JPS6013111A - Double tube type variable pressure quantitative water supply system - Google Patents
Double tube type variable pressure quantitative water supply systemInfo
- Publication number
- JPS6013111A JPS6013111A JP11708783A JP11708783A JPS6013111A JP S6013111 A JPS6013111 A JP S6013111A JP 11708783 A JP11708783 A JP 11708783A JP 11708783 A JP11708783 A JP 11708783A JP S6013111 A JPS6013111 A JP S6013111A
- Authority
- JP
- Japan
- Prior art keywords
- water
- water injection
- pipe
- water supply
- pressure
- 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
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D19/00—Keeping dry foundation sites or other areas in the ground
- E02D19/06—Restraining of underground water
- E02D19/10—Restraining of underground water by lowering level of ground water
Abstract
Description
【発明の詳細な説明】
この発明はスル−ナー（聞１−１部）４を有するケーシ
ングパイプ３と注水用パイプ９との２重管構造で、パル
プ７と圧力ゲージ８により圧力調整をｎｆ能とし、注水
能力を向上させた２重管式変圧定ａ、 ７１水方法に関
するものである。DETAILED DESCRIPTION OF THE INVENTION This invention has a double pipe structure of a casing pipe 3 having a throughner (1-1 part) 4 and a water injection pipe 9, and the pressure is adjusted by a pulp 7 and a pressure gauge 8. This paper relates to a double pipe type variable pressure constant a, 71 water method that improves water injection capacity.
近年、地下水利用策の増大と不透水性構造物（ビルや道
路なと）により地盤が被覆されたため地Ｆ水のかん養量
が少なくなっており、地漏沈１：′など種々の悪影響を
及ぼずに至っている。そこで人工かん養の必要性が唱え
られるようになった。In recent years, due to the increase in groundwater utilization measures and the covering of the ground with impermeable structures (buildings, roads, etc.), the amount of recharge of ground F water has decreased, and there are no negative effects such as ground leakage 1:'. It has reached this point. Therefore, the need for artificial replenishment began to be advocated.
従来、第１図の断面図に示すような地下水還元のための
単管式定圧変量注水方法が考案されている０選元すべき
水は給水タンク１から送水性２によりケーシングパイプ
３に至り、ストレーナ−（開口部）４よりフィルター利
５を通じて地中に浸透する。しかし、この方法では注水
水頭か給水タンク１の設置高さにより定められ注水圧力
（注水水頭）調整を講しることかでさない。よっ１数ケ
月後には目詰りによるＩ主水員の減少かｍζＪられなか
った。また単管式であることから有効注水ハニカがケー
シングパイプ３上部に集中し、スル−ナー（開口部ン４
の位置に１・分なイーＩ効７＋水圧力が（！１られない
ため注水量が少ない効率の悪いものであった。この注水
能力に関する信頼性の欠如から。Conventionally, a single-pipe constant-pressure variable water injection method has been devised for groundwater restoration as shown in the cross-sectional view of FIG. It permeates into the ground from a strainer (opening) 4 through a filter 5. However, in this method, the water injection pressure (water injection head) must be adjusted depending on the water injection head or the installation height of the water supply tank 1. After a few months, the number of main sailors was reduced due to clogging, and the number of crew members could not be recovered. In addition, since it is a single pipe type, effective water injection is concentrated at the upper part of the casing pipe 3, and the throughner (opening 4)
The water injection amount was low and the efficiency was poor because the 1 minute E I effect 7 + water pressure (!1) could not be applied to the position.This was due to the lack of reliability regarding the water injection ability.
恒久的な使用が不可能であり実施例も少ないのが現状で
ある。At present, it is impossible to use it permanently and there are few examples.
本発明は、従来の注水方法が持つ以上のような欠点を除
去しイａ頼性の高い注水方法を提供側ることを目的とす
る。以下、実施例として図面を参照しながら説明する。An object of the present invention is to eliminate the above-mentioned drawbacks of conventional water injection methods and provide a highly reliable water injection method. Examples will be described below with reference to the drawings.
第２図は本発明のｍｉ面図である。Ｍ元すべき水は給水
クンク１内に股とされた送水ポンプ６で加圧され、送水
管２．パルプ７、注水用パイプ９かもケーシングパイプ
３に至り、ストレーナ−（開ｕ＊ＩＩ）４よりフィルタ
ー月５を通して地中に浸透する。FIG. 2 is a mi-plane view of the present invention. The water to be extracted is pressurized by a water pump 6 installed in the water supply tank 1, and then transferred to a water pipe 2. The pulp 7 and the water injection pipe 9 also reach the casing pipe 3, and permeate into the ground from the strainer (open U*II) 4 through the filter 5.
従来の注水方法と違う点は次の通りである。The differences from the conventional water injection method are as follows.
＜ −ｒ ）給水クンクｌ内に送水ポンプ６を設置し還
元すべき水を加圧して送水する。<-r) A water pump 6 is installed in the water supply chamber 1, and the water to be reduced is pressurized and sent.
（ロ）送水管２の途中にパルプ７を設け、圧力ゲージ８
とで注水圧力（注水水頭）の調整を行う。(b) A pulp 7 is installed in the middle of the water pipe 2, and a pressure gauge 8
Adjust the water injection pressure (water injection head) with and.
（ハ）グーシンクパイプ３内に注水用パイプ９を設けて
２ｆｆｉ管構造とする。(c) A water injection pipe 9 is provided inside the goo sink pipe 3 to create a 2ffi pipe structure.
この２爪管変圧定量注水方法を採用することで注水用パ
イプ９の先端すなわちケーシングパイプの一トカから逆
流注水することになり、有効注水圧力がストレー六−（
聞ＩＪ部）４の位置に集中しＩ」ユ水能力が大幅に向上
する。また、パルプ７と圧力ゲージ８でＪｌｌａに応じ
た注水圧力（注水水頭ンに調整することが可能で、注水
圧力（注水水頭）がゼロになった段階で注水量が一定と
なり長期間にわたり維持できる。By adopting this two-claw tube variable pressure constant water injection method, water is injected in a reverse flow from the tip of the water injection pipe 9, that is, from one side of the casing pipe, and the effective water injection pressure is reduced to
Concentrate on position 4 (IJ part), and your water ability will be greatly improved. In addition, it is possible to adjust the water injection pressure (water injection head) according to Jlla with the pulp 7 and pressure gauge 8, and when the water injection pressure (water injection head) reaches zero, the water injection amount becomes constant and can be maintained for a long period of time. .
本発明は、上述のような効果により恒久的なものとして
使用できる特徴を有するものである。これは地ド水還元
５１画がより確実なものとなり、４後の地下水保全対策
において有益な手段になると考える。The present invention has the feature that it can be used permanently due to the above-mentioned effects. We believe that this will make land water restoration more reliable and will be a useful means for groundwater conservation measures after the fourth stage.
図は注水方法の実施例を示すもので、第１図は従来の注
水方法に関する断面図、第２図はこの発明の注水方法に
関する断面図である。
ｌ・・・給水クンク、２・・・送水省、３・・・ケーシ
ングパ・ｆプ、４・・・スル−ナー（聞１１部ン、５・
・・フィルター劇、６・・・送水ポンプ、７・・・パル
プ。
８・・・圧力ゲージ、９・・・注水用パイプ特許出願人
安 ｆｆｔｉ 文 〜
第１図
廖２図The drawings show an embodiment of the water injection method; FIG. 1 is a sectional view of the conventional water injection method, and FIG. 2 is a sectional view of the water injection method of the present invention. l...Water supply kunku, 2...Ministry of water supply, 3...Casing pump, 4...Thruner (11 parts), 5...
...filter play, 6...water pump, 7...pulp. 8...Pressure gauge, 9...Water injection pipe Patent applicant An ffti text ~ Figure 1 Liao Figure 2
Claims (1)
イプ３と注水用パイプ９との２重管構造で、 ？」二本
パイプ９の先端から逆流）主水でさるようにした２重管
式変圧定量注水方法。 ２、注水時の圧力調整をＤ（能とするために、送水ポン
プ６とパルプ７および圧力ゲージ８を設けた１１．！許
請求の範囲第１項の２重管式変圧定旦江水方法。[Claims] 1. A double pipe structure consisting of a casing pipe 3 having a throughner (1-1 part) 4 and a water injection pipe 9; A double-pipe variable-pressure fixed-quantity water injection method that uses main water (reverse flow from the tip of the two pipes 9). 2. In order to adjust the pressure at the time of water injection, a water pump 6, a pulp 7, and a pressure gauge 8 are provided.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP11708783A JPS6013111A (en) | 1983-06-30 | 1983-06-30 | Double tube type variable pressure quantitative water supply system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP11708783A JPS6013111A (en) | 1983-06-30 | 1983-06-30 | Double tube type variable pressure quantitative water supply system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPS6013111A true JPS6013111A (en) | 1985-01-23 |
Family
ID=14703066
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP11708783A Pending JPS6013111A (en) | 1983-06-30 | 1983-06-30 | Double tube type variable pressure quantitative water supply system |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS6013111A (en) |
Cited By (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105714841A (en) * | 2016-04-06 | 2016-06-29 | 中国地质科学院探矿工艺研究所 | Siphon drainage device for geological crack |
| US9610112B2 (en) | 2013-03-15 | 2017-04-04 | Myoscience, Inc. | Cryogenic enhancement of joint function, alleviation of joint stiffness and/or alleviation of pain associated with osteoarthritis |
| US9668800B2 (en) | 2013-03-15 | 2017-06-06 | Myoscience, Inc. | Methods and systems for treatment of spasticity |
| CN107100181A (en) * | 2017-05-09 | 2017-08-29 | 黄坤坤 | " being cheated in hole " two grades of relay precipitation systems and its method for blocking |
| US9907693B2 (en) | 2007-11-14 | 2018-03-06 | Myoscience, Inc. | Pain management using cryogenic remodeling |
| US10085881B2 (en) | 2013-03-15 | 2018-10-02 | Myoscience, Inc. | Methods, systems, and devices for treating neuromas, fibromas, nerve entrapment, and/or pain associated therewith |
| US10130409B2 (en) | 2013-11-05 | 2018-11-20 | Myoscience, Inc. | Secure cryosurgical treatment system |
| US10188444B2 (en) | 2012-01-13 | 2019-01-29 | Myoscience, Inc. | Skin protection for subdermal cryogenic remodeling for cosmetic and other treatments |
| US10213244B2 (en) | 2012-01-13 | 2019-02-26 | Myoscience, Inc. | Cryogenic needle with freeze zone regulation |
| CN110055986A (en) * | 2019-03-14 | 2019-07-26 | 姚燕明 | It is a kind of for determining the classification classification and Multipurpose Optimal Method of foundation pit artesian water control program |
| US10363080B2 (en) | 2005-05-20 | 2019-07-30 | Pacira Cryotech, Inc. | Subdermal cryogenic remodeling of muscles, nerves, connective tissue, and/or adipose tissue (fat) |
| CN110528546A (en) * | 2019-08-09 | 2019-12-03 | 天津建工城市建设发展有限公司 | Bottom plate plugging dewatering well construction method is worn in a kind of foundation pit |
| US10888366B2 (en) | 2013-03-15 | 2021-01-12 | Pacira Cryotech, Inc. | Cryogenic blunt dissection methods and devices |
Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS51110808A (en) * | 1975-03-25 | 1976-09-30 | Kensetsu Kikaku Consultant Kk | Jibankairyokoho oyobi koreojitsushisuruhaisuiyozairyo |
-
1983
- 1983-06-30 JP JP11708783A patent/JPS6013111A/en active Pending
Patent Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS51110808A (en) * | 1975-03-25 | 1976-09-30 | Kensetsu Kikaku Consultant Kk | Jibankairyokoho oyobi koreojitsushisuruhaisuiyozairyo |
Cited By (27)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US11350979B2 (en) | 2005-05-20 | 2022-06-07 | Pacira Cryotech, Inc. | Subdermal cryogenic remodeling of muscles, nerves, connective tissue, and/or adipose tissue (fat) |
| US10363080B2 (en) | 2005-05-20 | 2019-07-30 | Pacira Cryotech, Inc. | Subdermal cryogenic remodeling of muscles, nerves, connective tissue, and/or adipose tissue (fat) |
| US11672694B2 (en) | 2007-11-14 | 2023-06-13 | Pacira Cryotech, Inc. | Pain management using cryogenic remodeling |
| US9907693B2 (en) | 2007-11-14 | 2018-03-06 | Myoscience, Inc. | Pain management using cryogenic remodeling |
| US10869779B2 (en) | 2007-11-14 | 2020-12-22 | Pacira Cryotech, Inc. | Pain management using cryogenic remodeling |
| US10864112B2 (en) | 2007-11-14 | 2020-12-15 | Pacira Cryotech, Inc. | Pain management using cryogenic remodeling |
| US10188444B2 (en) | 2012-01-13 | 2019-01-29 | Myoscience, Inc. | Skin protection for subdermal cryogenic remodeling for cosmetic and other treatments |
| US11857239B2 (en) | 2012-01-13 | 2024-01-02 | Pacira Cryotech, Inc. | Cryogenic needle with freeze zone regulation |
| US10213244B2 (en) | 2012-01-13 | 2019-02-26 | Myoscience, Inc. | Cryogenic needle with freeze zone regulation |
| US10888366B2 (en) | 2013-03-15 | 2021-01-12 | Pacira Cryotech, Inc. | Cryogenic blunt dissection methods and devices |
| US10085881B2 (en) | 2013-03-15 | 2018-10-02 | Myoscience, Inc. | Methods, systems, and devices for treating neuromas, fibromas, nerve entrapment, and/or pain associated therewith |
| US10314739B2 (en) | 2013-03-15 | 2019-06-11 | Myoscience, Inc. | Methods and devices for pain management |
| US11865038B2 (en) | 2013-03-15 | 2024-01-09 | Pacira Cryotech, Inc. | Methods, systems, and devices for treating nerve spasticity |
| US10085789B2 (en) | 2013-03-15 | 2018-10-02 | Myoscience, Inc. | Methods and systems for treatment of occipital neuralgia |
| US9610112B2 (en) | 2013-03-15 | 2017-04-04 | Myoscience, Inc. | Cryogenic enhancement of joint function, alleviation of joint stiffness and/or alleviation of pain associated with osteoarthritis |
| US11642241B2 (en) | 2013-03-15 | 2023-05-09 | Pacira Cryotech, Inc. | Cryogenic enhancement of joint function, alleviation of joint stiffness and/or alleviation of pain associated with osteoarthritis |
| US9668800B2 (en) | 2013-03-15 | 2017-06-06 | Myoscience, Inc. | Methods and systems for treatment of spasticity |
| US10016229B2 (en) | 2013-03-15 | 2018-07-10 | Myoscience, Inc. | Methods and systems for treatment of occipital neuralgia |
| US11253393B2 (en) | 2013-03-15 | 2022-02-22 | Pacira Cryotech, Inc. | Methods, systems, and devices for treating neuromas, fibromas, nerve entrapment, and/or pain associated therewith |
| US11134999B2 (en) | 2013-03-15 | 2021-10-05 | Pacira Cryotech, Inc. | Methods and systems for treatment of occipital neuralgia |
| US10130409B2 (en) | 2013-11-05 | 2018-11-20 | Myoscience, Inc. | Secure cryosurgical treatment system |
| US11690661B2 (en) | 2013-11-05 | 2023-07-04 | Pacira Cryotech, Inc. | Secure cryosurgical treatment system |
| US10864033B2 (en) | 2013-11-05 | 2020-12-15 | Pacira Cryotech, Inc. | Secure cryosurgical treatment system |
| CN105714841A (en) * | 2016-04-06 | 2016-06-29 | 中国地质科学院探矿工艺研究所 | Siphon drainage device for geological crack |
| CN107100181A (en) * | 2017-05-09 | 2017-08-29 | 黄坤坤 | " being cheated in hole " two grades of relay precipitation systems and its method for blocking |
| CN110055986A (en) * | 2019-03-14 | 2019-07-26 | 姚燕明 | It is a kind of for determining the classification classification and Multipurpose Optimal Method of foundation pit artesian water control program |
| CN110528546A (en) * | 2019-08-09 | 2019-12-03 | 天津建工城市建设发展有限公司 | Bottom plate plugging dewatering well construction method is worn in a kind of foundation pit |
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