JPH0324389A - Special nonreturn valve - Google Patents
Special nonreturn valveInfo
- Publication number
- JPH0324389A JPH0324389A JP15676589A JP15676589A JPH0324389A JP H0324389 A JPH0324389 A JP H0324389A JP 15676589 A JP15676589 A JP 15676589A JP 15676589 A JP15676589 A JP 15676589A JP H0324389 A JPH0324389 A JP H0324389A
- Authority
- JP
- Japan
- Prior art keywords
- valve body
- hole
- pipe
- pressure
- air mortar
- 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.)
- Pending
Links
- 239000012530 fluid Substances 0.000 claims description 2
- 239000004570 mortar (masonry) Substances 0.000 abstract description 21
- 239000007788 liquid Substances 0.000 abstract description 5
- 238000005406 washing Methods 0.000 abstract 4
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 11
- 238000004140 cleaning Methods 0.000 description 8
- 238000012840 feeding operation Methods 0.000 description 4
- 238000005086 pumping Methods 0.000 description 2
- 230000002159 abnormal effect Effects 0.000 description 1
- 230000001133 acceleration Effects 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 238000009413 insulation Methods 0.000 description 1
Landscapes
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
- Check Valves (AREA)
- Details Of Valves (AREA)
Abstract
Description
【発明の詳細な説明】
〔産業上の利用分野〕
本発明は、超高層ビルの建築において、軽量モルタルや
、断熱,耐火を目的とする極めて微小径で強度の高い多
量の空気を含んだ高粘性エアモルタルをポンプにより圧
送する際に,圧送パイプラインに配設して有用な特殊逆
止弁に関するものである。[Detailed Description of the Invention] [Industrial Field of Application] The present invention is used in the construction of skyscrapers to use lightweight mortar, extremely small-diameter, high-strength, high-strength high-rise buildings that contain a large amount of air for the purpose of heat insulation and fire resistance. This invention relates to a special check valve that is useful when installed in a pressure pipeline when viscous air mortar is pumped.
超高層ビルの建築に際しては、軽量モルタルや,極めて
微小径で強度の高い多量の空気を含んだ高粘性エアモル
タルを、ポンプにより地上から前記ビルの最上階まで送
給しなければならず、そのためには極めて高圧の圧送力
を必要とするが、このような高圧の圧送力により圧送す
ると、その停止時にエアモルタル中の空気が膨張してポ
ンプの吐出口近くにウォーターハンマー現象が起こり,
異常高圧が発生して、ポンプの吐出弁や圧送パイプを損
傷するなどの危険の生じるおそれがある。When constructing a skyscraper, it is necessary to pump lightweight mortar or highly viscous air mortar, which has an extremely small diameter and high strength and contains a large amount of air, from the ground to the top floor of the building. However, when pumping with such high pressure, the air in the air mortar expands when it stops, causing a water hammer phenomenon near the pump outlet.
There is a risk that abnormally high pressure will occur, causing damage to the pump discharge valve and pressure pipe.
従って、本発明が解決しようとする課題は、必要に応じ
て圧送パイプライン中に1又は複数個配設すれば,圧送
作業停止時に・上記のウォーターハンマー現象による異
常高圧の発生を防止出来ると共に,圧送作業終了後にお
ける圧送パイプラインの洗浄を容易に行うことを可能と
する特殊逆止ブtを提伏することである。Therefore, the problem to be solved by the present invention is that by arranging one or more of them in a pressure-feeding pipeline as necessary, it is possible to prevent the generation of abnormally high pressure due to the above-mentioned water hammer phenomenon when the pressure-feeding operation is stopped. The purpose of the present invention is to provide a special check button t that makes it possible to easily clean the pressure-feeding pipeline after the pressure-feeding work is completed.
本発明は上述の課題を解決することを目的としてなされ
たもので、その構成は、上下部にパイプ接続部を形威し
たケースの内部に流体の通路を形成するとJ(に、中央
部に小径の貫通孔を設けた逆止用の弁体を収装して或る
ことを特徴とするものである.
〔発明の作用〕
本発明特殊逆止弁は、主としてこれを高粘性エアモルタ
ルの圧送パイプラインの圧送ポンプ側近くやパイプライ
ン中に1乃至複数個配設して使用するもので、前記エア
モルタルの圧送作業が停止されると,弁体上部のエアモ
ルタルは弁休の中央部に設けられた貫通孔を通り、下部
パイプ接続部に接続されたパイプ中を逆流して、ポンプ
の吐出口近くに発生するウォーターハンマー現象により
生じる異常高圧の発生を防止することが出来るし、また
、圧送作業終了後には、洗浄水を上から流すことにより
洗浄作業を容易にすることが出来る。The present invention has been made with the aim of solving the above-mentioned problems, and its configuration is such that if a fluid passage is formed inside a case with pipe connections at the top and bottom, a small diameter pipe is formed in the center. The special check valve of the present invention is characterized in that it houses a check valve body provided with a through hole. One or more units are installed near the pressure pump side of the pipeline or in the pipeline, and when the pressure feeding operation of the air mortar is stopped, the air mortar on the upper part of the valve body is moved to the center of the valve rest. It is possible to prevent the generation of abnormally high pressure caused by the water hammer phenomenon that occurs near the discharge port of the pump by passing through the provided through hole and flowing backward in the pipe connected to the lower pipe connection part, and also, After the pressure-feeding operation is completed, the cleaning operation can be facilitated by flowing cleaning water from above.
次に本発明の実施の一例を図により説明する。 Next, an example of implementation of the present invention will be explained with reference to the drawings.
第1図は第2図のB−B−B線断面図、第2図は第1図
A−A線断面矢視図である。1 is a cross-sectional view taken along the line B--B--B in FIG. 2, and FIG. 2 is a cross-sectional view taken along the line A--A in FIG.
図において,1は下部パイプ接続部Cを設けた下部ケー
ス、2は該下部ケース1に水密に取付け?上部ケースで
、上部パイプ接続部Dを設けてある。3は上部ケース2
内で下部ケース1上に定着した弁座、4は逆止用の弁体
で、中央部に小径の貫通孔5を設けてある。In the figure, 1 is a lower case provided with a lower pipe connection part C, and 2 is watertightly attached to the lower case 1. An upper pipe connection portion D is provided in the upper case. 3 is upper case 2
A valve seat 4 fixed on the lower case 1 is a check valve body, and a small diameter through hole 5 is provided in the center.
6は中央部に貫通孔7を設けた平面酩十字状のストツパ
で、前記弁座3に支柱8を介して定着してあり,弁体4
の上昇高さを制限するものであって、11q記L部ケー
ス2の内壁との間にモルタルが流通する空間9が形成さ
れるようになっている。Reference numeral 6 denotes a stopper in the shape of a cross on a plane with a through hole 7 in the center, which is fixed to the valve seat 3 via a strut 8, and is attached to the valve body 4.
A space 9 through which mortar flows is formed between the inner wall of the L part case 2 described in 11q.
尚、図中、10はOリングである。In addition, in the figure, 10 is an O-ring.
以上1乃至10により本発明の一例の特殊逆止フトが構
或される.
而して、下部と上部のパイプ接続部C,Dに圧送パイプ
1゜■,P2を接続し、ポンプ(図示せず)により高粘
性エアモルタルをパイプP■に圧送すると、該エアモル
タルはその圧力により弁体4をストツパ6まで押し上げ
て弁座3と弁体4との隙間からケース2内に入り、空間
9を通ってパイプP2に送り込まれ、圧送パイプの先端
から吐出される。このようにしてエアモルタルの圧送作
業が行われる?、この圧送作業を停止すると、従来の逆
止弁においては,前述のように,エアモルタル中の空気
が膨張してポンプの吐出口近くにウォーターハンマー現
象が起こり、異常高圧が発生するが,本発明の特殊逆止
弁にあっては,フト体4の中央部に貫通孔5が設けられ
ているから、井体4上部のエアモルタルは貫通孔5を通
ってバイブP■中を逆流するので、ポンプの吐出口近く
にウオータハンマー現象は起こらず、従って、異常高圧
が発生するおそれはない。The above items 1 to 10 constitute a special check foot as an example of the present invention. Then, the pressure feeding pipes 1゜■ and P2 are connected to the lower and upper pipe connecting parts C and D, and when the high viscosity air mortar is forced into the pipe P■ by a pump (not shown), the air mortar becomes The valve body 4 is pushed up to the stopper 6 by pressure, enters the case 2 through the gap between the valve seat 3 and the valve body 4, is fed into the pipe P2 through the space 9, and is discharged from the tip of the pressure pipe. Is this how air mortar is pumped? When this pressure-feeding operation is stopped, as mentioned above, in conventional check valves, the air in the air mortar expands and a water hammer phenomenon occurs near the discharge port of the pump, generating abnormally high pressure. In the special check valve of the invention, since the through hole 5 is provided in the center of the foot body 4, the air mortar on the upper part of the well body 4 flows backward into the vibe P through the through hole 5. , the water hammer phenomenon does not occur near the discharge port of the pump, and therefore there is no risk of abnormally high pressure occurring.
即ち,いま、弁体4の貫通孔5の内径をd、同じく長さ
を文、摩擦損失係数をf、エアモルタルの密度をρ、貫
通孔5内の流速をυ,重力の加速度をgとすれば,貫通
孔5を通るエアモルタルの圧力損失ΔPは、
Δp = 4f−Q/d・ρυ2/2gとなり(これは
一般の水力学の示す標準の式である),この圧力損失Δ
Pは通常、熱エネルギに変化して,エアモルタルの温度
を上昇させるので、ウォーターハンマー現象による圧力
上昇分を上記のΔPに変換してやれば、ウォーターハン
マー現象に起因する圧力の異常な上昇を避けることが可
能となるのである。That is, now, the inner diameter of the through hole 5 of the valve body 4 is d, the length is also f, the friction loss coefficient is f, the density of the air mortar is ρ, the flow velocity in the through hole 5 is υ, and the acceleration of gravity is g. Then, the pressure loss ΔP of the air mortar passing through the through hole 5 is Δp = 4f-Q/d・ρυ2/2g (this is the standard formula shown in general hydraulics), and this pressure loss Δ
P usually changes into thermal energy and increases the temperature of the air mortar, so if the pressure increase due to the water hammer phenomenon is converted to the above ΔP, an abnormal increase in pressure due to the water hammer phenomenon can be avoided. becomes possible.
また、弁体4の貫通孔5は,圧送終了後のパイプライン
の洗浄にも利用される。即ち,パイプラインの上端から
洗浄液を送り込むと、該洗浄液はパイプライン内を洗浄
しながら下降し、本発明特殊逆止4tに達すると、前記
貫通孔5を通り下降して洗浄を容易ならしめるのである
。Further, the through hole 5 of the valve body 4 is also used for cleaning the pipeline after the end of pressure feeding. That is, when the cleaning liquid is sent from the upper end of the pipeline, the cleaning liquid descends while cleaning the inside of the pipeline, and when it reaches the special check 4t of the present invention, it passes through the through hole 5 and descends to facilitate cleaning. be.
尚、上記においては、唯1個の逆止弁について説明した
が、本発明特殊逆止弁は,圧送パイプライン中に複数個
配設してもよく,また、貫通孔5の径の異むるものを順
次配するようにしても良い。Although only one check valve has been described above, a plurality of the special check valves of the present invention may be installed in the pressure pipeline, and the through holes 5 may have different diameters. You may arrange things in order.
本発明特殊逆止弁は上述の通りであって、実施例に示し
たように、高粘性エアモルタル圧送パイプラインの高圧
圧送ボンプ側近くに配設することにより,圧送ポンプの
停止時直後に生じるウォーターハンマー現象の発生を防
ぎ、異常高圧の発生を防止してポンプ吐出弁及び圧送パ
イプの安全を確保できる一方、エアモルタルの圧送作業
終了後の圧送パイプライン中のエアモルタル清掃作業に
際しては、高度差に基づく水の揚程による水頭を利用す
ると共に、弁体の貫通孔を使用して、洗浄液の排出を容
易に行うことが出来る。The special check valve of the present invention is as described above, and as shown in the embodiment, by disposing it near the high-pressure pump side of the high-viscosity air mortar pressure-feeding pipeline, it is possible to prevent the problem from occurring immediately after the pressure-feeding pump stops. While it is possible to prevent the occurrence of water hammer phenomenon and prevent the generation of abnormally high pressure, ensuring the safety of the pump discharge valve and pressure delivery pipe, it is also possible to ensure the safety of the pump discharge valve and pressure delivery pipe. The cleaning liquid can be easily discharged by utilizing the water head due to the difference in water head and by using the through hole of the valve body.
従って、本発明特殊逆止弁は、微小径で強度の高い多量
の空気を含んだ高粘性エアモルタルを圧送するパイプラ
インに配設する逆止弁として好適である。Therefore, the special check valve of the present invention is suitable as a check valve disposed in a pipeline for pumping a highly viscous air mortar containing a large amount of air that has a small diameter and high strength.
図は本発明の実施の一例を示すもので、第1図は第2図
のB−B−B線断面図,第2図は第1図A−A49t断
而矢視図である。
↓・・・下部ケース、2・・・上部ケース、3・・・弁
座,4・・・弁体,5・・・弁体の貫通孔、6・・スト
ツパ、7・・・ストソパの貫通孔、8・・・支柱,9・
・・流路となる空間、C・・・下部パイプ接続部、D・
・・上部パイプ接続部The drawings show an example of the implementation of the present invention, and FIG. 1 is a sectional view taken along the line B--B--B in FIG. 2, and FIG. ↓... Lower case, 2... Upper case, 3... Valve seat, 4... Valve body, 5... Valve body through hole, 6... Stopper, 7... Stroke through hole. Hole, 8... Support, 9...
... Space that becomes a flow path, C ... Lower pipe connection part, D.
・Upper pipe connection part
Claims (1)
体の通路を形成すると共に、中央部に小径の貫通孔を設
けた逆止用の弁体を収装して成ることを特徴とする特殊
逆止弁。1. A special device characterized by forming a fluid passage inside a case with pipe connection parts formed in the upper and lower parts, and housing a check valve body with a small diameter through hole in the center part. non-return valve.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP15676589A JPH0324389A (en) | 1989-06-21 | 1989-06-21 | Special nonreturn valve |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP15676589A JPH0324389A (en) | 1989-06-21 | 1989-06-21 | Special nonreturn valve |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH0324389A true JPH0324389A (en) | 1991-02-01 |
Family
ID=15634825
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP15676589A Pending JPH0324389A (en) | 1989-06-21 | 1989-06-21 | Special nonreturn valve |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH0324389A (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR20080035398A (en) * | 2006-10-19 | 2008-04-23 | 주식회사 유압사랑 | Structure of double pilot check valve for improving on noize characteristic |
-
1989
- 1989-06-21 JP JP15676589A patent/JPH0324389A/en active Pending
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR20080035398A (en) * | 2006-10-19 | 2008-04-23 | 주식회사 유압사랑 | Structure of double pilot check valve for improving on noize characteristic |
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