JPH034862Y2 - - Google Patents
Info
- Publication number
- JPH034862Y2 JPH034862Y2 JP1742886U JP1742886U JPH034862Y2 JP H034862 Y2 JPH034862 Y2 JP H034862Y2 JP 1742886 U JP1742886 U JP 1742886U JP 1742886 U JP1742886 U JP 1742886U JP H034862 Y2 JPH034862 Y2 JP H034862Y2
- Authority
- JP
- Japan
- Prior art keywords
- water
- spherical valve
- passage hole
- hole
- water passage
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired
Links
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 62
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims description 16
- BZHJMEDXRYGGRV-UHFFFAOYSA-N Vinyl chloride Chemical compound ClC=C BZHJMEDXRYGGRV-UHFFFAOYSA-N 0.000 claims description 9
- 229910052742 iron Inorganic materials 0.000 claims description 8
- 239000002184 metal Substances 0.000 claims description 3
- 229910052751 metal Inorganic materials 0.000 claims description 3
- 238000005192 partition Methods 0.000 claims description 3
- 238000000605 extraction Methods 0.000 claims description 2
- 230000002265 prevention Effects 0.000 description 4
- 230000001105 regulatory effect Effects 0.000 description 3
- 239000004576 sand Substances 0.000 description 3
- 238000009825 accumulation Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000012530 fluid Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000012856 packing Methods 0.000 description 1
- 230000002093 peripheral effect Effects 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 239000010865 sewage Substances 0.000 description 1
Landscapes
- Lift Valve (AREA)
Description
【考案の詳細な説明】
(産業上の利用分野)
本考案は造成地内の溜池、貯水槽、及び大型水
槽等における雨水、汚水の流れを調整する流水量
調整装置に係るものである。[Detailed Description of the Invention] (Field of Industrial Application) The present invention relates to a flow rate regulating device that regulates the flow of rainwater and sewage in reservoirs, water tanks, large water tanks, etc. in developed areas.
(従来の技術)
従来この種の装置においては、流水路に介在せ
しめた貯水槽の排水口にスライドゲートを取付
け、同ゲートに垂設された先端にハンドルを有す
るスピンドルを介して前記ゲートによる排水口の
開閉を行ない、流量の調整を行なつていた。(Prior Art) Conventionally, in this type of device, a slide gate is attached to the drain port of a water tank interposed in a flow channel, and the water is drained through the gate via a spindle having a handle at the tip, which is vertically attached to the gate. It opened and closed its mouth to adjust the flow rate.
(考案が解決しようとする問題点)
前記従来の装置においては水深が深くなるとス
ピンドルが長大となり、操作室が拡大され、使用
頻度が少ないのに設備費が嵩む。また地盤の変動
による軸の歪等から、操作が不可能となる場合も
あつた。(Problems to be Solved by the Invention) In the above-mentioned conventional apparatus, as the depth of water increases, the spindle becomes longer and the operation chamber becomes larger, which increases the equipment cost even though it is used less frequently. There were also cases in which operation became impossible due to shaft distortion caused by ground movement.
(問題点を解決するための手段)
本考案はこのような問題点を解決するために提
案されたもので、流水路に介装された貯水槽にお
ける上部流入部と下部流出部とを区画する中間床
に、塩化ビニルパイプを貫挿された通水孔を貫挿
してなる通水孔を形成するとともに、前記通水孔
を開閉する球形バルブの上端部に設けた吊下げ金
具に昇降索の下端を取付けるとともに、前記球形
バルブの下端に、前記通水孔を貫通し且つ下端に
抜出し防止用鉄棒が繋着されたチエンを懸垂して
なることを特徴とする貯水槽における流水量調整
装置に係るものである。(Means for Solving the Problems) The present invention was proposed in order to solve these problems, and is a method of separating an upper inflow part and a lower outflow part in a water storage tank installed in a flow channel. A water passage hole is formed in the intermediate floor by inserting a water passage hole into which a vinyl chloride pipe is inserted, and a lifting cable is attached to a hanging metal fitting provided at the upper end of a spherical valve that opens and closes the water passage hole. A water flow rate adjusting device for a water storage tank, characterized in that a lower end is attached to the spherical valve, and a chain is suspended from the lower end of the spherical valve, passing through the water passage hole and having a pullout prevention iron rod connected to the lower end. This is related.
本考案は前記したように構成されているので、
前記貯水槽より排水する場合、同貯水槽における
上部流入部と下部流出部とを区画する中間床に形
成された通水孔を封塞する球形バルブを、同バル
ブ上端に設けた吊下げ金具に取付けられた昇降索
を上昇させることによつて前記通水孔より離脱せ
しめ、上部流入部に流入した流水を前記通水孔を
経て下部流出部に導入し、同部より排水する。 Since the present invention is constructed as described above,
When draining water from the water tank, a spherical valve that closes a water passage hole formed in the intermediate floor that partitions the upper inflow part and the lower outflow part of the water tank is attached to a hanging metal fitting provided at the upper end of the valve. By raising the attached lifting cable, it is removed from the water passage hole, and the running water that has flowed into the upper inflow part is introduced into the lower outflow part through the water passage hole, and is drained from the same part.
この際、前記球形バルブの下端には前記通水孔
を貫通し、且つ下端に抜出し防止用鉄棒が繋着さ
れたチエンが懸垂されているので、前記昇降索が
過度に巻き上げられようとしたとき、前記鉄棒が
前記中間床における通水孔の下面周縁に係止し、
昇降索の過巻を防止するものである。 At this time, since a chain is suspended at the lower end of the spherical valve that passes through the water hole and has a pull-out prevention iron rod connected to the lower end, if the lifting cable is about to be hoisted up excessively, , the iron rod is locked to the lower peripheral edge of the water hole in the intermediate floor,
This prevents overwinding of the lifting cable.
また前記貯水槽に貯水する場合、前記昇降索を
下降して、同索下端に懸垂された球形バルブが前
記中間床の通水孔に着座することによつて上部流
入部と下部流出部との連絡を遮断し、前記流入部
に貯水するものである。 When storing water in the water tank, the lifting cable is lowered and a spherical valve suspended from the lower end of the cable is seated in the water passage hole of the intermediate floor, thereby connecting the upper inflow part and the lower outflow part. The communication is cut off and water is stored in the inflow section.
この際、前記抜出し防止用鉄棒が繋着されたチ
エンが球形バルブを誘動して通水孔に着座せしめ
るものである。 At this time, the chain to which the iron rod for preventing extraction is connected induces the spherical valve to sit in the water passage hole.
更に前記通水孔は中間床に塩化ビニルパイプを
挿貫した円筒形に形成されているので、貯水池や
沈泥池のように土砂や泥水が流入し、使用頻度も
極端に少ない貯水槽において、通水孔を漏斗状に
した場合におけるように土砂等が堆積してバルブ
が埋設してしまうような惧れがない。 Furthermore, since the water passage hole is formed in a cylindrical shape with a PVC pipe inserted into the intermediate floor, it can be used in water storage tanks such as reservoirs and silt ponds where earth and sand and muddy water flows in and are used extremely infrequently. Unlike when the water hole is shaped like a funnel, there is no risk of the valve being buried due to accumulation of earth and sand.
また前記通水孔が中間床に塩化ビニルパイプを
貫挿して構成されているので、同通水孔内周面を
形成する塩化ビニルパイプ内周面に球形バルブが
緊密に密着して、止水孔を確実に封埜するもので
ある。 In addition, since the water passage hole is constructed by inserting a vinyl chloride pipe into the intermediate floor, the spherical valve is in close contact with the inner circumferential surface of the vinyl chloride pipe that forms the inner circumferential surface of the water passage hole, thereby shutting off water. This is to reliably seal the hole.
(考案の効果)
このように本考案によれば従来のスライドゲー
トとスピンドルとによる流量制御機構に代えて、
貯水槽の上部流入部と下部流出部とを区画する中
間床に塩化ビニルパイプを貫挿して形成した円筒
形の通水孔に着脱する円形バルブと、同バルブを
昇降させる昇降索を使用することによつて、構
造、操作を著しく簡略化し、地盤の変動が生起し
ても、従来のように操作が不可能となるようなこ
とがないようにしたものである。また前記通水孔
が円筒形に形成されたことによつて、球形バルブ
が堆積土砂等に埋設してしまうようなことがな
い。(Effects of the invention) As described above, according to the invention, instead of the conventional flow control mechanism using a slide gate and a spindle,
Using a circular valve that is attached to and removed from a cylindrical water hole formed by inserting a vinyl chloride pipe into the intermediate floor that separates the upper inlet and lower outflow of the water tank, and a lifting cable that raises and lowers the valve. This greatly simplifies the structure and operation, and prevents operations from becoming impossible as in the past even if ground movement occurs. Further, since the water passage hole is formed in a cylindrical shape, there is no possibility that the spherical valve will be buried in accumulated earth and sand.
更にまた前記球形バルブには、下端に抜出し防
止用鉄棒が繋着されたチエンが懸垂されているの
で、同チエンは球形バルブを前記通水孔に着座す
る際の案内部材の用を果すとともに、前記鉄棒は
昇降索の過巻を防止するものである。 Furthermore, a chain having a pull-out prevention iron rod attached to the lower end is suspended from the spherical valve, so that the chain serves as a guide member when seating the spherical valve in the water passage hole, and The iron rod prevents the lifting cable from being overwound.
(実施例) 以下本考案を図示の実施例について説明する。(Example) The present invention will be described below with reference to the illustrated embodiments.
1は造成地内に配設された貯水槽で、上部流入
部1Aと下部流出部1Bとを区画する中間床2が
配設されている。 Reference numeral 1 denotes a water storage tank disposed within a developed area, and an intermediate floor 2 is disposed to partition an upper inflow portion 1A and a lower outflow portion 1B.
3は前記上部流入部1Aに配設された流入口、
4は同流入口3に配設されたスクリーン、5は前
記下部流出部1Bに接続された流出管である。 3 is an inlet provided in the upper inflow portion 1A;
4 is a screen disposed at the inlet 3, and 5 is an outflow pipe connected to the lower outflow portion 1B.
前記中間床2には塩化ビニルパイプ6が貫挿さ
れた円形の通水孔7が形成され、前記中間床2上
における通水孔7の周囲に軟質塩化ビニル板8が
層着されている。 A circular water hole 7 into which a vinyl chloride pipe 6 is inserted is formed in the intermediate floor 2, and a soft vinyl chloride plate 8 is layered around the water hole 7 on the intermediate floor 2.
前記通水孔7には塩化ビニル製の球形バルブ9
が開閉自在に装架され、同球形バルブ9は昇降索
10の先端に吊下げ金具11を介して懸吊されて
いる。 A spherical valve 9 made of vinyl chloride is provided in the water hole 7.
The spherical valve 9 is suspended from the tip of the lifting cable 10 via a hanging fitting 11.
図中12は昇降索10の案内用ローラである。 In the figure, 12 is a guide roller for the lifting cable 10.
また球形バルブ9の下端部には通水孔7を貫通
し、下端に抜出し防止用鉄棒13が繋着されたチ
エン14が懸垂されている。 Further, a chain 14 is suspended from the lower end of the spherical valve 9, passing through the water passage hole 7 and having a pull-out prevention iron rod 13 connected to the lower end.
図示の実施例は前記したように構成されている
ので、球形バルブ9が中間床2の通水孔7に着座
する第1図に示す止水状態から、第2図に示すよ
うに昇降索10を巻上げて球形バルブ9を通水孔
7より上方に離脱させると、上部流入部1A内の
流体は通水孔7を介して下部流出部1Bに入り、
流出管5より排出される。 Since the illustrated embodiment is configured as described above, from the water cutoff state shown in FIG. When the spherical valve 9 is lifted up and removed above the water passage hole 7, the fluid in the upper inflow part 1A enters the lower outflow part 1B through the water passage hole 7.
It is discharged from the outflow pipe 5.
また昇降索10を下降して球形バルブ9を通水
孔7に着座させると、第1図に示す止水状態とな
る。 Further, when the lifting cable 10 is lowered and the spherical valve 9 is seated in the water passage hole 7, the water stops as shown in FIG. 1.
このように前記実施例によれば従来のスライド
ゲートとスピンドルとによる流量制御機構に代え
て球形バルブ9と昇降索10とよりなる流量制御
機構を使用し、同昇降索10を昇降して球形バル
ブ9を中間床2に設けた通水孔7に着脱せしめる
ことによつて流水量を調整するようにしたので、
構造、操作が著しく簡略化され、地盤の変動が生
じても支障なく流量制御を行なうことができる。 In this way, according to the embodiment, instead of the conventional flow control mechanism using a slide gate and a spindle, a flow control mechanism consisting of a spherical valve 9 and a lifting cable 10 is used, and the lifting cable 10 is raised and lowered to control the spherical valve. 9 is attached to and detached from the water passage hole 7 provided in the intermediate floor 2 to adjust the amount of water flowing.
The structure and operation are significantly simplified, and the flow rate can be controlled without any problems even if ground movement occurs.
第3図は地上から流出渠へ流れる水路の流水量
調整装置に本考案を適用した場合を示し、流出渠
15に連通する垂直のヒユーム管16を使用し、
流出渠15に対する通水孔を形成する前記ヒユー
管16の上端開口部に昇降索10に懸吊された球
形バルブ9を着脱自在に装架したものである。 FIG. 3 shows a case in which the present invention is applied to a flow rate regulating device for a waterway flowing from the ground to an outflow culvert, in which a vertical hump pipe 16 communicating with the outflow culvert 15 is used,
A spherical valve 9 suspended from a lifting cable 10 is detachably mounted at the upper end opening of the hue pipe 16 which forms a water passage hole for the outflow conduit 15.
図中17は軟質塩化ビニル板よりなるパツキン
グ、18はヒユーム管16外周の補強コンクリー
ト、その他、図中前記実施例と均等部分には同一
符号が附されている。 In the figure, reference numeral 17 denotes a packing made of a soft vinyl chloride plate, reference numeral 18 denotes reinforcing concrete around the outer periphery of the humid pipe 16, and other parts in the figure that are equivalent to those of the previous embodiment are given the same reference numerals.
第1図及び第2図は夫々本考案に係る貯水槽に
おける流水量調整装置の一実施例の止水状態並に
排水状態を示す縦断面図、第3図は本考案の他の
実施例を示す縦断面図である。
1……貯水槽、1A……上部流入部、1B……
下部流出部、2……中間床、7……通水孔、9…
…球形バルブ、10……昇降索。
FIGS. 1 and 2 are longitudinal sectional views showing a water stop state and a draining state of an embodiment of the water flow rate regulating device in a water storage tank according to the present invention, respectively, and FIG. 3 is a longitudinal sectional view showing another embodiment of the present invention. FIG. 1...Water tank, 1A...Upper inflow section, 1B...
Lower outflow section, 2... Intermediate floor, 7... Water hole, 9...
... Spherical valve, 10... Lifting cable.
Claims (1)
と下部流出部とを区画する中間床に、塩化ビニル
パイプを貫挿された通水孔を貫挿してなる通水孔
を形成するとともに、前記通水孔を開閉する球形
バルブの上端部に設けた吊下げ金具に昇降索の下
端を取付けるとともに、前記球形バルブの下端
に、前記通水孔を貫通し且つ下端に抜出し防止用
鉄棒が繋着されたチエンを懸垂してなることを特
徴とする貯水槽における流水量調整装置。 A water passage hole formed by inserting a water passage hole into which a vinyl chloride pipe is inserted is formed in an intermediate floor that partitions an upper inflow part and a lower outflow part in a water storage tank interposed in a flow channel, and The lower end of the lifting cable is attached to the hanging metal fitting provided at the upper end of the spherical valve that opens and closes the water hole, and an iron rod for preventing extraction is connected to the lower end of the spherical valve and passes through the water hole. A water flow rate adjusting device for a water storage tank, characterized in that it is formed by suspending a suspended chain.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1742886U JPH034862Y2 (en) | 1986-02-12 | 1986-02-12 |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1742886U JPH034862Y2 (en) | 1986-02-12 | 1986-02-12 |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS62130266U JPS62130266U (en) | 1987-08-17 |
| JPH034862Y2 true JPH034862Y2 (en) | 1991-02-07 |
Family
ID=30810180
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP1742886U Expired JPH034862Y2 (en) | 1986-02-12 | 1986-02-12 |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH034862Y2 (en) |
-
1986
- 1986-02-12 JP JP1742886U patent/JPH034862Y2/ja not_active Expired
Also Published As
| Publication number | Publication date |
|---|---|
| JPS62130266U (en) | 1987-08-17 |
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