JPH0579865B2 - - Google Patents
Info
- Publication number
- JPH0579865B2 JPH0579865B2 JP31713589A JP31713589A JPH0579865B2 JP H0579865 B2 JPH0579865 B2 JP H0579865B2 JP 31713589 A JP31713589 A JP 31713589A JP 31713589 A JP31713589 A JP 31713589A JP H0579865 B2 JPH0579865 B2 JP H0579865B2
- Authority
- JP
- Japan
- Prior art keywords
- valve
- air
- hole
- water
- fulcrum
- 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
Links
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 46
- 238000007789 sealing Methods 0.000 claims description 7
- 230000005484 gravity Effects 0.000 description 8
- 239000010865 sewage Substances 0.000 description 6
- 230000006835 compression Effects 0.000 description 5
- 238000007906 compression Methods 0.000 description 5
- 230000007423 decrease Effects 0.000 description 5
- 230000000694 effects Effects 0.000 description 5
- 239000007787 solid Substances 0.000 description 3
- 239000000725 suspension Substances 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 2
- 238000004140 cleaning Methods 0.000 description 1
- 238000004891 communication Methods 0.000 description 1
- 238000007796 conventional method Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000007599 discharging Methods 0.000 description 1
- 239000013505 freshwater Substances 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 230000002093 peripheral effect Effects 0.000 description 1
- 238000005086 pumping Methods 0.000 description 1
- 230000000630 rising effect Effects 0.000 description 1
Landscapes
- 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
た積になるフロート43を弁座45に密接させよ
うとする力と、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
気やガスが溜り水位が下がると、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
増加するとフロート43は弁座45から離れて降
下して空気孔46を開放し排気が行なわれる。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 force to bring the float 43 into close contact with the valve seat 45, which is 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, and the weight of the float 43 cause the float 43 to The forces trying to separate it from the valve seat 45 are opposing 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, causing the float 43 to move away from the valve seat 45. When the weight increases, the float 43 moves away from the valve seat 45 and descends, opening the air hole 46 and exhausting the air. When exhaust is performed and the water level rises, the float 43 rises 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
水を対象とする標準型であつて、空気孔の入口と
フロートとの密着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
細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 mentioned above (Figure 4) is a standard type that targets fresh water, and since the contact area between the air hole inlet and the float is close to the water surface, there is no chance that solids will adhere to it together with the water. This tends to cause sewage to spurt out to the top of the valve box along with the exhaust air, and this often clogs the thin 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
外の差圧や空気孔と断面積に関係なく、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、送水管路内と連通す
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を回動自在に横架し、該リンクレバーの一端か
ら弁箱内の空気孔8を開閉する弁体7を介して錘
11を昇降自在に吊支し、該リンクレバー5の他
端は密閉蓋の貫通孔内で昇降自在に吊支される押
し棒10と係合し、該貫通孔内で押し棒は下方へ
付勢するばね13を外周に具えるとともに、その
下端部では貫通孔底部に張設したダイヤフラム1
5と共動きするダイヤフラムピストン12を形成
し、前記支点4と弁体を吊支する端点6までの距
離と支点4と押し棒を吊支する端点9までの距離
の比率が、ダイヤフラムピストンの受圧面積と、
空気孔の断面積の比率とほぼ等しく設定したこと
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 the inside of a water supply pipe. A link lever 5 is rotatably hung horizontally, and a weight 11 is suspended from one end of the link lever so as to be able to rise and fall via a valve body 7 that opens and closes an air hole 8 in the valve box. The other end engages with a push rod 10 that is suspended in a vertically movable manner within a through hole of the sealing lid, and within the through hole, the push rod is provided with a spring 13 on its outer periphery that biases it downward, and its lower end Now, diaphragm 1 stretched at the bottom of the through hole.
A diaphragm piston 12 is formed which moves together with the diaphragm piston 5, and the ratio of the distance between the fulcrum 4 and the end point 6 that suspends the valve body and the distance between the fulcrum 4 and the end point 9 that suspends the push rod is determined by the pressure received by the diaphragm piston. area and
The above problem was solved by setting the ratio to be approximately equal to the cross-sectional area ratio of the air holes.
[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のほぼ中央の上に支点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一方の端点6か
ら弁体7を吊り下げて空気孔8を開閉する。弁体
7からはさらに錘11が吊り下げられていて一体
的に上下昇降できる。リンクレバーの他方の端点
9からは押し棒10を昇降自在に吊支し、この押
し棒は下部において弁箱の上部に形成したダイヤ
フラムピストン12に取り囲まれ、かつ密閉蓋3
を隔ててその上に取り付けられた付勢手段13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9には押し棒を下へ押し下げようとす
る付勢力と、差圧によつて押し棒を上へ押し上げ
ようとするピストン効果とが作用する構成とな
る。 A fulcrum 4 is erected approximately above the center of the sealing lid 3 of the valve box 1 connected to the water supply pipe A through the lower opening 2,
A link lever 5 that engages with this fulcrum is placed horizontally on the sealing lid. A valve body 7 is suspended from one end point 6 of this link lever to open and close an air hole 8. A weight 11 is further suspended from the valve body 7 and can be moved up and down as a unit. A push rod 10 is suspended from the other end point 9 of the link lever so as to be able to rise and fall.
It is also surrounded by biasing means 13 mounted on and across from it. That is, the end point 9 of the link lever 5 is configured to have a biasing force that tends to push the push rod downward, and a piston effect that tries to push the push rod upward due to the differential pressure.
次に支点4から一方の端点6(弁体・錘の吊支
点)までの距離L1と、支点4から他方の端点9
(押し棒の吊支点)までの距離L2の比率Mをダイ
ヤフラムピストンの受圧面積S1と空気孔の断面積
S2との比率Nにほぼ等しく設定しているので、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手段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。 Next, calculate the distance L 1 from the fulcrum 4 to one end point 6 (valve body/weight suspension fulcrum), and the distance L 1 from the fulcrum 4 to the other end point 9.
(The suspension fulcrum of the push rod) is the ratio M of the distance L 2 to the pressure receiving area S 1 of the diaphragm piston and the cross-sectional area of the air hole.
Since the ratio of S to S2 is set approximately equal to N, 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.
The force that tries to move the valve body and close the air hole is only the pressing force from the biasing means that overcomes the gravity of the weight, and it has nothing to do with the size of the differential pressure inside and outside the valve or the size of the cross-sectional area of the air hole. The value remains almost constant.
従つてこの押圧力を錘が水位の昇降によつて変
動する重量の最大と最少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。このことを数式を使つて簡単に
示すと、弁内外の差圧をP、付勢手段による押圧
力と錘の動力の差をW、差圧Pによつて弁を閉じ
ようとする力をF、差圧Pによつて弁を開こうと
する力をGとして錘以外の重量を無視すると、
L1/L2=M S1/S2=N
F=P×M/N+W
G=P×1
F−G=W
となつて弁を閉じる力はほぼ錘の重力に打ち勝つ
付勢手段による押圧力の差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。 Therefore, if this pressing force is set between the maximum and minimum weight that the weight changes as the water level rises and falls, the air valve will always be able to operate without being affected by changes in other conditions. Able to function normally. To explain this simply using a mathematical formula, P is the differential pressure between the inside and outside of the valve, W is the difference between the pressing force by the urging means and the power of the weight, and F is the force that tries to close the valve due to the differential pressure P. , if the force that tries to open the valve due to the differential pressure P is G and the weight other than the weight is ignored, then L 1 /L 2 =M S 1 /S 2 =N F=P×M/N+W G=P× 1 F-G=W, and the force to close the valve is approximately the difference W in the pressing force by the biasing means that overcomes the gravity of the weight, and it does not change as long as the gravity of the weight does not change, and changes in buoyancy due to changes in the water level. It fluctuates only when it receives fluctuations, and the valve opens or closes depending on the force relationship.
[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の一端上に密閉蓋3に穿設
した貫通孔14の下端部に弾性のダイヤフラム1
5を張設し押し棒10の下端面と取り付け材16
との間に挾まれてダイヤフラムピストン12を形
成する。 In the figure, an elastic diaphragm 1 is attached to the lower end of a through hole 14 formed in the sealing lid 3 on one end of the valve box 1.
5 is stretched, and the lower end surface of the push rod 10 and the mounting material 16
A diaphragm piston 12 is formed between the two.
付勢手段13としては本例では圧縮ばねを選
び、取り付け蓋25に内嵌する調整部材27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。 In this example, a compression spring is selected as the biasing means 13, and its biasing force can be adjusted by adjusting the tightening condition of the adjustment member 27 fitted into the mounting lid 25.
端点6から吊り下げられている弁体7が脱着し
て弁を開閉する相手は弁座18であり、弁座は中
央に空気孔8を穿設しその底部に弁体の弁座面1
9と弁座18の弁座面20が対向している。弁座
18は密閉蓋3に固定されその上に載せられた支
持部材21には周壁を貫通する空気孔に連通する
複数のねじ孔22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。錘11としては
本例では水よりも見かけの比重の小さいフロート
を選び、ロープ17によつて下方へ吊り下げられ
ている。 The valve body 7 suspended from the end point 6 attaches and detaches to open and close the valve, and the valve seat 18 is the valve seat 18. The valve seat has an air hole 8 in the center and a valve seat surface 1 of the valve body at the bottom.
9 and the valve seat surface 20 of the valve seat 18 are opposed to each other. The valve seat 18 is fixed to the airtight lid 3, and a support member 21 placed on it has a plurality of screw holes 22 that communicate with air holes passing through the peripheral wall, and serves as an air inlet/outlet between the inside and outside of the valve box. is formed. In this example, a float having an apparent specific gravity smaller than that of water is selected as the weight 11, and is suspended downward by a rope 17.
リンクレバー5の一方の端点6には長孔23
を、また他方の端点9には長孔24をそれぞれ設
け、ピン28,29および連結部材30,31を
介して弁体7および押し棒10をそれぞれ回動自
在に連結し、この構成があるために弁体および押
し棒は上下昇降自在に弁箱内に吊支されているの
である。 A long hole 23 is provided at one end point 6 of the link lever 5.
In addition, the other end point 9 is provided with a long hole 24, and the valve body 7 and push rod 10 are rotatably connected via pins 28, 29 and connecting members 30, 31. The valve body and push rod are suspended within the valve box so that they can move up and down.
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11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7の弁座面19は圧縮
ばね13の上方への押圧力に打ち勝つて弁座面2
0から引離され空気孔8は全開している。 In FIG. 1, water has not yet been sent to the water supply pipe A and there is no water in the valve box, so no buoyancy is acting on the float 11, so its weight acts as a load, and the valve body 7 The valve seat surface 19 overcomes the upward pressing force of the compression spring 13 and the valve seat surface 2
0 and the air hole 8 is fully open.
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8およびねじ
孔22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、圧縮ばねの押圧力
が打ち勝つて弁座面19と弁座面20とが密着し
空気孔8は閉ざされて弁は全閉の状態となる。 When water starts flowing in this state and the inside of the pipe becomes filled with water, the air inside the pipe enters into the valve box 1 through the lower opening 2 and the air hole 8 and the screw hole 22, 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 buoyancy acting on the float increases and the downward force of gravity decreases, so the pressing force of the compression spring decreases. As a result, the valve seat surface 19 and the valve seat surface 20 come into close contact with each other, the air hole 8 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、遂にフロートの重量が圧縮ばねの押圧力
を凌駕するに至ると、第3図に示すように弁座面
19は弁座面20から引き離されて空気孔8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 at the top of the valve box, and as the water level drops, the buoyant force acting on the float also decreases, and the weight of the float finally decreases. When the pressing force of the compression spring is exceeded, the valve seat surface 19 is pulled away from the valve seat surface 20 as shown in FIG. Ru. 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、錘を見かけの比重
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ばね定数も小さくて
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22で形成
しているから、弁体7の先端付近や両弁座面にご
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 an apparent specific gravity of 1 or less, the gravity on the valve body is extremely small in the closed state, and the spring constant of the compression spring that balances this is also small. Its length can be shortened. Also,
Since the communication port for air and gas with the outside is formed by the screw hole 22, even if dirt etc. adheres to the vicinity of the tip of the valve body 7 or to the surfaces of both valve seats, the screw at the end of the cleaning water pipe can be inserted into the screw hole. You can easily wash it off by screwing it in and supplying water.
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
(弁体の吊支点)、7……弁体、8……空気孔、9
……端点(押し棒の吊支点)、10……押し棒、
11……錘、12……ダイヤフラムピストン、1
3……付勢手段、L1……支点から端点6までの
距離、L2……支点から端点9までの距離、M=
L1/L2、S1……ダイヤフラムピストンの受圧面
積、S2……空気孔の断面積、S1/S2=N。
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 (suspension fulcrum of valve body), 7...Valve body, 8...Air hole, 9
... End point (hanging fulcrum of push rod), 10 ... Push rod,
11... Weight, 12... Diaphragm piston, 1
3...Biasing means, L1 ...Distance from the fulcrum to the end point 6, L2 ...Distance from the fulcrum to the end point 9, M=
L 1 /L 2 , S 1 ...Pressure receiving area of diaphragm piston, S 2 ...Cross-sectional area of air hole, S 1 /S 2 =N.
Claims (1)
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を回動自在に横架し、
該リンクレバーの一端から弁箱内の空気孔8を開
閉する弁体7を介して錘11を昇降自在に吊支
し、該リンクレバー5の他端は密閉蓋の貫通孔内
で昇降自在に吊支される押し棒10と係合し、該
貫通孔内で押し棒は下方へ付勢するばね13を外
周に具えるとともに、その下端部では貫通孔底部
に張設したダイヤフラム15と共動きするダイヤ
フラムピストン12を形成し、前記支点4と弁体
を吊支する端点6までの距離と、支点4と押し棒
を吊支する端点9までの距離の比率が、ダイヤフ
ラムピストンの受圧面積と空気孔の断面積の比率
とほぼ等しく設定したことを特徴とする空気弁。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 the inside of a water supply pipe is horizontally mounted so as to be freely rotatable.
A weight 11 is suspended from one end of the link lever so that it can be raised and lowered via a valve body 7 that opens and closes an air hole 8 in the valve box, and the other end of the link lever 5 can be raised and lowered within a through hole of the sealing lid. A spring 13 is provided on the outer periphery of the spring 13, which engages with the suspended push rod 10 and urges the push rod downward within the through hole, and its lower end moves in conjunction with a diaphragm 15 stretched over the bottom of the through hole. A diaphragm piston 12 is formed, and the ratio of the distance between the fulcrum 4 and the end point 6 that suspends the valve body, and the distance between the fulcrum 4 and the end point 9 that suspends the push rod is the pressure receiving area of the diaphragm piston and the air An air valve characterized in that the ratio of the cross-sectional area of the hole is set to be approximately equal to the ratio of the cross-sectional area of the hole.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP31713589A JPH03177667A (en) | 1989-12-06 | 1989-12-06 | Air valve |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP31713589A JPH03177667A (en) | 1989-12-06 | 1989-12-06 | Air valve |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH03177667A JPH03177667A (en) | 1991-08-01 |
| JPH0579865B2 true JPH0579865B2 (en) | 1993-11-05 |
Family
ID=18084832
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP31713589A Granted JPH03177667A (en) | 1989-12-06 | 1989-12-06 | Air valve |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH03177667A (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| IL155180A0 (en) * | 2003-04-01 | 2003-11-23 | Gas purge valve |
-
1989
- 1989-12-06 JP JP31713589A patent/JPH03177667A/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPH03177667A (en) | 1991-08-01 |
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