole. is released, and furthermore, abnormal lift pressure is prevented.

一方、降雨時には雨水が連通孔(101)からフロート
室(’104 )内に流入し、この流入水は孔(104
a)を通って排水孔(109)から排出される。
On the other hand, during rainfall, rainwater flows into the float chamber ('104) from the communication hole (101), and this inflow water flows through the hole (104).
a) and is discharged from the drainage hole (109).

しかし流入量が孔(104a)からの流出量より大とな
ると、フロート弁(102)が上昇し、ボール弁(10
8)はボール弁収容室(107)内の傾斜面(106)
による係止力を解除され、同ボール弁(108)が孔(
104a)方向へ移動して開孔(104a)を閉塞する
。この状態でフロート弁(102)は急速上昇し、フロ
ート弁(102)の傾斜壁(102a)が連通孔(10
1)に連絡する開口(101a)を閉塞して雨水の流入
を防ぐことができるようになっている。
However, when the inflow becomes larger than the outflow from the hole (104a), the float valve (102) rises and the ball valve (10
8) is the inclined surface (106) in the ball valve accommodation chamber (107)
The locking force caused by
104a) to close the opening (104a). In this state, the float valve (102) rises rapidly, and the inclined wall (102a) of the float valve (102)
1) can be closed to prevent rainwater from flowing in.

しかし、フロート弁(102)の体積は一定であるから
フロート室(104)内の溜水により作用する浮力には
上限がある。洪水時等には水面レベルが蓋体(100)
より上方に位置するので水位が高くなるにつれて、フロ
ート弁(102)は増水による水圧に基いて下向きの力
を受ける。そして、この下向きの作用力がフロート弁(
102)の受ける浮力より大きくなった場合には、フロ
ート弁(102)は下降して開口(101a)を閉塞で
きなくなるという問題がある。
However, since the volume of the float valve (102) is constant, there is an upper limit to the buoyant force exerted by the accumulated water in the float chamber (104). During floods, the water level is lower than the lid (100)
Since the float valve (102) is located higher up, as the water level rises, the float valve (102) receives a downward force based on the water pressure caused by the increase in water. This downward force acts on the float valve (
If the buoyancy force is greater than the buoyancy force exerted by the float valve (102), there is a problem in that the float valve (102) is unable to descend and close the opening (101a).

〔発明の目的〕[Purpose of the invention]

本発明の目的は、以上のような欠点を解消しようとする
もので、異常降雨時のような多量の雨水の流入を確実に
防止できる装置を提供することにある。
An object of the present invention is to eliminate the above-mentioned drawbacks, and to provide a device that can reliably prevent large amounts of rainwater from flowing in during abnormal rainfall.

〔発明の構成〕[Structure of the invention]

本発明の構成は蓋体(11に通孔(4)を貫設するとと
もに同蓋体裏面に雨水流入防止弁(A)を設けてなり、
同雨水流入防止弁(A)は、蓋体(11裏面に取付りら
れ上記通孔(4)と地下構造物内とを連通させる開口(
13)を有した弁ケース00)と、同弁ケース(10)
に昇降可能に支持され上記開口(13)を挿通する弁軸
(18)を、上記開口(13)の上位に位置して上記弁
軸(18)に取付けられ同開口(13)の周縁部に接離
する弁体(19)と、同弁軸(18)を開弁方向に付勢
するスプリング(17)と、開口(13)の下位側に位
置して弁軸(18)に一体連結した吸水体(22)とを
有し、同吸水体(22)は上下方向に複数の孔(23)
を貫設してなるものである。
The structure of the present invention is that a through hole (4) is provided through the lid (11) and a rainwater inflow prevention valve (A) is provided on the back surface of the lid.
The rainwater inflow prevention valve (A) is an opening (A) attached to the back of the lid (11) that communicates the through hole (4) with the inside of the underground structure.
13) with valve case 00) and the same valve case (10)
A valve shaft (18) is supported so as to be movable up and down and inserted through the opening (13). A valve body (19) that approaches and separates, a spring (17) that biases the valve shaft (18) in the valve opening direction, and a spring (17) located on the lower side of the opening (13) and integrally connected to the valve shaft (18). The water absorbent body (22) has a plurality of holes (23) in the vertical direction.
It is constructed by penetrating the

〔実施例〕〔Example〕

以下、図面に示す実施例に基いて本発明を説明する。 The present invention will be described below based on embodiments shown in the drawings.

第2図と第3図は地下構造物用蓋としてlL用されてい
るマンホール用蓋の表面平面図と裏面平面図である。図
中、(11は直径方向に対向して蝶番装着部(2)及び
パール穴(3)を各々形成した蓋体であり、同心円上の
4位置にマンホール縦穴内と外部を連通させる通孔(4
)を貫設している。
FIGS. 2 and 3 are a front and back plan view of a manhole cover used as a cover for underground structures. In the figure, (11 is a lid body in which a hinge mounting part (2) and a pearl hole (3) are formed facing each other in the diametrical direction, and through holes (11) are located at four positions on a concentric circle to communicate the inside of the manhole vertical hole with the outside. 4
) is installed throughout.

第4図は第2図の1−1線矢視による拡大断面図で、蓋
体(11裏面に垂下された補強リブ(5)に連続する筒
状壁(6)が形成され、内部を略円筒状の弁室(7)と
している。同弁室(7)は下端が開口しており、筒状壁
(6)には通気口(8)、及び後述する弁ケース装着用
の装着口(9)を各々開設している。
FIG. 4 is an enlarged sectional view taken along the line 1-1 in FIG. The valve chamber (7) has a cylindrical shape. The lower end of the valve chamber (7) is open, and the cylindrical wall (6) has a vent hole (8) and a mounting hole (to be described later) for mounting the valve case. 9) respectively.

通孔(4)は同心円上に形成される3個の劣弧状に分割
されており、中央部(4a)と接続部(4b)とを有し
ている。
The through hole (4) is divided into three sub-arc shapes formed on a concentric circle, and has a central portion (4a) and a connecting portion (4b).

第5図は弁ケース00)を弁室(7)内に装着して雨水
流入防止弁(A)とした時の断面図、第6図は、同防止
弁(A)の各構成要素を分解して示す斜視図である。
Figure 5 is a sectional view when the valve case 00) is installed in the valve chamber (7) to form a rainwater inflow prevention valve (A), and Figure 6 is an exploded view of each component of the prevention valve (A). FIG.

弁ケース00)は弾性を有する合成樹脂製で、上部側に
上下両端が開口する筒部(11)を有し、同筒部(11
)から下方に伸延する3本の脚部(12)を形成してい
る。筒部(11)内は下端側が縮径する急傾斜のすり林
状断面をなし下端の開口(13)によりマンボール内外
を連通させ、すり鉢状面を後述する弁体用の弁座(14
)としている。脚部(12)の下端には半径方向に伸延
しかつその伸延端から下方に屈曲する形状の係合片(1
5)が形成され、弁室(7)内に装着する際にこの保合
片(I5)が装着口(9)内に嵌入されるとともに装着
口(9)の下縁(9a)に係合して固定することが可能
である。
The valve case 00) is made of elastic synthetic resin, and has a cylindrical part (11) with openings at both upper and lower ends on the upper side.
) forming three legs (12) extending downwardly. The inside of the cylindrical part (11) has a steeply sloped forest-like cross section with a diameter decreasing at the lower end, and an opening (13) at the lower end allows communication between the inside and outside of the man-ball, and the mortar-shaped surface is a valve seat (14) for a valve body (described later).
). The lower end of the leg (12) has an engagement piece (1) extending in the radial direction and bent downward from the extended end.
5) is formed, and when installed in the valve chamber (7), this retaining piece (I5) is inserted into the installation port (9) and engaged with the lower edge (9a) of the installation port (9). It is possible to fix the

(16)は筒部(]1)に凹設された凹部(lla)に
基端を固着され、弁軸等を吊下するための吊下フレーム
で、同吊下フレーム(16)には引張りスプリング(1
7)が垂下連結される。(18)は開口(13)を挿通
ずる弁軸で、上端において弁体を構成するシリコンゴム
等の合成ゴム製パンキン(19)をナツト(20)によ
り支持板(21)の螺杆(21a)に固着している。こ
の支持板(21)はスプリング(17)に掛止され、弁
軸(18)は吊下フレーム(16)に昇降可能に連設さ
れる。弁軸(18)は3本の支柱(18a)と下端のフ
ランジ部(18b)とから構成され、フランジ部(18
b)には切欠開口(18c)を設けている。
(16) is a suspension frame whose base end is fixed to a recess (lla) formed in the cylindrical part (]1) for suspending a valve stem, etc., and the suspension frame (16) has a tension Spring (1
7) are connected in a hanging manner. (18) is a valve shaft that is inserted through the opening (13), and a synthetic rubber pankin (19) such as silicone rubber that constitutes the valve body is attached to the screw rod (21a) of the support plate (21) with a nut (20) at the upper end. It's stuck. This support plate (21) is hung by a spring (17), and the valve shaft (18) is connected to the suspension frame (16) so as to be movable up and down. The valve stem (18) is composed of three struts (18a) and a flange portion (18b) at the lower end.
b) is provided with a cutout opening (18c).

さらに、(22)は水を含浸可能なスポンジ状合成樹脂
吸水体で、本例ではポリビニルアルコール樹脂を素材に
して環状に形成され、3本の支柱(18a)に外挿され
為とともにフランジ部(18b)上に載置されて、弁軸
(18)と一体化される。この吸水体(22)には上下
方向に多数の孔(23)が貫設され、吸水体(22)の
表面積を大きくして含浸した水分の蒸発を促進可能とな
している。
Furthermore, (22) is a sponge-like synthetic resin water absorbent that can be impregnated with water. In this example, it is made of polyvinyl alcohol resin and is formed into an annular shape. 18b) and integrated with the valve stem (18). This water absorbent body (22) has a large number of holes (23) vertically extending through it to increase the surface area of the water absorbent body (22) and promote evaporation of impregnated water.

また、(24)は弁室(7ンの下端に着脱自在に取付け
られる合成樹脂製等のカバーで、前面に多数の通孔(2
5)を開設している。
In addition, (24) is a cover made of synthetic resin etc. that is removably attached to the lower end of the valve chamber (7), and has a large number of through holes (2
5) has been established.

上記構成要素を弁室(7)内に取付けるには、弁ケース
011)を弁室(7)の下端側から挿入し、弾性変形を
利用して脚部(12)の係合片(15)を装着口(9)
内に嵌入することにより、弁ケース00)はその下端が
係止されて固定できる。尚、第5図において、(26)
は弁ケースGO)上端外周に位置して設けられるシール
材で、本例では水を含浸することによって膨張する発泡
性樹脂を素材としている。従って、弁ケースα0)装着
後に、このシール材(26)が水を含むと膨張するとと
もに弁室(7)内壁に接着される状態となり、弁ケース
00)が固定されるとともに、通孔(4)から弁室(7
)内壁を伝って流入しようとする雨水を遮断することが
できる。
To install the above components into the valve chamber (7), insert the valve case 011) from the lower end side of the valve chamber (7), and use elastic deformation to attach the engaging piece (15) of the leg (12). Attachment port (9)
By fitting into the valve case 00), the lower end of the valve case 00) can be locked and fixed. In addition, in Fig. 5, (26)
is a sealing material located on the outer periphery of the upper end of the valve case (GO), and in this example is made of a foamable resin that expands when impregnated with water. Therefore, after the valve case α0) is installed, this sealing material (26) expands when it contains water and becomes adhered to the inner wall of the valve chamber (7), fixing the valve case 00) and fixing the through hole (4). ) to the valve chamber (7
) Rainwater that tries to flow in through the inner walls can be blocked.

以上により、蓋体(1)裏面に雨水流入防止弁(A>が
形成され、通常時は第5図に示すような状態、即ちパツ
キン(19)が弁座面(14)から解離してマンホール
内外は通孔(4)及び雨水流入防止弁(A)の開口(1
3)と弁軸(18)の3本支柱(18a)間に形成され
る空間とにより連通している。スプリング(17)はそ
の引張り力によって弁軸り18)や吸水体(22)等の
要素を支持するもので、吸水体(22)が水を含浸して
いない状態では弁軸(18)を上昇させて図示の開弁状
態を維持可能なハネ定数としておく。
As a result of the above, a rainwater inflow prevention valve (A>) is formed on the back surface of the lid body (1), and under normal conditions it is in the state shown in Figure 5, that is, the packing (19) is separated from the valve seat surface (14) and the manhole is closed. Inside and outside are the through hole (4) and the opening (1) of the rainwater inflow prevention valve (A).
3) and a space formed between the three pillars (18a) of the valve stem (18). The spring (17) supports elements such as the valve stem 18) and the water absorbing body (22) by its tensile force, and when the water absorbing body (22) is not impregnated with water, it lifts the valve stem (18). The spring constant is set such that the valve can maintain the open state shown in the figure.

同第5図において、外界とマンボール内とば連通してい
るから、大気とマンボール内との空気の流通を行わせ且
つマンボール内部で発生ずる有害ガス等を外部に放出で
き、又マンポール内水位上昇による空気等の流体の異常
昇圧を防止できる。
In Figure 5, since the inside of the man-ball is in communication with the outside world, air can circulate between the atmosphere and the inside of the man-ball, and harmful gases generated inside the man-ball can be released to the outside. Abnormal pressure rise of fluid such as air due to rise in the water level inside the pole can be prevented.

一方、降雨時には通孔(4)から雨水が弁室(7)内に
流入し、開弁している雨水流入防止弁(A)の開口(1
3)からマンホール内へ流下するが、その際流下水によ
り吸水体(22)は雨水を含浸し、この含浸量だけ吸水
体〈22)重量が通常時より増加する。ここで前記のス
プリング(17)のバネ定数条件に加え、水含浸による
吸水体(22)の重量がある臨界点を越えた場合にはス
プリング(17)が伸び始めるようなバネ定数とすれば
、重量増加によって弁軸(18)が下降する。これによ
り、第5図の一点鎖線で示すようにパツキン(19)が
筒部(If)内の弁座面(14)に着座して雨水流入防
止弁(A)は閉弁し、マンボール内への流入を防ぐこと
ができる。
On the other hand, during rain, rainwater flows into the valve chamber (7) from the through hole (4), and the opening (1) of the rainwater inflow prevention valve (A) which is open.
3) flows down into the manhole, but at this time, the water absorbent body (22) is impregnated with rainwater by the flowing sewage, and the weight of the water absorbent body (22) increases by the amount of impregnation compared to normal. In addition to the spring constant condition of the spring (17) mentioned above, if the spring constant is such that the spring (17) starts to expand when the weight of the water absorbent body (22) due to water impregnation exceeds a certain critical point, then The valve stem (18) descends due to the increased weight. As a result, the gasket (19) is seated on the valve seat surface (14) in the cylindrical portion (If), and the rainwater inflow prevention valve (A) is closed, as shown by the dashed line in FIG. It is possible to prevent the influx of

尚、蓋体(1)が水没して水圧が負荷されたとしても、
この水圧は閉弁方向に作用するので開弁することはなく
、雨水の流入を完全に防止できる。
In addition, even if the lid body (1) is submerged in water and water pressure is applied,
Since this water pressure acts in the direction of closing the valve, the valve will not open, completely preventing rainwater from entering.

次に、降雨中断又は停止ずれば吸水体(22)に含浸さ
れた水分は外気によって乾燥排除され、同吸水体(22
)重量が通常時のものとなって軽くなり、スプリング(
17)の復元力によって弁軸(18)が上昇して開弁し
、通孔(4)及び開口(13)により通気を行なうこと
ができる。
Next, if the rain is interrupted or stopped, the moisture impregnated in the water absorbent body (22) is dried and removed by the outside air, and the water absorbent body (22) is dried and removed.
) The weight becomes lighter than normal, and the spring (
The restoring force of 17) causes the valve stem (18) to rise and open the valve, allowing ventilation to occur through the through hole (4) and opening (13).

このように、吸水体(22)の水分含浸及び乾燥排出に
よる吸水体(22)重量変化に応じて、弁軸(18)が
昇降し雨水流入防止弁(A)の開閉を自動的に行なうこ
とができる。そして、本発明における吸水体(22)に
は多数の孔(23)を言設して同吸水体(22)の表面
積を大きくなしているので、水分含浸及び乾燥排出に要
する時間を短縮でき、外界の変化に対する連応性を向上
させることができる。従って、地下構造物内及び処理施
設の下水処理能力の負担を軽減することができる。
In this way, the valve shaft (18) moves up and down in response to changes in the weight of the water absorber (22) due to moisture impregnation and dry discharge of the water absorber (22), thereby automatically opening and closing the rainwater inflow prevention valve (A). I can do it. In addition, since the water absorbent body (22) in the present invention has a large number of holes (23) to increase the surface area of the water absorbent body (22), the time required for moisture impregnation and drying and drainage can be shortened. It is possible to improve responsiveness to changes in the external world. Therefore, it is possible to reduce the burden on the sewage treatment capacity within the underground structure and at the treatment facility.

なお、弁ケース0Φの筒部(11)内はすり林状の急な
傾斜面となっているので、通孔(4)から浸入する土砂
等は開口(13)から容易に排出され、雨水流入防止弁
(A)が目詰りするようなことはなく、常に良好な機能
を果し得、保守点検頻度も低くすることができる。
Furthermore, since the inside of the cylindrical part (11) of the valve case 0Φ has a steep slope like a forest, dirt, etc. that enter through the through hole (4) can be easily discharged from the opening (13), and rainwater can flow in. The prevention valve (A) does not become clogged and always functions well, and the frequency of maintenance and inspection can be reduced.

第7図は雨水流入防止弁(A>の他の例を示す断面図で
、本例は弁ケース0ff)及びカバー(24)の構成を
前例のものと異にしたものである。
FIG. 7 is a sectional view showing another example of the rainwater inflow prevention valve (A>), in which the structure of the valve case 0ff and cover (24) is different from the previous example.

第8図は、弁ケースαψの斜視図で前例の脚部(12)
に相当する3本の取付脚片(50)を下方に伸延させる
とともに、各取付脚片(50)間に分割された垂下壁(
51)を形成し、この垂下壁(51)には縦方向に複数
のスリット(52)を開設している。取付脚片(50)
の下端には外方へ突出する膨山部(53)が形成され、
前例における係合片(15)と同様に筒状壁(6)の装
着口(9)内に弾性変形を利用して嵌入装着することが
できる。
Figure 8 is a perspective view of the valve case αψ and the leg part (12) of the previous example.
While extending downward the three mounting leg pieces (50) corresponding to , a hanging wall (
51), and a plurality of slits (52) are opened in the vertical direction in this hanging wall (51). Mounting leg piece (50)
A swelling part (53) protruding outward is formed at the lower end of the
Like the engaging piece (15) in the previous example, it can be fitted into the mounting opening (9) of the cylindrical wall (6) by utilizing elastic deformation.

カバー(24)は本例では弁ケース(101の下端に接
着剤により固定されるもので、同弁ケース(101とカ
バー(24)内に弁構成要素を内封した弁ユニットとす
ることができ、筒状壁(6)内への装着が容易となる。
In this example, the cover (24) is fixed to the lower end of the valve case (101) with adhesive, and can be used as a valve unit in which valve components are enclosed within the valve case (101) and the cover (24). , it can be easily installed into the cylindrical wall (6).

尚、他の構成は前例と全く同様であるが、本例では垂下
壁(51)を設けているので、装着口(9)から弁構成
要素が露呈せず、異物等の侵入を防止でき常時円滑な作
動を行なわせることができる。尚、スリット(52)を
開設しているので開弁時の通気も支障なく行なうことが
できる。
The other configuration is exactly the same as the previous example, but in this example, a hanging wall (51) is provided, so the valve components are not exposed from the mounting port (9), and the intrusion of foreign objects can be prevented. This allows for smooth operation. Furthermore, since the slit (52) is provided, ventilation can be carried out without any problem when the valve is opened.

以上の実施例ではマンホール蓋に関して説明したが、そ
の他の地下構造物用蓋に本発明が適用され得ることは言
うまでもない。
Although the above embodiments have been described with respect to manhole covers, it goes without saying that the present invention can be applied to covers for other underground structures.

〔効果〕〔effect〕

本発明の効果を列挙すると下記の通りである。 The effects of the present invention are listed below.

1) 雨水の流入時には吸水体の重量増加によって自動
的に閉弁することができ、地下構造物内への多量の水の
流入を防ぐことができるので、同地下構造物及び処理施
設の下水処理能力の負担を軽減することができる。
1) When rainwater flows in, the valve can be automatically closed due to the increased weight of the water absorption body, preventing large amounts of water from flowing into underground structures, thereby improving sewage treatment in underground structures and treatment facilities. The burden on ability can be reduced.

(2) 蓋体上面に溜水して水圧が負荷されてもこの水
圧は雨水流入防止弁に対して閉弁方向に作用するので開
弁することはなく、確実に雨水流入を防止できる。
(2) Even if water accumulates on the top surface of the lid and water pressure is applied, this water pressure acts on the rainwater inflow prevention valve in the direction of closing the valve, so the valve will not open, and rainwater inflow can be reliably prevented.

(3) 吸水体による重量の増減に基いて弁体が昇降す
るので外気と地下構造物内との連通、非連通を自動的に
行なうことができる。
(3) Since the valve body moves up and down based on the increase/decrease in weight due to the water absorbing body, communication between the outside air and the inside of the underground structure can be automatically established and disconnected.

(4) 雨が止んだ後は、吸水体の乾燥により弁体が自
動的に元の位置に復元して、外界と地下構造物内とが通
気可能となり、さらに地下構造物内の空気等の圧縮され
た流体を外界に排出することができる。
(4) After the rain has stopped, the valve body will automatically return to its original position as the water absorbent dries, allowing ventilation between the outside world and the inside of the underground structure, and further reducing air, etc. inside the underground structure. The compressed fluid can be discharged to the outside world.

(5) 吸水体は複数の孔を有して表面積を太き(して
いるので、雨水の含浸及び乾燥排出が迅速に行なえ、外
界の変化に即応して弁体の開閉を行なうことができる。
(5) The water absorbing body has multiple holes and a large surface area, so rainwater can be impregnated and dried quickly, and the valve body can be opened and closed in response to changes in the outside world. .

(6)弁ケースの筒部内はすり林状の急な傾斜面をなし
、且つその下部開口は蓋上の通孔よりも広くなっている
ので、蓋上の通孔より浸入する土砂等は全て地下構造物
内へ排出可能となる。
(6) The inside of the cylindrical part of the valve case has a steep slope like a forest, and the opening at the bottom is wider than the hole on the lid, so all the dirt, etc. that enters through the hole on the lid will be removed. It can be discharged into underground structures.

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

第1図は従来の雨水流入防止装置の要部断面図、第2図
はマンホール蓋の表面平面図、第3図は同裏面平面図、
第4図は第2図のI−I線矢視による断面図、第5図は
雨水流入防止弁を示す断面図、第6図は同防止弁の各構
成要素を示す分解斜視図、第7図は雨水流入防止弁の他
の構成を示す断面図、第8図は同第7図における弁ケー
スの斜視図である。 111 M体 (4)通孔 α〔弁ケース (13)開口 (17)スプリング (18)弁軸 (19)パツキン(弁体) (22)吸水体(23)孔
 (A)雨水流入防止弁 特許出願人 日昭興産株式会社 代理人 手掘 益(ほか1名) 第3図 r 第5図 ZOii!!5
Fig. 1 is a sectional view of the main parts of a conventional rainwater inflow prevention device, Fig. 2 is a top view of the manhole cover, and Fig. 3 is a back plan view of the manhole cover.
4 is a sectional view taken along the line I-I in FIG. 2, FIG. 5 is a sectional view showing the rainwater inflow prevention valve, FIG. 6 is an exploded perspective view showing each component of the prevention valve, and This figure is a sectional view showing another structure of the rainwater inflow prevention valve, and FIG. 8 is a perspective view of the valve case in FIG. 7. 111 M body (4) Through hole α [valve case (13) Opening (17) Spring (18) Valve shaft (19) Packing (valve body) (22) Water absorbing body (23) hole (A) Rainwater inflow prevention valve patent Applicant Nissho Kosan Co., Ltd. Agent Masu Tegori (and 1 other person) Figure 3 r Figure 5 ZOii! ! 5

Claims (1)

【特許請求の範囲】[Claims] 1、M体(1)に通孔(4)を貫設するとともに同蓋体
(11裏面に雨水流入防止弁(A)を設けてなり、同雨
水流入防止弁(A)は、蓋体(1)裏面に取付けられ上
記通孔(4)と地下構造物内とを連通させる開口(13
)を有した弁ケースQψと、同弁ケース(101に昇降
可能に支持され上記開口(13)を挿通する弁軸(18
)と、上記開口(13)の上位に位置して上記弁軸(1
8)に取付けられ同開口(13)の周縁部に接離する弁
体(19)と、同弁軸(18)を開弁方向に付勢するス
プリング(17)と、開口(13)の下位側に位置して
弁軸(18)に一体連結した吸水体(22)とを有し、
同吸水体(22)は上下方向に複数の孔(23)を貫設
してなることを特徴とする地下構造物用蓋の雨水流入防
止装置。
1. A through hole (4) is provided through the M body (1), and a rainwater inflow prevention valve (A) is provided on the back side of the lid body (11). 1) An opening (13) attached to the back surface that communicates the through hole (4) with the inside of the underground structure.
) and a valve shaft (18
) and the valve shaft (1) located above the opening (13).
A valve body (19) attached to the opening (13) and moving toward and away from the periphery of the opening (13), a spring (17) that biases the valve shaft (18) in the valve opening direction, and a lower part of the opening (13). It has a water absorbing body (22) located on the side and integrally connected to the valve stem (18),
This rainwater inflow prevention device for a cover for an underground structure is characterized in that the water absorbing body (22) has a plurality of holes (23) vertically extending through it.
JP59072393A 1984-04-10 1984-04-10 Preventor for inflow of rain water for cover of underground structure Granted JPS60215928A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP59072393A JPS60215928A (en) 1984-04-10 1984-04-10 Preventor for inflow of rain water for cover of underground structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP59072393A JPS60215928A (en) 1984-04-10 1984-04-10 Preventor for inflow of rain water for cover of underground structure

Publications (2)

Publication Number Publication Date
JPS60215928A true JPS60215928A (en) 1985-10-29
JPH0226020B2 JPH0226020B2 (en) 1990-06-07

Family

ID=13487981

Family Applications (1)

Application Number Title Priority Date Filing Date
JP59072393A Granted JPS60215928A (en) 1984-04-10 1984-04-10 Preventor for inflow of rain water for cover of underground structure

Country Status (1)

Country Link
JP (1) JPS60215928A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5401114A (en) * 1990-11-26 1995-03-28 Guggemos; Horst Manhole ventilation insert with duct shut-off device
KR100845570B1 (en) 2007-04-05 2008-07-11 송인진 Manhole cover for preventing rainwater inflow
KR101037170B1 (en) * 2010-05-31 2011-05-26 연세대학교 산학협력단 Manhole cover equipped with bio-filter

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5401114A (en) * 1990-11-26 1995-03-28 Guggemos; Horst Manhole ventilation insert with duct shut-off device
KR100845570B1 (en) 2007-04-05 2008-07-11 송인진 Manhole cover for preventing rainwater inflow
KR101037170B1 (en) * 2010-05-31 2011-05-26 연세대학교 산학협력단 Manhole cover equipped with bio-filter

Also Published As

Publication number Publication date
JPH0226020B2 (en) 1990-06-07

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