JPS5826449B2 - Well point construction method and water and sand separation tank used for this method - Google Patents
Well point construction method and water and sand separation tank used for this methodInfo
- Publication number
- JPS5826449B2 JPS5826449B2 JP109680A JP109680A JPS5826449B2 JP S5826449 B2 JPS5826449 B2 JP S5826449B2 JP 109680 A JP109680 A JP 109680A JP 109680 A JP109680 A JP 109680A JP S5826449 B2 JPS5826449 B2 JP S5826449B2
- Authority
- JP
- Japan
- Prior art keywords
- water
- tank
- sand
- vacuum pump
- well point
- 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 title claims description 73
- 239000004576 sand Substances 0.000 title claims description 25
- 238000000926 separation method Methods 0.000 title claims description 12
- 238000010276 construction Methods 0.000 title claims description 10
- 238000000034 method Methods 0.000 title 1
- 239000003673 groundwater Substances 0.000 claims description 5
- 239000002351 wastewater Substances 0.000 claims description 4
- 230000007547 defect Effects 0.000 description 2
- 238000005192 partition Methods 0.000 description 2
- 238000007796 conventional method Methods 0.000 description 1
- 238000010992 reflux Methods 0.000 description 1
Landscapes
- Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
Description
【発明の詳細な説明】
本発明はウェルポイント工法およびこれに使用する水と
砂の分離用タンクに関するものである。DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a well point construction method and a tank for separating water and sand used therein.
地下水位が高い軟弱な地盤における土木工事の際に行わ
れる従来のウェルポイント工法においては、真空ポンプ
への補給水をノツチタンクから供給する構造のものを普
通とするため、ノツチタンクを真空ポンプに近接して設
置する必要があり、その結果ノツチタンクに送り込まれ
た地下水はノツチタンクの水玉によってのみ排水される
こととなるため、排水設備のある場所まで排水させるこ
とが困難な場合が多く、そのため、ノツチタンクから排
出された水がウェルポイント装置附近に溜まり、各種の
作業に支障をきたす欠陥がある。In the conventional well point construction method, which is used during civil engineering work on soft ground with high groundwater levels, the nottsuchi tank is usually placed close to the vacuum pump to supply make-up water to the vacuum pump from the nottsuchi tank. As a result, the groundwater pumped into Notsuchi Tank is drained only by the droplets in Notsuchi Tank, so it is often difficult to drain water to a place with drainage equipment, so it is difficult to drain water from Notsuchi Tank. There is a defect in which water collected near the well point device causes problems in various operations.
本発明は前記のような欠陥のないウェルポイント工法お
よびこれに使用する水と砂の分離用タンクを目的として
完成されたもので、以下、図示のウェルポイント装置を
実施例として詳細に説明する。The present invention was completed with the object of the above-mentioned defect-free well point construction method and a tank for separating water and sand used therein.Hereinafter, the illustrated well point device will be described in detail as an example.
1は地中に埋挿されるウェルポイントであって、該ウェ
ルポイント1を夫々下端に付設した各ライザーパイプ2
はヘッダーパイプ3に所要の間隔をおいて配設され、該
ヘッダーパイプ3には水に混って吸上げられる空気を分
離するセパレータタンク4を介して排水ポンプ5が接続
されている。1 is a well point buried underground, and each riser pipe 2 has the well point 1 attached to its lower end.
are arranged at required intervals in the header pipe 3, and a drainage pump 5 is connected to the header pipe 3 via a separator tank 4 that separates air mixed with water and sucked up.
また、該セパレータタンク4に取付けた吸引管6は真空
ポンプ7の吸引口ICに接続され、さらに、前記の排水
ポンプ5に連結した吐出管8には真空ポンプ7に近い位
置で分岐管9を分岐させて該分岐管9には水と砂の分離
用タンク10の水入口13が接続されている。The suction pipe 6 attached to the separator tank 4 is connected to the suction port IC of the vacuum pump 7, and a branch pipe 9 is connected to the discharge pipe 8 connected to the drainage pump 5 at a position close to the vacuum pump 7. The branch pipe 9 is connected to a water inlet 13 of a tank 10 for separating water and sand.
なお、この水と砂の分離用タンク10を詳細に説明すれ
ば、箱形のタンク主体10a内に通水路20aを下方に
残し仕切板20を張設して該通水路20aをもって連通
される室10 b t 10 cを区画して設け、この
一方の室10bにはその底部内面に堰板19をもってす
る砂分離用の屈曲路を形成するとともに側壁部に溢水口
15と水入口13を上下に配設腰また、他方の室10c
の側壁部には戻り水受口18と補給水供給口17を上下
に配設し、さらに、溢水口15にはフロート弁14とし
て例えば上面に水流入口22を複数個配設した溢水トラ
フ24の一端を接続させるとともに該溢水トラフ24の
上面にフロート25付の弁板23を枢動自在に添装しで
ある。In addition, if this tank 10 for separating water and sand is explained in detail, a water passage 20a is left below in the box-shaped tank main body 10a, and a partition plate 20 is stretched, and a chamber is connected by the water passage 20a. 10 b t 10 c are partitioned, and one of the chambers 10 b has a bent path for sand separation with a weir plate 19 on the inner surface of the bottom, and an overflow port 15 and a water inlet 13 are provided vertically on the side wall. Also, the other chamber 10c
A return water inlet 18 and a make-up water supply inlet 17 are disposed vertically on the side wall of the trough, and the overflow trough 24 is provided with a plurality of water inlets 22 on its upper surface as a float valve 14 at the overflow inlet 15. One end is connected to the overflow trough 24, and a valve plate 23 with a float 25 is pivotally attached to the upper surface of the overflow trough 24.
さらに、前記水と砂の分離用タンク1oの前記補給水供
給口17と戻り水受口18には真空ポンプ7の補給水受
ロアaと排気ロアbとを接続管11 、11’をもって
接続して真空ポンプ7に砂を含まない水を補給するとと
もに排気に混って排気ロアbより排出される水を前記水
と砂の分離用タンク10に還流させるようになっており
、また、前記吐出管8の先端は排水設備に近接させて設
置した排水用のノツチタンク12に接続して揚水量を測
定したうえ排水させるようになっている。Further, the make-up water receiving lower a and the exhaust lower b of the vacuum pump 7 are connected to the make-up water supply port 17 and the return water inlet 18 of the water and sand separation tank 1o through connection pipes 11 and 11'. The vacuum pump 7 is supplied with sand-free water, and the water mixed with the exhaust gas and discharged from the exhaust lower b is returned to the water and sand separation tank 10. The tip of the pipe 8 is connected to a drainage notch tank 12 installed close to drainage equipment, and the water is drained after measuring the amount of water pumped up.
なお、図中21は分離用タンク1oに施蓋される蓋であ
る。Note that 21 in the figure is a lid that is placed on the separation tank 1o.
このように構成きれたウェルポイント装置を用いて地下
水を排水するには、在来のウェルポイント装置を使用す
る場合と同様に排水ポンプ5と真空ポンプ7を作動させ
て地中に埋挿されているウェルポイント1から地下水を
強制的に吸上げれば、水に混って吸上げられる空気はセ
パレータタンク4で分離されて吸引管6を通じ真空ポン
プ7に吸引され、また、セパレータタンク4内の水は排
水ポンプ5により吐出管8を通って7ツチタンク12に
送水されて排出されることは在来のウェルポイント工法
と同様であるが、本発明では吐出管8を通る水の一部が
分岐管9から水入口13を経て水と砂の分離用タンク1
o内に送り込まれ、この水の中に混在している砂は一方
の室1ob内で堰板19と仕切板20により堰止められ
て砂を含まない水のみが通水路20aを通じ他方の室I
Qcに送られて補給水供給口17から補給水として一
方の接続管11を通じ真空ポンプ7の補給水受ロアaに
供給されてこの真空ポンプ7の冷却とシールを行い、真
空ポンプ7の補給水の一部は排気ロアbから他方の接続
管11′を通って戻り水受口18に循環回収されて前記
水と砂の分離用タンク10内に貯留され、また、この分
離用タンク1゜内の水の水位が上昇して該水がフロート
弁14に作用するようになると、フロート25は弁板2
3を伴って浮上して前記の水流人口22を開状態にする
から、フロート弁14上にきた溢流水は各水流人口22
から溢水トラフ24内に入り溢水口15から還流管16
を通りヘッダーパイプ3に戻され、再び吸引されてセパ
レータタンク4に送り込まれる。In order to drain underground water using the well point device configured as described above, the drain pump 5 and the vacuum pump 7 are operated in the same way as when using a conventional well point device. When groundwater is forcibly sucked up from the well point 1 where the groundwater is, the air mixed with the water and sucked up is separated by the separator tank 4 and sucked into the vacuum pump 7 through the suction pipe 6, and the water in the separator tank 4 is It is similar to the conventional well point construction method that the water is sent to the seven-tube tank 12 through the discharge pipe 8 by the drainage pump 5 and discharged, but in the present invention, a part of the water passing through the discharge pipe 8 is transferred to the branch pipe. 9 to water and sand separation tank 1 via water inlet 13
The sand mixed in this water is dammed by the weir plate 19 and the partition plate 20 in one chamber 1ob, and only the water containing no sand passes through the water passage 20a to the other chamber I.
Qc and is supplied as makeup water from the makeup water supply port 17 to the makeup water receiving lower a of the vacuum pump 7 through one connecting pipe 11 to cool and seal the vacuum pump 7. A part of the water is circulated and collected from the exhaust lower b through the other connecting pipe 11' to the return water inlet 18 and stored in the water and sand separation tank 10. When the water level rises and the water comes to act on the float valve 14, the float 25 moves against the valve plate 2.
3 and floats to open the water flow population 22, so the overflow water that has come onto the float valve 14 flows through each water flow population 22.
The water enters the overflow trough 24 from the overflow port 15 and flows into the reflux pipe 16.
is returned to the header pipe 3, sucked again, and sent to the separator tank 4.
即ち、第1の発明は真空ポンプに使用される補給水は従
来のように7ツチタンクから送らずに真空ポンプに近い
位置で吐出管より分岐させた分岐管を通じ水と砂の分離
用タンク1oに送られる排水の一部を使用するようにし
たから、ノツチタンクを排水設備に近接した場所に設置
できてウェルポイント装置の近辺に排水を漏らすことが
なくて作業に伺ら支障を生じないものである。That is, in the first invention, the make-up water used for the vacuum pump is not sent from the seven tanks as in the conventional method, but is sent to the tank 1o for separating water and sand through a branch pipe branched from the discharge pipe at a position near the vacuum pump. Since a portion of the wastewater sent is used, the Nottsu tank can be installed close to the drainage equipment, and there is no possibility of any wastewater leaking into the vicinity of the Wellpoint device, which will not cause any problems during work. .
さらに、第2の発明は極めて簡単な構造で吐出管より分
岐導入される排水の一部から砂を除去して真空ポンプへ
砂が入り込むことを防止するとともに溢水を防止できる
から、真空ポンプ7には砂を含まない清水のみが供給で
きて真空ポンプ7の耐久性を著しく増すことができるう
えに溢水による被害を適確に防止できる利点がある。Furthermore, the second invention has an extremely simple structure that removes sand from a part of the wastewater that is branched in from the discharge pipe, thereby preventing sand from entering the vacuum pump and preventing water from overflowing. This has the advantage of being able to supply only clean water that does not contain sand, significantly increasing the durability of the vacuum pump 7, and also being able to accurately prevent damage caused by water overflow.
本発明は前記実施例による説明によっても明らかなよう
に、ノツチタンクから排出された水がウェルポイント装
置附近に溜って作業に支障をきたす従来のウェルポイン
ト工法の欠陥が一掃できるウェルポイント工法およびこ
れに使用する水と砂の分離用タンクとして業界にもたら
すところ極めて大なものである。As is clear from the description of the above-mentioned embodiments, the present invention is directed to a well-point construction method that can eliminate the defects of the conventional well-point construction method in which water discharged from a notch tank accumulates near the well-point device and hinders work. It is of great value to the industry as a tank for separating water and sand.
第1図は本発明工法を実施する装置の1例を示す一部切
欠斜視図、第2図は水と砂の分離用タンクの一部切欠斜
視図である。
1:ウェルポイント、2:ライザーパイプ、3:ヘッダ
ーパイプ、4:セパレータタンク、5:排水ポンプ、7
:真空ポンプ、8:吐出管、9:分岐管、10:水と砂
の分離用タンク、10a:タンク主体、10bニ一方の
室、10c:他方の室、13:水入口、14:フロート
弁、15:溢水口、17:補給水供給口、18:戻り水
受口、19:堰板、20a:通水路。FIG. 1 is a partially cutaway perspective view showing an example of an apparatus for carrying out the construction method of the present invention, and FIG. 2 is a partially cutaway perspective view of a tank for separating water and sand. 1: Well point, 2: Riser pipe, 3: Header pipe, 4: Separator tank, 5: Drain pump, 7
: Vacuum pump, 8: Discharge pipe, 9: Branch pipe, 10: Water and sand separation tank, 10a: Tank main body, 10b one chamber, 10c: other chamber, 13: water inlet, 14: float valve , 15: Overflow port, 17: Make-up water supply port, 18: Return water inlet, 19: Weir plate, 20a: Water passage.
Claims (1)
ヘッダーパイプ3に水に混って吸上げられる空気を分離
するセパレータタンク4を介して排水ポンプ5を接続す
るとともに該セパレータタンク4に取付けた吸引管6を
真空ポンプ7の吸引ロアcに接続させて地中に埋挿させ
た前記ウェルポイント1から地下水を前記排水ポンプ5
に連結される吐出管8を通じ排水するようにしたウェル
ポイント工法において、前記真空ポンプ7に近い位置で
前記吐出管8より分岐させた分岐管9をもって前記排水
の一部を水と砂の分離用タンク10に導いて砂を除去し
たうえ前記真空ポンプ7に補給するとともに該真空ポン
プ7より排気とともに吐出される水を前記水と砂の分離
用タンク10に還流させ、さらに、前記水と砂の分離用
タンク10の溢水は前記ヘッダーパイプ3に還流させる
ようにしたことを特徴とするウェルポイント工法。 2 箱形のタンク主体10a内に通水路20aをもって
連通される室10 b t 10 cを設けて一方の室
10bにはその内底部に砂分離用の堰板19を設けると
ともに側壁部に水入口13とフロート弁14付の溢水口
15を設け、また、他方の室10Cの側壁部には補給水
供給口17と戻り水受口18を設けたことを特徴とする
ウェルポイント工法に使用する水と砂の分離用タンク。[Claims] 1. A drain pump 5 is connected to a header pipe 3 provided with a riser pipe 2 with a well point 1 via a separator tank 4 that separates air mixed with water and sucked up. The suction pipe 6 attached to the tank 4 is connected to the suction lower c of the vacuum pump 7 to drain groundwater from the well point 1 buried underground to the drainage pump 5.
In the well point construction method, water is drained through a discharge pipe 8 connected to the vacuum pump 7, and a part of the waste water is separated into water and sand using a branch pipe 9 branched from the discharge pipe 8 at a position near the vacuum pump 7. The water is introduced into the tank 10 to remove sand, and is then replenished to the vacuum pump 7. The water discharged from the vacuum pump 7 along with the exhaust is returned to the water and sand separation tank 10, and further, the water and sand are separated. A well point construction method characterized in that overflowing water from the separation tank 10 is returned to the header pipe 3. 2 Chambers 10 b t 10 c are provided in the box-shaped tank main body 10 a and communicated through a water passage 20 a, and one chamber 10 b is provided with a weir plate 19 for sand separation at its inner bottom, and a water inlet is provided on the side wall. 13 and an overflow port 15 with a float valve 14, and a make-up water supply port 17 and a return water inlet 18 are provided in the side wall of the other chamber 10C. and sand separation tank.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP109680A JPS5826449B2 (en) | 1980-01-09 | 1980-01-09 | Well point construction method and water and sand separation tank used for this method |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP109680A JPS5826449B2 (en) | 1980-01-09 | 1980-01-09 | Well point construction method and water and sand separation tank used for this method |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS56100918A JPS56100918A (en) | 1981-08-13 |
JPS5826449B2 true JPS5826449B2 (en) | 1983-06-02 |
Family
ID=11491951
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP109680A Expired JPS5826449B2 (en) | 1980-01-09 | 1980-01-09 | Well point construction method and water and sand separation tank used for this method |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS5826449B2 (en) |
-
1980
- 1980-01-09 JP JP109680A patent/JPS5826449B2/en not_active Expired
Also Published As
Publication number | Publication date |
---|---|
JPS56100918A (en) | 1981-08-13 |
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