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JPH0579867B2 - - Google Patents
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JPH0579867B2 - - Google Patents

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Publication number
JPH0579867B2
JPH0579867B2 JP2402990A JP2402990A JPH0579867B2 JP H0579867 B2 JPH0579867 B2 JP H0579867B2 JP 2402990 A JP2402990 A JP 2402990A JP 2402990 A JP2402990 A JP 2402990A JP H0579867 B2 JPH0579867 B2 JP H0579867B2
Authority
JP
Japan
Prior art keywords
valve
push rod
air
fulcrum
sealing 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 - Lifetime
Application number
JP2402990A
Other languages
Japanese (ja)
Other versions
JPH03229078A (en
Inventor
Eiji Morita
Yukio Kasanami
Masatoshi Sosho
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.)
Kurimoto Ltd
Original Assignee
Kurimoto Ltd
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 Kurimoto Ltd filed Critical Kurimoto Ltd
Priority to JP2402990A priority Critical patent/JPH03229078A/en
Publication of JPH03229078A publication Critical patent/JPH03229078A/en
Publication of JPH0579867B2 publication Critical patent/JPH0579867B2/ja
Granted legal-status Critical Current

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  • Self-Closing Valves And Venting Or Aerating Valves (AREA)

Description

【発明の詳細な説明】 [産業上の利用分野] この発明は送水管路に装着する空気弁に係る。[Detailed description of the invention] [Industrial application field] The present invention relates to an air valve installed in a water supply pipe.

[従来の技術] 空気弁は管路に通水する時には管路内からの排
気を、また管路から排水するときには管路内へ給
気を行い、管路内が加圧されて圧水が流れている
状態にあつては、満水状態において水中から分離
した空気やガスを管路から排出する目的で取り付
けられる。
[Prior art] Air valves exhaust air from the pipe when water is flowing through the pipe, and supply air into the pipe when draining water from the pipe, pressurizing the inside of the pipe and producing pressurized water. When the pipe is in a flowing state, it is installed for the purpose of discharging air or gas separated from the water from the pipe when the water is full.

従来、空気弁については多くの技術が開示され
ている。第4図は日本工業規格に制定されている
JIS B 2063水道用単口空気弁である。これは送
水管路の上部に設置された弁箱41の下部に設け
た下部開口42が管路内と連通し、弁箱41内に
収納された昇降自在で弁体の役割をする見かけの
比重1以下(0.75〜0.80)のフロート43が弁箱
41内の水位の変動に連動して昇降し、弁箱41
の上部を閉鎖する上蓋44の中央部に固定された
弾性弁座45に設けた空気孔46を開閉するよう
になつている。
Conventionally, many technologies have been disclosed regarding air valves. Figure 4 is established in the Japanese Industrial Standards.
JIS B 2063 single-port air valve for water supply. This is because the lower opening 42 provided at the bottom of the valve box 41 installed at the top of the water pipeline communicates with the inside of the pipe, and the apparent specific gravity of the valve body stored in the valve box 41, which can be raised and lowered, acts as a valve body. A float 43 of 1 or less (0.75 to 0.80) moves up and down in conjunction with fluctuations in the water level inside the valve box 41.
An air hole 46 provided in an elastic valve seat 45 fixed to the center of an upper lid 44 that closes the upper part of the valve is opened and closed.

この空気弁の作用を詳しく説明すると、通水の
際には管路内の空気は空気孔46から排出され、
管路内が満水状態になり弁箱41内の水位が上昇
してくるとフロート43も上昇して弁座45に密
接して空気孔46を閉鎖する。管路から排水する
際には弁箱41内の水位が降下するとフロート4
3も弁座45から離れて降下し空気孔46を開放
するので、空気孔46から管路内へ給気される。
また管路内が加圧された満水状態で水中から分離
した空気やガスを排出するいわゆる圧力下排気
は、フロート43が弁座45に密接した全閉状態
において、弁箱41内と大気との圧力差(以後弁
内外の差圧と呼ぶ)と空気孔46の断面積を乗じ
た積がフロート43を弁座45に密接させようと
する力であり、この力とフロート43の重量によ
つてフロート43を弁座45から離そうとする力
とが相対抗しており、弁箱41内上部に水中から
分離した空気やガスが溜つて水位が下がると、フ
ロート43に作用する浮力が減少して、フロート
43の重量が増加するのでフロート43は弁座4
5から離れて降下し空気孔46を開放して排気が
行なわれる。排気が行なわれ水位が上昇するとフ
ロート43は再び上昇して弁座45に密接し空気
孔46を閉鎖する。
To explain the function of this air valve in detail, when water is flowing, the air in the pipe is discharged from the air hole 46,
When the inside of the pipe becomes full of water and the water level in the valve box 41 rises, the float 43 also rises and comes into close contact with the valve seat 45 to close the air hole 46. When draining water from the pipe, when the water level in the valve box 41 drops, the float 4
3 also descends away from the valve seat 45 and opens the air hole 46, so that air is supplied into the pipe line from the air hole 46.
In addition, so-called pressure exhaust, in which air and gas separated from water are discharged when the pipe is pressurized and full of water, is performed when the float 43 is in a fully closed state with the valve seat 45 in close contact with the inside of the valve box 41 and the atmosphere. The product of the pressure difference (hereinafter referred to as the pressure difference between the inside and outside of the valve) and the cross-sectional area of the air hole 46 is the force that tries to bring the float 43 into close contact with the valve seat 45, and by this force and the weight of the float 43, The forces that try to separate the float 43 from the valve seat 45 are opposed to each other, and when air or gas separated from the water accumulates in the upper part of the valve box 41 and the water level falls, the buoyant force acting on the float 43 decreases. As a result, the weight of the float 43 increases, so the float 43
5 and descends, opening the air hole 46 and exhausting the air. When exhaust is performed and the water level rises, the float 43 rises again and comes into close contact with the valve seat 45, closing the air hole 46.

[発明が解決しようとする課題] 上に述べたように従来の空気弁は、フロートを
弁座に密接させようとする力が、弁内外の差圧と
空気孔の断面積を乗じた積となるため、圧力下排
気をするためには弁内外の差圧、空気孔の断面
積、フロートの重量の相対的な関係によつて構成
上の制限を受ける。すなわち上記の相対的関係か
ら、差圧の大きい時にはフロートの重量を大きく
しなければ空気孔が開かず弁が作動しないし、同
じ差圧では空気孔を大きくしようとすればやはり
フロートの重量を大きくしなければ弁の作動が生
じない。さらにフロートの重量が同じであれば差
圧の大きいときには空気孔を小さくしなければな
らない。一般に空気弁として求められる機能とし
ては、弁内外の差圧の広い範囲に亘つて適用で
き、しかもできるだけ空気孔は大きな断面積を持
ち、フロートは小さい方が望ましい。フロートが
大きいと言うことは弁箱全体も大型化して重量も
大きくなり管路に取り付ける上で障害となる。ま
た空気孔が小さいと言うことはそれだけ詰まりや
すいと言うことであり、固形物を大量に含む農業
用水や下水の場合には、このことが致命的となり
兼ねない。先に掲げた従来の技術(第4図)は清
水を対象とするものであつて、空気孔の弁座とフ
ロートとの密接部が水面に近いため、水と一緒に
固形物の付着する機会が生じ易く汚水が排気と一
緒に弁箱の上部へ噴き出したり、これが原因で小
さい空気孔が詰まつて了い弁機能を失うことも多
い。最近は下水を圧送する仕様が増える傾向にあ
り、清水(上水)の管路に使用している空気弁を
そのままでは使用し難く、仮に使用しても十分な
機能を期待することは困難である。
[Problems to be Solved by the Invention] As mentioned above, in conventional air valves, the force that tries to bring the float into close contact with the valve seat is equal to the product of the differential pressure inside and outside the valve multiplied by the cross-sectional area of the air hole. Therefore, in order to exhaust air under pressure, there are structural limitations depending on the relative relationship between the differential pressure inside and outside the valve, the cross-sectional area of the air hole, and the weight of the float. In other words, from the above relative relationship, when the differential pressure is large, the air hole will not open and the valve will not operate unless the weight of the float is increased.If the air hole is made larger at the same differential pressure, the weight of the float must be increased. Otherwise, the valve will not operate. Furthermore, if the weight of the float is the same, the air hole must be made smaller when the differential pressure is large. In general, the functions required of an air valve are to be applicable over a wide range of differential pressures inside and outside the valve, and to have the air hole as large as possible in cross-sectional area and the float to be as small as possible. If the float is large, the entire valve box will also be large and heavy, which will be an obstacle when installing it in the pipeline. Furthermore, the smaller the air holes are, the more likely they are to become clogged, which can be fatal in the case of agricultural water or sewage that contains a large amount of solid matter. The conventional technology listed above (Figure 4) is intended for fresh water, and since the close contact between the valve seat of the air hole and the float is close to the water surface, there is an opportunity for solid matter to adhere to it together with the water. This tends to cause sewage to spray out to the top of the valve box along with the exhaust air, and this often clogs the small air holes and causes the valve to lose its function. Recently, specifications for pumping sewage have been increasing, and it is difficult to use the air valves used in clean water (water supply) pipes as they are, and even if they are used, it is difficult to expect sufficient functionality. be.

本願発明は以上に述べた課題を解決するため
に、空気孔を開閉するときに必要とする力を弁内
外の差圧や空気孔の断面積に関係なく、常にほぼ
一定である新しい空気弁の提供を目的とする。
In order to solve the above-mentioned problems, the present invention has developed a new air valve that keeps the force required when opening and closing the air hole almost constant regardless of the differential pressure inside and outside the valve or the cross-sectional area of the air hole. For the purpose of providing.

[課題を解決するための手段] 本願発明に係る空気弁は、送水管路と連通する
下部開口2を設けた弁箱1の密閉蓋3のほぼ中央
上へ立設した支点4に支持されるリンクレバー5
を傾動自在に横架し、該リンクレバーの一方の端
点6から密閉蓋の貫通孔内で昇降自在に吊支され
る第一の押し棒7を介して錘8を具え、かつ、該
第一の押し棒7は密閉蓋上で上方で付勢する圧縮
ばね10を周設し、その下端部は密閉蓋底面へ張
設したダイヤフラム18と共動きする第一のダイ
ヤフラムピストン9を形成し、前記支点4と端点
6の間の吊点11より昇降自在に弁体12を吊支
して密閉蓋を貫通する空気孔13を開閉するとと
もに前記支点の他方には端点14より、昇降自在
の第二の押し棒15を吊支し、かつ該第二の押し
棒15もまたその下端部が貫通孔底面へ張設した
ダイヤフラムと共動きする第二のダイヤフラムピ
ストン16を形成すること、ならびに、 (1) 支点4より弁体を吊支する吊点11までの距
離をLa (2) 空気孔13の断面積をAa (3) 支点4より第一の押し棒を吊支する端点6ま
での距離をL1 (4) 第一のダイヤフラムピストン9の受圧面積を
A1 (5) 支点4より第二の押し棒を吊支する端点14
までの距離をL2 (6) 第二のダイヤフラムピストンの受圧面積を
A2 とするとき、 L2×A2=L1×A1+La×Aa なる関係がほぼ成立することによつて前記の課題
を解決した。
[Means for Solving the Problems] The air valve according to the present invention is supported by a fulcrum 4 erected approximately above the center of a sealing lid 3 of a valve box 1 having a lower opening 2 communicating with a water supply pipe. Link lever 5
horizontally suspended so as to be freely tiltable, and provided with a weight 8 via a first push rod 7 which is suspended from one end point 6 of the link lever so as to be vertically movable within the through hole of the sealing lid; The push rod 7 is surrounded by a compression spring 10 that biases upwardly on the sealing lid, and its lower end forms a first diaphragm piston 9 co-moveable with a diaphragm 18 stretched to the bottom surface of the sealing lid. The valve body 12 is suspended from a suspension point 11 between the fulcrum 4 and the end point 6 to open and close the air hole 13 penetrating the airtight lid. a second diaphragm piston 16 that suspends a push rod 15, and the lower end of the second push rod 15 also moves in conjunction with a diaphragm stretched over the bottom surface of the through hole; ) The distance from the fulcrum 4 to the suspension point 11 that suspends the valve body is La (2) The cross-sectional area of the air hole 13 is Aa (3) The distance from the fulcrum 4 to the end point 6 that suspends the first push rod L 1 (4) The pressure receiving area of the first diaphragm piston 9 is
A 1 (5) End point 14 that suspends the second push rod from fulcrum 4
L 2 (6) The pressure receiving area of the second diaphragm piston is
When A 2 is assumed, the above-mentioned problem is solved by substantially establishing the following relationship: L 2 ×A 2 =L 1 ×A 1 +La ×Aa.

[作用] 本願発明の作用を実施例を示す第1図から第3
図に基いて説明する。
[Operation] Figures 1 to 3 show examples of the operation of the present invention.
This will be explained based on the diagram.

送水管路Aに下部開口2によつて接続する弁箱
1の密閉蓋3のほぼ中央上に支点4を立設し、こ
の支点に係合するリンクレバー5を密閉蓋の上に
横架する。このリンクレバーの端点6から昇降自
在に第一の押し棒7を介して錘8を吊り下げてい
る。この押し棒7は錘よりも上の弁箱の上部に形
成した第一のダイヤフラムピストン9に取り囲ま
れ、かつ密閉蓋3を隔ててさらにその上に取り付
けられた圧縮ばね10によつても取り囲まれてい
る。すなわちリンクレバー5の端点6には第一の
押し棒7を下へ引つ張り下ろそうとする錘8の重
力と、上方へ引き上げようとする付勢力とが第一
のダイヤフラムピストン9を挟んで作用している
と言う構成となる。さらにリンクレバー5の支点
寄りの吊点11から昇降自在に弁体12を吊り下
げて密閉蓋を貫通する空気孔13を開閉する。リ
ンクレバー5の支点を越えた他の側の端点14に
は第二の押し棒15を上下昇降自在に吊支し弁箱
の上部に形成した第二のダイヤフラムピストン1
6の作用を受ける。
A fulcrum 4 is erected approximately at the center of the sealing lid 3 of the valve box 1 connected to the water supply pipe A through the lower opening 2, and a link lever 5 that engages with this fulcrum is horizontally suspended on the sealing lid. . A weight 8 is suspended from the end point 6 of this link lever via a first push rod 7 so as to be able to rise and fall freely. This push rod 7 is surrounded by a first diaphragm piston 9 formed in the upper part of the valve body above the weight, and also by a compression spring 10 mounted above the sealing lid 3. ing. That is, at the end point 6 of the link lever 5, the gravitational force of the weight 8, which pulls the first push rod 7 downward, and the urging force, which tries to pull it upward, sandwich the first diaphragm piston 9. The structure is that it is working. Further, a valve body 12 is suspended from a hanging point 11 near the fulcrum of the link lever 5 so as to be able to rise and fall to open and close an air hole 13 penetrating the sealing lid. A second push rod 15 is suspended from an end point 14 on the other side beyond the fulcrum of the link lever 5 so as to be able to rise and fall freely, and a second diaphragm piston 1 is formed in the upper part of the valve box.
6.

以上の構成において前記の関係式が成立するこ
とにより、 A2×L2=S2、Aa×La=Sa、 A1×L1=S1、S2=Sa+S1 となるので、弁体12に作用する力を分析する
と、弁内外の差圧をP、錘8の重量にまさる付勢
力f、弁体12を弁座に密接させようとする力を
F、空気孔13の断面積Aaや支持点間の距離な
どは前記の記号を用い、錘8以外の重量を無視す
ると、 F=P×(Sa+S1−S2)÷La+f×L1÷La S2=Sa+S1 になるように設定されているから、 F=f×L1÷La=W となつて弁を閉じる力はほぼ錘の重力に打ち勝つ
付勢力による押圧力Wであり、錘の重力が変わら
ない限り変わらず、水位の変動によつて浮力に変
動を受けた場合にだけ変動し、その力関係によつ
て弁を開いたり閉じたりする。
In the above configuration, when the above relational expression is established, A 2 ×L 2 =S 2 , Aa × La = Sa, A 1 ×L 1 =S 1 , S 2 =Sa + S 1 , so that the valve body 12 Analyzing the forces acting on the valve, we find that the pressure difference between the inside and outside of the valve is P, the urging force f that exceeds the weight of the weight 8, the force that tries to bring the valve body 12 into close contact with the valve seat is F, the cross-sectional area Aa of the air hole 13, Use the above symbols for the distance between support points, etc., and if you ignore the weight other than weight 8, set it so that F = P × (Sa + S 1 − S 2 ) ÷ La + f × L 1 ÷ La S 2 = Sa + S 1 Therefore, F = f × L 1 ÷ La = W The force that closes the valve is approximately the pressing force W due to the urging force that overcomes the gravity of the weight, and it will not change as long as the gravity of the weight does not change. It fluctuates only when the buoyancy changes due to fluctuations, and the valve opens or closes depending on the force relationship.

このように弁内外の差圧によつて弁体に作用す
る力は、ダイヤフラムピストンに発生する力によ
つて相殺され、弁体を動かして空気孔を閉じよう
とする力は、錘の重力に打ち勝つ付勢力による押
圧力だけとなつて、弁内外の差圧の大きさや空気
孔の断面積の大きさには関係なくほぼ一定の値と
なる。従つてこの付勢力を錘が水位の昇降によつ
て変動する浮力の最大と最小との間に設定してお
けば、その他の条件に変動があつてもそれに影響
を受けることなく空気弁は常に正常な機能を発揮
することができる。
In this way, the force acting on the valve body due to the differential pressure inside and outside the valve is canceled out by the force generated on the diaphragm piston, and the force that moves the valve body to close the air hole is due to the gravity of the weight. Only the pressing force due to the overcoming biasing force becomes a substantially constant value regardless of the size of the differential pressure between the inside and outside of the valve or the size of the cross-sectional area of the air hole. Therefore, if this biasing force is set between the maximum and minimum buoyancy of the weight, which fluctuates as the water level rises and falls, the air valve will always remain unaffected even if other conditions change. Able to function normally.

[実施例] 本願の好ましい実施例について前項との重複を
避けて説明する。
[Examples] Preferred embodiments of the present application will be described while avoiding duplication with the previous section.

図において、弁箱1の密閉蓋3に穿設した第一
の貫通孔17の下端部に弾性の第一のダイヤフラ
ム18を張設し第一の押し棒7の下端面と取り付
け材19との間に挟まれて第一のダイヤフラムピ
ストン9を形成する。錘8としては本例では水よ
りも比重の小さいフロートを選び、ロープ20に
よつて下方へ吊り下げられている。吊点11から
吊り下げられている弁体12が脱着して弁を開閉
する相手は弁座21であり、弁座は中央に空気孔
13を穿設しその底部に弁体の弁座面22と弁箱
弁座21の弁座面23が対向している。弁座21
は密閉蓋3に固定されその上に載せられた支持部
材24には空気孔に連通する複数のねじ孔25が
開口し、弁箱の内部と外部との空気の出入口を形
成している。
In the figure, an elastic first diaphragm 18 is stretched over the lower end of a first through hole 17 formed in the sealing lid 3 of the valve box 1, and the lower end surface of the first push rod 7 and the mounting member 19 are connected to each other. A first diaphragm piston 9 is formed between them. In this example, a float having a specific gravity smaller than that of water is selected as the weight 8, and is suspended downward by a rope 20. The valve body 12 suspended from the hanging point 11 attaches and detaches to open and close the valve, and the valve seat 21 has an air hole 13 in the center and a valve seat surface 22 of the valve body at the bottom. and the valve seat surface 23 of the valve box valve seat 21 are opposed to each other. Valve seat 21
A support member 24 fixed to the sealing lid 3 and placed thereon has a plurality of screw holes 25 communicating with the air holes, forming an air inlet/outlet between the inside and outside of the valve box.

リンクレバー5の端点6、吊点11、端点14
にはそれぞれ長孔26,27,28を貫通し、こ
の長孔内に遊嵌するピン29,30,31の移動
によつてピンにつながる取付金具32,33,3
4およびその下の弁体や押し棒の上下昇降に伴な
うリンクレバーの傾動を可能とする。
End point 6, hanging point 11, end point 14 of link lever 5
The mounting brackets 32, 33, 3 pass through the long holes 26, 27, 28, respectively, and are connected to the pins by the movement of the pins 29, 30, 31 that loosely fit into the long holes.
The link lever can be tilted as the valve element 4 and the valve body and push rod below it move up and down.

圧縮ばね10は支持板37と連結部材35の間
にあつてナツト36の締付け具合によつてその付
勢力を調整することができる。
The compression spring 10 is disposed between the support plate 37 and the connecting member 35, and its biasing force can be adjusted by adjusting the degree of tightening of the nut 36.

第1図においては送水管路Aにはまだ送水され
ておらず弁箱内には水がない状態だから、フロー
ト8には浮力が作用していないためその重量がそ
のまま負荷となり、弁体12の弁座面22は圧縮
ばね10の上方への付勢力に打ち勝つて弁座面2
3から引き離され空気孔13は全開している。
In FIG. 1, water has not yet been sent to the water pipe A and there is no water in the valve box, so no buoyancy is acting on the float 8, so its weight acts as a load, and the valve body 12 The valve seat surface 22 overcomes the upward biasing force of the compression spring 10.
3 and the air hole 13 is fully opened.

この状態から通水が始まり管路内が充水してく
ると、第2図に示すように管路内の空気が下部開
口2から弁箱1の中へ入り、空気孔13およびね
じ孔25を経て外部へ排出される。管路が満水と
なつて水が弁箱の中にまで入り込み水位が上昇し
てくると、フロートに作用する浮力が増加し相対
的に下方への重力が減退するから、圧縮ばねの付
勢力が打ち勝つて弁座面23に弁座面22が密接
し空気孔13は閉ざされて弁は全閉の状態とな
る。
When water starts to flow in this state and the inside of the pipe becomes filled with water, air in the pipe enters into the valve box 1 through the lower opening 2 and enters the air hole 13 and the screw hole 25, as shown in FIG. After that, it is discharged to the outside. When the pipe becomes full and water enters the valve box and the water level rises, the buoyant force acting on the float increases and the downward force of gravity decreases, causing the biasing force of the compression spring to decrease. As a result, the valve seat surface 22 comes into close contact with the valve seat surface 23, the air hole 13 is closed, and the valve becomes fully closed.

弁閉の状態が続く内、水中に混入していた空気
やガスが分離して弁箱の上部に溜まり、そのため
に水位が下がるとフロートに作用していた浮力も
減退し、遂に圧縮ばねの付勢力を凌駕するに至る
と、第3図に示すように弁座面22は弁座面23
から引き離されて空気孔13が開口し、空気やガ
スは弁箱の外へ排出される。圧力下排気が終わる
と、弁箱内の水位が上昇して再び空気孔は閉じ第
2図の状態に戻る。
While the valve remains closed, air and gas mixed in the water separate and accumulate in the upper part of the valve box.As the water level drops, the buoyant force acting on the float also decreases, and the compression spring finally stops attaching. When the force is exceeded, the valve seat surface 22 becomes the valve seat surface 23 as shown in FIG.
The valve body is pulled away from the valve body, the air hole 13 is opened, and air and gas are discharged to the outside of the valve body. When exhaustion under pressure is finished, the water level in the valve box rises and the air hole closes again, returning to the state shown in FIG. 2.

[発明の効果] 本願発明は以上に述べたような作用を生じるか
ら、次の効果をもたらす。すなわち、弁内外の差
圧の広い範囲に亘つて空気孔の断面積は大きく、
錘は小さい小型の空気弁の仕様を可能とする。仮
に差圧が従来と同一であるとしても、空気弁の大
きさを変えることなく空気孔の大きさを大きく変
えることができるので、無数の微細な固形物を混
入している農業用水や下水などの汚濁水の送水管
路として好適である。また、空気孔の開閉が直接
フロートとの脱着によるのではなく、上下する水
面から遠く離れた上の方で行われているから、な
おさら汚水に漬かつて汚れる心配がなく、汚水が
弁箱の外へ噴き上げるような虞れもない。
[Effects of the Invention] Since the present invention produces the effects described above, it brings about the following effects. In other words, the cross-sectional area of the air hole is large over a wide range of differential pressure inside and outside the valve.
The weight allows the specification of small compact air valves. Even if the differential pressure is the same as before, the size of the air hole can be changed significantly without changing the size of the air valve, so it can be used for agricultural water, sewage, etc. that contain countless fine solids. It is suitable as a water pipeline for contaminated water. In addition, the opening and closing of the air hole is not done directly by attaching and detaching it to the float, but is done at the top, far away from the rising and falling water surface, so there is no need to worry about it becoming contaminated by being immersed in sewage, and sewage does not flow outside the valve box. There is no danger that it will blow up.

実施例特有の効果としては、錘を比重1以下の
フロートにしているので閉鎖された状態において
は弁体に対する重力は非常に小さく、これとバラ
ンスする圧縮ばねの定数も小さくて済みその長さ
を短くすることができる。また、空気やガスの外
部との連通口をねじ孔25で形成しているから、
空気孔13や両弁座面にごみ等が付着したときで
も洗滌用水の管端のねじをねじ孔に捩じ込んで送
水すれば、容易に洗い流すことができる。
The unique effect of this embodiment is that since the weight is a float with a specific gravity of 1 or less, the gravity on the valve body is extremely small in the closed state, and the constant of the compression spring that balances this is also small, allowing its length to be reduced. Can be shortened. In addition, since the communication port for air and gas with the outside is formed by the screw hole 25,
Even if dirt or the like adheres to the air hole 13 or both valve seat surfaces, it can be easily washed away by screwing the screw at the end of the cleaning water pipe into the screw hole and supplying water.

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

第1図から第3図までは本願発明の実施例を示
す垂直断面図、第4図は従来の技術を示す垂直断
面図。 1……弁箱、2……下部開口、3……密閉蓋、
4……支点、5……リンクレバー、6……端点、
7……第一の押し棒、8……錘(フロート)、9
……第一のダイヤフラムピストン、10……付勢
手段(圧縮ばね)、11……吊点、12……弁体、
13……空気孔、14……端点、15……第二の
押し棒、16……第二のダイヤフラムピストン、
L1……支点より第一の押し棒までのまでの距離、
L2……支点より第二の押し棒までの距離、La…
…支点より弁体までの距離、Aa……空気孔の断
面積、A1……第一のダイヤフラムピストンの受
圧面積、A2……第二のダイヤフラムピストンの
受圧面積、A……送水管路。
1 to 3 are vertical sectional views showing an embodiment of the present invention, and FIG. 4 is a vertical sectional view showing a conventional technique. 1...Valve box, 2...Lower opening, 3...Tight lid,
4...Fully point, 5...Link lever, 6...End point,
7...First push rod, 8... Weight (float), 9
...first diaphragm piston, 10...biasing means (compression spring), 11...hanging point, 12...valve body,
13...Air hole, 14...End point, 15...Second push rod, 16...Second diaphragm piston,
L 1 ...Distance from the fulcrum to the first push rod,
L 2 ...Distance from the fulcrum to the second push rod, La...
...Distance from the fulcrum to the valve body, Aa...Cross-sectional area of the air hole, A1 ... Pressure receiving area of the first diaphragm piston, A2 ...Pressure receiving area of the second diaphragm piston, A...Water supply pipe .

Claims (1)

【特許請求の範囲】 1 送水管路と連通する下部開口2を設けた弁箱
1の密閉蓋3のほぼ中央上へ立設した支点4に支
持されるリンクレバー5を傾動自在に横架し、該
リンクレバーの一方の端点6から密閉蓋の貫通孔
内で昇降自在に吊支される第一の押し棒7を介し
て錘8を具え、かつ、該第一の押し棒7は密閉蓋
上で上方へ付勢する圧縮ばね10を周設し、その
下端部は密閉蓋底面へ張設したダイヤフラム18
と共動きする第一のダイヤフラムピストン9を形
成し、前記支点4と端点6の間の吊点11より昇
降自在に弁体12を吊支して密閉蓋を貫通する空
気孔13を開閉するとともに、前記支点の他方に
は端点14より、昇降自在の第二の押し棒15を
吊支し、かつ該第二の押し棒15もまたその下端
部が貫通孔底面へ張設したダイヤフラムと共動き
する第二のダイヤフラムピストン16を形成する
こと、ならびに、 (1) 支点4より弁体を吊支する吊点11までの距
離をLa (2) 空気孔13の断面積をAa (3) 支点4より第一の押し棒を吊支する端点6ま
での距離をL1 (4) 第一のダイヤフラムピストン9の受圧面積を
A1 (5) 支点4より第二の押し棒を吊支する端点14
までの距離をL2 (6) 第二のダイヤフラムピストン16の受圧面積
をA2 とするとき、 L2×A2=L1×A1+La×Aa なる関係がほぼ成立することを特徴とする空気
弁。
[Scope of Claims] 1. A link lever 5 supported by a fulcrum 4 erected approximately at the center of a sealing lid 3 of a valve box 1 having a lower opening 2 communicating with a water supply pipe is mounted horizontally so as to be freely tiltable. , a weight 8 is provided via a first push rod 7 which is suspended from one end point 6 of the link lever in a through hole of the sealing lid so as to be able to rise and fall; and the first push rod 7 is attached to the sealing lid. A compression spring 10 is provided around the upper part of the spring to bias it upward, and the lower end thereof is a diaphragm 18 stretched to the bottom surface of the sealing lid.
A first diaphragm piston 9 is formed to move together with the valve body 12, and the valve body 12 is suspended from a suspension point 11 between the fulcrum 4 and the end point 6 so as to be freely raised and lowered, and the air hole 13 penetrating the sealing lid is opened and closed. , a second push rod 15 that can be raised and lowered is suspended from the end point 14 on the other of the fulcrums, and the lower end of the second push rod 15 also moves in conjunction with a diaphragm stretched over the bottom surface of the through hole. (1) The distance from the fulcrum 4 to the suspension point 11 that suspends the valve body is La (2) The cross-sectional area of the air hole 13 is Aa (3) The fulcrum 4 The distance to the end point 6 where the first push rod is suspended is L 1 (4) The pressure receiving area of the first diaphragm piston 9 is
A 1 (5) End point 14 that suspends the second push rod from fulcrum 4
When the distance to L 2 (6) and the pressure receiving area of the second diaphragm piston 16 is A 2 , the following relationship is approximately established: L 2 ×A 2 =L 1 ×A 1 +La ×Aa air valve.
JP2402990A 1990-02-02 1990-02-02 Air valve Granted JPH03229078A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2402990A JPH03229078A (en) 1990-02-02 1990-02-02 Air valve

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2402990A JPH03229078A (en) 1990-02-02 1990-02-02 Air valve

Publications (2)

Publication Number Publication Date
JPH03229078A JPH03229078A (en) 1991-10-11
JPH0579867B2 true JPH0579867B2 (en) 1993-11-05

Family

ID=12127094

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2402990A Granted JPH03229078A (en) 1990-02-02 1990-02-02 Air valve

Country Status (1)

Country Link
JP (1) JPH03229078A (en)

Also Published As

Publication number Publication date
JPH03229078A (en) 1991-10-11

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