JP2001152694A - Renewal work method for existing water storage tank by non-cut-off water supply - Google Patents

Renewal work method for existing water storage tank by non-cut-off water supply

Info

Publication number
JP2001152694A
JP2001152694A JP33548699A JP33548699A JP2001152694A JP 2001152694 A JP2001152694 A JP 2001152694A JP 33548699 A JP33548699 A JP 33548699A JP 33548699 A JP33548699 A JP 33548699A JP 2001152694 A JP2001152694 A JP 2001152694A
Authority
JP
Japan
Prior art keywords
tank
storage tank
water storage
water
existing
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.)
Granted
Application number
JP33548699A
Other languages
Japanese (ja)
Other versions
JP3930211B2 (en
Inventor
Akira Miyamoto
明 宮本
Yukio Narita
幸生 成田
Masami Kanzaki
真美 神▲崎▼
Nobuhiro Kitahara
伸浩 北原
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Nippon Steel Corp
Original Assignee
Nippon Steel Corp
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Nippon Steel Corp filed Critical Nippon Steel Corp
Priority to JP33548699A priority Critical patent/JP3930211B2/en
Publication of JP2001152694A publication Critical patent/JP2001152694A/en
Application granted granted Critical
Publication of JP3930211B2 publication Critical patent/JP3930211B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Abstract

PROBLEM TO BE SOLVED: To provide a new method for the renewal work for a deteriorated existing water storage tank while making its water usable without suspension of water supply. SOLUTION: A new water storage tank 2 having a planar shape smaller than that of the existing tank 1 for placing the new tank inside an existing one is fabricated near the outside of the existing water storage tank, and the new water storage tank 2 is inserted and installed to the inside of the existing water storage tank 1 by utilizing buoyancy of stored water in the tank 1 in this nonsuspension of water supply renewal method. For the newly installed water storage tank 2, a hole 6 is drilled at the bottom plate position opposite to the inlet 4 of the existing water storage tank 1, a cylindrical body 9 equipped with a detachable lid 8 at the top end with the inner diameter larger than the inlet rising portion 7 of the tank 1 is provided, the cylindrical body 9 has a size, capable of flowing water 10 flowing from the inlet 4 to the outlet 16 through the cylindrical body 9, when inserting and installing the new tank 2 inside the existing tank 1, a filling and draining holes 12, having a valve capable of filling and draining stored water in the tank 1 at a position separated away from the cylindrical body 9 is provided, and the usage state is maintained, and the new tank 2 is inserted and installed in the existing tank 1 with non-cut-off water, while usage conditions are being maintained.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は上水道、工業用水、
下水、農業用水等の既設貯水槽を新設貯水槽に更新する
方法に関する。
TECHNICAL FIELD The present invention relates to water supply, industrial water,
It relates to a method of updating existing water tanks for sewage and agricultural water to new water tanks.

【0002】[0002]

【従来の技術】従来、老朽化した上水道、工業用水等の
既設貯水槽を更新する場合、通常は貯水槽の使用を中断
することができないため老朽化した既設貯水槽の使用状
態を確保しながら近傍に新設貯水槽を築造し、これが完
成後に水源および供給先の配管をつなぎ替え、老朽化し
た既設貯水槽を取り壊していた。
2. Description of the Related Art Conventionally, when renewing an existing water tank for aging water supply, industrial water, or the like, the use of the water tank cannot be normally interrupted. A new water tank was built in the vicinity, and after completion, the water source and supply pipes were reconnected and the old water tank was demolished.

【0003】この場合、新設貯水槽は設置場所の基礎地
盤を地盤改良したりして地盤を強化した場所において、
コンクリート製貯水槽の場合には、底面と側面に鉄筋を
配筋し、型枠を設置した後にコンクリートを打設して築
造され、また鋼製貯水槽の場合には、溶接接合により鋼
板製の底板を設置後、側板を組立てると共に溶接により
接合して製作・築造されていた。
[0003] In this case, the newly installed water tank is provided in a place where the ground has been strengthened by improving the ground of the foundation ground at the installation location,
In the case of concrete water tanks, reinforcing steel is arranged on the bottom and side faces, concrete is installed and concrete is poured in, and in the case of steel water tanks, steel tanks are welded and joined. After installing the bottom plate, the side plates were assembled and welded together to produce and build.

【0004】また、既設貯水槽の更新を目的としたもの
ではないが、関連する技術として以下のものが知られて
いる。既設貯水槽の使用を中断することなく、すなわち
不断水で施工できる増設貯水槽を設けるものが、特開平
11―256865号公報に開示されている。この技術
は、老朽既設タンクの更新とは異なるが、貯水量の増大
ニーズに対応して貯水量の容量アップを図るもので、図
9に示すように既設タンク(貯水槽)41の側壁23を
そのままとして、側壁23の外周に沿ってドーナツ状に
新設タンク43を設置するものである。
[0004] Although not intended to renew existing water tanks, the following are known as related technologies. Japanese Patent Application Laid-Open No. H11-256865 discloses an additional water storage tank which can be constructed without interrupting the use of the existing water storage tank, that is, without interruption. This technology is different from the renewal of an aging existing tank, but aims at increasing the capacity of the water storage in response to the need for increasing the water storage. As shown in FIG. The new tank 43 is set in a donut shape along the outer periphery of the side wall 23 as it is.

【0005】この技術によれば、既設タンク41の側壁
23をそのままにしているため、タンク41の使用状態
を継続して新設タンク43の工事を行うことができると
ともに、増設タンク43のスペースを最小とする他、メ
ンテナンス性や耐震性の高いタンクとすることができ
る。
According to this technique, since the side wall 23 of the existing tank 41 is left as it is, the use state of the tank 41 can be continued and the construction of the new tank 43 can be performed, and the space of the additional tank 43 can be minimized. In addition, a tank having high maintainability and high earthquake resistance can be obtained.

【0006】また、特開昭57―9394号公報には、
構築工期を短縮する二重殻タンクの構築方法が開示され
ている。これは図10に示すように、外槽タンク44の
構築と並行して内槽タンク45を製作し、水を張った外
槽タンク44内に内槽タンク45を浮かせた後、水を徐
々に抜いて内槽タンク45を沈降させて二重殻タンクを
構築するものである。
Further, Japanese Patent Application Laid-Open No. 57-9394 discloses that
A method for constructing a double shell tank that shortens the construction period is disclosed. As shown in FIG. 10, the inner tank 45 is manufactured in parallel with the construction of the outer tank 44, and after the inner tank 45 is floated in the outer tank 44 filled with water, the water is gradually removed. The inner shell tank 45 is settled to settle, and a double shell tank is constructed.

【0007】[0007]

【発明が解決しようとする課題】上記の従来技術による
更新方法は、既設貯水槽と別の場所に新設貯水槽を設け
るため広大なスペースが必要となるとともに新設貯水槽
を設置する場所の地盤46の強化等の工事をともなうた
め工事期間が長くなり、工事費用が高くなる課題があっ
た。
In the above-mentioned renewal method according to the prior art, a large space is required because a new storage tank is provided in a place different from the existing storage tank, and the ground 46 at the place where the new storage tank is installed is required. There was a problem that the construction period was lengthened due to the construction work such as reinforcement of the construction, and the construction cost became high.

【0008】本発明は、貯水槽の使用状態を継続しなが
ら既設貯水槽と同一場所に、経済的かつ短工期で新設貯
水槽を構築する既設貯水槽の更新工法を提供することを
目的としたものである。
SUMMARY OF THE INVENTION An object of the present invention is to provide a method for renewing an existing water tank, which is economical and can be constructed in a short period of time at the same place as the existing water tank while maintaining the use state of the water tank. Things.

【0009】本発明の目的の一部を達成する手段とし
て、前記の関連する技術を利用することが考えられた。
例えば「特開平11―256865号公報」の技術を転
用し、既設貯水槽の側壁外周に沿って新規に側壁を設け
る方法である。この方法によれば工事中も既設貯水槽を
使用できるが、既設貯水槽の底板の更新ができなく、ま
た、既設貯水槽の外周に沿ったスペースが確保できない
場合には採用できない。
As means for achieving some of the objects of the present invention, it has been conceived to utilize the above-mentioned related technology.
For example, there is a method in which the technique of “Japanese Patent Application Laid-Open No. 11-256865” is diverted and a new side wall is provided along the outer circumference of the side wall of the existing water storage tank. According to this method, the existing water storage tank can be used during the construction, but it cannot be used when the bottom plate of the existing water storage tank cannot be renewed and a space along the outer periphery of the existing water storage tank cannot be secured.

【0010】また、「特開平57―9394号公報」に
おける外槽タンクを既設貯水槽として置換え、内槽タン
クに相当する新設貯水槽を既設貯水槽内に浮上・沈降さ
せることが考えられる。しかし、この技術は、内槽タン
クを浮上・沈降させる手段として外槽タンクに張った水
を抜くこととしたもので貯水槽を使用状態としながら更
新工事を行うことができない。また、既設貯水槽内には
給排水の流入口、流出口や立ち上がり部があり、そのま
ま新設貯水槽を既設貯水槽内に浮上・沈降させることは
できない。
It is also conceivable to replace the outer tank in Japanese Patent Application Laid-Open No. 57-9394 with an existing water tank, and float and sink a new water tank corresponding to the inner tank in the existing water tank. However, according to this technique, as a means for floating and sinking the inner tank, the water applied to the outer tank is drained, and renewal work cannot be performed while the water tank is in use. In addition, the existing water storage tank has inlets, outlets, and rising portions for water supply and drainage, and the new water storage tank cannot be floated or settled in the existing water storage tank.

【0011】[0011]

【課題を解決するための手段】本願発明は従来技術およ
び関連する先行技術にない新規な手段によって発明の目
的を達成するものであって、その構成の要旨は以下のと
おりである。既設貯水槽1に収容可能な形状の新設貯水
槽2を製作し、貯槽内に水を貯溜した使用状態の既設貯
水槽1内に新設貯水槽2を吊り込み挿入し、貯溜水3上
に浮上させ、新設貯水槽2内に貯溜水3を注水して浮力
を調整しながら徐々に沈降させる。この間、既設貯水槽
1の流入口4から流入した水は流出口16から排出され
使用状態が継続される。そして、新設貯水槽2が既設貯
水槽1内の底板13上に着底する直前に新設貯水槽2の
流入口と流出口を開放して流入水10を新設貯水槽2内
を通して流出させ、貯水槽の使用状態を中断することな
く継続させる。その後、既設貯水槽1の内周面と新設貯
水槽2の外周面の隙間18にモルタル等のグラウト材2
4を充填して新設貯水槽2を止水・固定して更新貯水槽
を完成する。
SUMMARY OF THE INVENTION The present invention attains the object of the present invention by novel means not found in the prior art and related prior art, and the gist of the constitution is as follows. A new water storage tank 2 having a shape that can be stored in the existing water storage tank 1 is manufactured, and the new water storage tank 2 is suspended and inserted into the existing water storage tank 1 in use in which water is stored in the storage tank, and floats on the storage water 3. Then, the stored water 3 is poured into the new water storage tank 2 and gradually settles while adjusting the buoyancy. During this time, the water that has flowed in from the inflow port 4 of the existing water storage tank 1 is discharged from the outflow port 16 and the use state is continued. Immediately before the new water storage tank 2 has landed on the bottom plate 13 in the existing water storage tank 1, the inlet and the outlet of the new water storage tank 2 are opened to allow the inflow water 10 to flow out through the new water storage tank 2. Continue the use of the tank without interruption. Thereafter, a grout material 2 such as mortar is placed in a gap 18 between the inner peripheral surface of the existing water tank 1 and the outer peripheral surface of the new water tank 2.
4, the new water tank 2 is stopped and fixed to complete the renewal water tank.

【0012】また請求項2の発明においては、請求項1
記載の既設貯水槽の不断水更新工法において、流出管1
6が貯水槽内に立上がり部26を有する既設貯水槽1に
おいて、既設貯水槽1の流出口16に対向する新設貯水
槽2の底板5の所定の位置に孔6を明け、既設の流出立
上がり部26より大きい内径の流出口筒体28を設けて
既設貯水槽1内に新設貯水槽2を挿入可能とし、該筒体
28の上端には着脱可能な蓋29を備えたことを特徴と
する。さらに請求項3の発明においては、請求項2記載
の既設貯水槽の不断水更新工法において、流出口筒体2
8の上端に設ける蓋29に既設貯水槽1の貯溜水3を新
設貯水槽1内に注排水可能な弁11を設け、流出口16
と注排水口12と兼用としたことを特徴とする。さらに
また請求項4の発明においては、請求項1または請求項
2のいずれかに記載の既設貯水槽の不断水更新工法にお
いて、新設貯水槽2の流入口部の筒体7および注排水口
12または流出口筒体20,28の取付け位置の底板の
裏面に環状の止水パッキン21,22を設けたことを特
徴とする。なおまた請求項5の発明においては、請求項
1または請求項2のいずれかに記載の既設貯水槽の不断
水更新工法において、流入口4または流出口16の立上
がり部7,26と蓋8,29を外した筒体9,28の上
端間にシール部材31を設け、シール部材31でシール
された既設貯水槽1の底板13との間隙に、注入時に流
動性を有し時間経過とともに水中固化するシール材34
を充填したことを特徴とする。
According to the second aspect of the present invention, there is provided the first aspect.
In the method of continuous renewal of the existing water storage tank described in
In the existing water storage tank 1 having a rising part 26 in the water storage tank, a hole 6 is formed at a predetermined position of the bottom plate 5 of the new water storage tank 2 facing the outlet 16 of the existing water storage tank 1, and the existing outflow rising part is formed. An outlet cylinder 28 having an inner diameter larger than 26 is provided so that the new water tank 2 can be inserted into the existing water tank 1, and a detachable lid 29 is provided at an upper end of the cylinder 28. According to the third aspect of the present invention, in the method for continuously updating water in an existing water storage tank according to the second aspect, the outlet cylinder 2 is provided.
8 is provided with a valve 11 capable of pouring and draining the stored water 3 of the existing water storage tank 1 into the new water storage tank 1 on a lid 29 provided at the upper end of the water outlet 16.
And the inlet / drain port 12. Furthermore, in the invention of claim 4, in the method for continuously updating water in the existing water storage tank according to any one of claims 1 or 2, the cylindrical body 7 and the pouring and discharging port 12 of the inflow portion of the new water storage tank 2 are provided. Alternatively, annular water-stop packings 21 and 22 are provided on the back surface of the bottom plate at the position where the outlet cylinders 20 and 28 are attached. According to the invention of claim 5, in the method for continuously updating water in the existing water storage tank according to any one of claims 1 and 2, the rising portions 7, 26 of the inlet 4 or the outlet 16 and the lid 8, A seal member 31 is provided between the upper ends of the cylindrical bodies 9 and 28 from which the pipe 29 has been removed. Seal material 34
Is filled.

【0013】本発明に使用する新設貯水槽はいくつかの
条件が必要となる。通常、既設貯水槽は底部に貯溜水を
受入れる立ち上がり部を有する流入口と流出口が設けら
れている。したがって、新設貯水槽はこの流入口と流出
口の機能を維持したまま支障なく新設貯水槽を挿入可能
としなければならない。なお、新設貯水槽の底部には浮
力調整用の弁付きの注排水口を設けておく必要がある。
The new storage tank used in the present invention requires several conditions. Normally, the existing water storage tank is provided with an inlet and an outlet having a rising portion for receiving the stored water at the bottom. Therefore, the new water tank must be able to insert the new water tank without any trouble while maintaining the functions of the inlet and the outlet. In addition, it is necessary to provide a pouring port with a valve for adjusting buoyancy at the bottom of the new water tank.

【0014】[0014]

【発明の実施の形態】以下、本発明の実施の形態を図を
参照しながら説明する。図1は地下のピット15に流出
口16を設けた屋根17付きの既設貯水槽1を本発明に
よって更新した実施例の完成図で、図2〜図7はその作
業工程を示すものである。本発明に使用する新設貯水槽
2は、図1または図4に示すように、平面形状が既設貯
水槽1に収容可能な形状とした鋼製のものを既設貯水槽
外の近傍で製作する。新設貯水槽2は既設のものより若
干小径となるため容量を既設貯水槽1と同等にするには
その分高さを高くすればよく、必要に応じ、さらに高く
して容量アップすることもできる。
Embodiments of the present invention will be described below with reference to the drawings. FIG. 1 is a completed view of an embodiment in which an existing water tank 1 with a roof 17 provided with an outlet 16 in an underground pit 15 is updated according to the present invention, and FIGS. 2 to 7 show the working steps. As shown in FIG. 1 or FIG. 4, the new water tank 2 used in the present invention is made of steel whose plan shape is a shape that can be accommodated in the existing water tank 1 near the outside of the existing water tank. The new water tank 2 has a slightly smaller diameter than the existing water tank, so that the capacity may be made equal to that of the existing water tank 1 by increasing its height. If necessary, the capacity can be further increased to increase the capacity. .

【0015】新設貯水槽2には、既設貯水槽1の流入口
4に対向する底板5の所定の位置に孔6を開設し、前記
孔6に連通し、既設貯水槽1の流入立上がり部7より大
きい内径で、上端にボルト挿通用透孔を有するフランジ
30を備えていると共に、これに着脱可能にボルトによ
り固定される蓋8を備えた筒体9を底板5に立設するよ
うに設ける。該筒体9は既設貯水槽1内に新設貯水槽2
を挿入設置する際に支障なく挿入できると共に、流入口
4から流入する水10を蓋8をした状態で筒体9内の筒
体内面9aと流入口外面4aの隙間18を通じて流出口
16に流通可能な内径の大きさとする。
In the new water tank 2, a hole 6 is formed at a predetermined position of the bottom plate 5 facing the inflow port 4 of the existing water tank 1, and communicates with the hole 6 so that an inflow rising portion 7 of the existing water tank 1 is formed. A cylindrical body 9 having a larger inner diameter, a flange 30 having a through hole for bolt insertion at the upper end, and a lid 8 detachably fixed to the flange by a bolt 8 is provided on the bottom plate 5 so as to stand upright. . The cylindrical body 9 is provided in the existing water tank 1 in the new water tank 2.
Can be inserted without any trouble at the time of installation, and the water 10 flowing from the inflow port 4 flows to the outflow port 16 through the gap 18 between the inner surface 9a of the cylinder 9 and the outer surface 4a of the inflow port with the lid 8 covered. Make the size of the inside diameter possible.

【0016】該筒体9と離れた位置において新設貯水槽
2の底板5には、既設貯水槽1の貯溜水3を浮力調整の
ため注水したり、新設貯水槽2内に貯溜した水10を流
出するための弁11付きの注排水口12を設けておく。
この注排水口12は流出口16と兼用にしてもよい。注
排水口12を筒体9と離れた位置に設けるのは貯水槽内
に滞留させない(死に水を生じさせなくする)ためで、
弁11を設けるのは新設貯水槽2の沈降速度を調整する
ため注水量を制御するためのものである。この弁11は
完成後取外してもよい。この新設貯水槽2は既設貯水槽
1に隣接したスペースの地上で製作するか、または既設
貯水槽1の上部に仮設ステージを組立てて製作してもよ
い。
In the bottom plate 5 of the new water tank 2 at a position distant from the cylindrical body 9, the stored water 3 of the existing water tank 1 is injected for buoyancy adjustment, or the water 10 stored in the new water tank 2 is filled. A spout 12 with a valve 11 for outflow is provided.
The pouring and discharging port 12 may be used also as the outflow port 16. The reason why the drainage port 12 is provided at a position apart from the cylindrical body 9 is to prevent the water from remaining in the water storage tank (to prevent water from dying).
The valve 11 is provided for controlling the amount of water injected to adjust the settling speed of the newly installed water tank 2. This valve 11 may be removed after completion. The new water storage tank 2 may be manufactured on the ground in a space adjacent to the existing water storage tank 1, or may be manufactured by assembling a temporary stage above the existing water storage tank 1.

【0017】以下、既設貯水槽1内に新設貯水槽2を挿
入設置する工程について説明する。 まず、図3に示すように既設貯水槽1の屋根17を撤
去し、既設貯水槽1内に設けられているタラップ(図示
せず)等を取外し、新設貯水槽2を挿入可能なように事
前準備を行う。
Hereinafter, a process of inserting and installing the new water tank 2 in the existing water tank 1 will be described. First, as shown in FIG. 3, the roof 17 of the existing water storage tank 1 is removed, a ramp (not shown) provided in the existing water storage tank 1 is removed, and the new water storage tank 2 is inserted beforehand. Get ready.

【0018】次に図4に示すように、前記新設貯水槽
2における注排水弁11を閉じ筒体9の上端に蓋8をし
た状態で、貯水状態の既設貯水槽1内に複数のクレーン
による相吊り(図示せず)によって前記新設貯水槽2を
吊り下ろし水面上に浮上させる。なお、既設貯水槽1の
上部に仮設ステージを組立てて製作する場合は、新設貯
水槽2の吊り下ろしは仮設ジャッキを使用して行う。貯
水状態の既設貯水槽1内に新設貯水槽2を吊り下ろして
浮上させる際、既設貯水槽1内の貯溜水3は水位が高ま
るがオーバーフロー管19を通じて排水される。 次に図4および図5に示すように、既設貯水槽1の流
入口4に対向する上方に新設貯水槽2の筒体9を位置決
めし、新設貯水槽2の注排水弁11を開いて注排水口1
2から新設貯水槽2内に既設貯水槽1内の水3を取入れ
て新設貯水槽2の浮力を減じて徐々に沈降させる。注排
水弁11の開き加減で沈降速度を調整できる。注排水弁
11の操作については、ダイバーによる手動かまたは貯
水槽外から遠隔操作によって適宜行う。
Next, as shown in FIG. 4, a plurality of cranes are placed in the existing water storage tank 1 in the water storage state with the injection / drain valve 11 in the new water storage tank 2 closed and the lid 8 placed on the upper end of the cylindrical body 9. The new water tank 2 is suspended and floated on the water surface by phase suspension (not shown). In addition, when assembling and manufacturing a temporary stage above the existing water tank 1, the new water tank 2 is suspended using a temporary jack. When the new water tank 2 is suspended and floated in the existing water tank 1 in the water storage state, the water level of the stored water 3 in the existing water tank 1 increases, but is drained through the overflow pipe 19. Next, as shown in FIGS. 4 and 5, the cylinder 9 of the new water storage tank 2 is positioned above the existing water storage tank 1 so as to face the inflow port 4, and the injection / drain valve 11 of the new water storage tank 2 is opened. Drain 1
The water 3 in the existing water storage tank 1 is taken into the new water storage tank 2 from 2 and the buoyancy of the new water storage tank 2 is reduced and the water is gradually settled. The sedimentation speed can be adjusted by opening and closing the drainage valve 11. The operation of the drainage valve 11 is appropriately performed manually by a diver or remotely from outside the water storage tank.

【0019】この間、既設貯水槽1の流入口4から流入
する水10は、既設貯水槽1の中を通って流出口16に
流れ使用状態が確保されている。新設貯水槽2の沈降が
進むと、既設貯水槽1の流入口立ち上がり部7が新設貯
水槽2の筒体9内に入り、流入水10は筒体9内を通じ
新設貯水槽2の底面下方を流れて流出口16から流出さ
れる。
During this time, the water 10 flowing from the inflow port 4 of the existing water storage tank 1 flows through the existing water storage tank 1 to the outflow port 16 to ensure the use condition. As the sedimentation of the new water storage tank 2 proceeds, the inflow rising part 7 of the existing water storage tank 1 enters the cylinder 9 of the new water storage tank 2, and the inflow water 10 passes through the inside of the cylinder 9 to flow under the bottom of the new water storage tank 2. It flows and flows out of the outlet 16.

【0020】新設貯水槽2の底板5が既設貯水槽1の
底板13上に近ずいたら、図6に示すようにダイバー作
業にて筒体9の蓋8を外し、既設貯水槽1の流入口4か
ら新設貯水槽2内に水を流入させて、新設貯水槽2を既
設貯水槽1の底板13上に到達させると共に、注排水弁
11を全開状態として流入水10を新設貯水槽2内に貯
溜し、流出可能な使用状態とする。なお、新設貯水槽2
の流入口部の筒体9および注排水口12または流出口筒
体20の取付け位置の底板5の裏面(下面)に、環状の
止水パッキン21,22を設けておくと、新設貯水槽2
が既設貯水槽1の底板13の上面に着底した際、流入口
部4の筒体9および注排水口12または流出口筒体部2
0を確実にシールすることができる。
When the bottom plate 5 of the new water tank 2 approaches the bottom plate 13 of the existing water tank 1, the lid 8 of the cylindrical body 9 is removed by diver work as shown in FIG. 4, water is caused to flow into the new water tank 2, the new water tank 2 reaches the bottom plate 13 of the existing water tank 1, and the inflow water 10 is brought into the new water tank 2 with the injection / drain valve 11 fully opened. Store and use so that it can be discharged. In addition, new water tank 2
If the annular water-stop packings 21 and 22 are provided on the back surface (lower surface) of the bottom plate 5 at the position where the cylindrical body 9 at the inlet portion and the inlet / drain port 12 or the outlet cylindrical body 20 are attached, the new water tank 2
Is settled on the upper surface of the bottom plate 13 of the existing water storage tank 1, the cylinder 9 of the inflow port 4 and the injection / drainage port 12 or the outflow cylinder 2.
0 can be reliably sealed.

【0021】次に既設貯水槽1の側壁23の内面と新
設貯水槽2の側壁14の外面との間隙18にグラウト材
24を充填する。使用するグラウト材24は、間隙18
が狭い場合にはセメントミルクやモルタル等を使用し、
間隙18が広い場合にはコンクリート等を用いることが
できる。グラウト材24を注入する場合は、前記間隙1
8をドライにして行うか、または貯溜水3が存在する状
態で水中打設する。なお、水中打設の場合はトレミー管
を使用して底部から打設する(図示を省略した)。
Next, grout 24 is filled in the gap 18 between the inner surface of the side wall 23 of the existing water tank 1 and the outer surface of the side wall 14 of the new water tank 2. The grout material 24 to be used is
If it is narrow, use cement milk or mortar, etc.
When the gap 18 is wide, concrete or the like can be used. When grout material 24 is injected, the gap 1
8 is carried out in a dry state, or is placed underwater in a state where the stored water 3 is present. In the case of underwater casting, a tremy tube is used to perform casting from the bottom (not shown).

【0022】前記グラウト材24の注入作業の前後の
いずれかで、屋根17付きの貯水槽の場合は、新設貯水
槽2の上部に屋根17aを取り付け、新設貯水槽2の越
流口25aと越流管19を短管48等により連結する。
以上の工程で既設貯水槽1内に不断水にて新設貯水槽2
を挿入設置した貯水槽の更新を完成する。
In the case of a water tank with a roof 17 either before or after the grouting operation of the grout material 24, a roof 17a is attached to the upper part of the new water tank 2, and the overflow port 25a of the new water tank 2 overflows. The flow tube 19 is connected by a short tube 48 or the like.
With the above process, the new water storage tank 2 is kept in the existing water storage tank 1 without interruption.
Complete the renewal of the water tank with the inserted.

【0023】図7の場合は、流出口16が流入口14と
同様に既設貯水槽1内に立ち上がる立上がり部26を有
する既設貯水槽1に、本発明を適用した実施形態であ
る。この場合は、既設貯水槽1の流出口16に対向する
新設貯水槽2における底板5の所定の位置に孔27を明
け、前記の流入口4に対向するように設けた筒体9と同
様な筒体28を前記孔27に連通するように底板5に立
設して、既設貯水槽1内に新設貯水槽2を挿入可能と
し、既設貯水槽1の貯溜水3を新設貯水槽2内に注排水
可能な弁11付きの注排水口12を設けておく。 な
お、この実施形態では弁11付き注排水口12は、流出
口筒体28の上端に設ける蓋29に設け、流出口16と
注排水口12と兼用としているが、流入口4の筒体9か
ら離れた位置に独立して設けてもよい。
FIG. 7 shows an embodiment in which the present invention is applied to an existing water tank 1 having a rising portion 26 in which an outlet 16 rises in the existing water tank 1 like the inlet 14. In this case, a hole 27 is formed at a predetermined position of the bottom plate 5 in the new water tank 2 facing the outlet 16 of the existing water tank 1, and the same as the cylindrical body 9 provided to face the above-mentioned inlet 4. The cylindrical body 28 is erected on the bottom plate 5 so as to communicate with the hole 27 so that the new water tank 2 can be inserted into the existing water tank 1, and the stored water 3 of the existing water tank 1 is inserted into the new water tank 2. A pouring / draining port 12 with a valve 11 capable of pouring / draining is provided. In this embodiment, the spout / drain port 12 with the valve 11 is provided on the lid 29 provided at the upper end of the outflow cylinder 28, and is also used as the outflow port 16 and the spout / drain port 12. May be independently provided at a position away from the camera.

【0024】なお、両実施形態において、流入口4また
は流出口16の立上がり部7,26のシールを確実にす
る場合は、図8に示すように、筒体9,28の蓋8,2
9の取付けフランジ30を流入口4または流出口16の
立上がり部7,26より低くしておき、また蓋8,29
を前記立上がり部7,26を収納するための下向き開口
凹部8aおよび取り付けフランジ8bを備えた形状にし
ておき、前記蓋8,29を取外した後に、柔軟性のある
板状または筒状のシール部材31の一端側を立上がり部
7,26の外周面に当接してバンド32により水密に締
付け固定し、他端側を筒体9,28のフランジ30に鋼
製環状押え座金49およびこれらの透孔に挿通されたボ
ルト50およびナットにより固定した後、筒体9,28
と流入口4または流出口16の立上がり部7,26とシ
ール部材31と底板13の間隙18aに、新設貯水槽2
の上端まで配管したシール材注入パイプ33からシール
材34を注入すると共に、水抜きパイプ51から排水す
るようにしてもよい。使用するシール材34としては、
注入時に流動性を有し時間経過とともに水中固化する水
中硬化型樹脂やセメントミルク等のシール材を用いる。
In both embodiments, in order to ensure that the rising portions 7 and 26 of the inflow port 4 or the outflow port 16 are sealed, as shown in FIG. 8, the lids 8 and 2 of the cylindrical bodies 9 and 28 are provided.
9 is lower than the rising portions 7 and 26 of the inlet 4 or the outlet 16 and the lids 8 and 29
Is provided with a downward opening concave portion 8a for accommodating the rising portions 7, 26 and a mounting flange 8b, and after removing the lids 8, 29, a flexible plate-shaped or tubular sealing member is provided. One end of the base 31 abuts against the outer peripheral surfaces of the rising portions 7 and 26 and is watertightly tightened and fixed by the band 32. After being fixed by bolts 50 and nuts inserted into the cylinders 9, 28,
And the rising portion 7, 26 of the inflow port 4 or the outflow port 16, the gap 18 a between the sealing member 31 and the bottom plate 13,
The sealing material 34 may be injected from the sealing material injection pipe 33 piped to the upper end of the container, and may be drained from the drain pipe 51. As the sealing material 34 to be used,
A sealing material such as a hardening-in-water resin or cement milk which has fluidity at the time of injection and solidifies in water with the passage of time is used.

【0025】本発明を適用する既設貯水槽1としては、
鋼製、コンクリート製、FRP製等のいずれでもよい。
As the existing water tank 1 to which the present invention is applied,
Any of steel, concrete, FRP and the like may be used.

【0026】(実施例)以下、本発明を老朽化した上水
道用の既設貯水槽の更新に適用した実施例について説明
する。更新対象の既設貯水槽1は、図1または3に示す
ものと同じで、底板13および側壁23を構成する側板
38が板厚6mm〜11mmの鋼板を溶接して製作されてい
る。形状は内径18m、高さ12mの円筒状の既設貯水槽1で
ドーム型の屋根17付きである。このドーム型屋根17
は更新工事に先立ち撤去される。
(Embodiment) An embodiment in which the present invention is applied to replacement of an existing water tank for aged water supply will be described below. The existing water tank 1 to be updated is the same as that shown in FIG. 1 or 3, and the side plate 38 forming the bottom plate 13 and the side wall 23 is manufactured by welding a steel plate having a plate thickness of 6 mm to 11 mm. The shape is a cylindrical existing water storage tank 1 having an inner diameter of 18 m and a height of 12 m, with a dome-shaped roof 17. This dome-shaped roof 17
Will be removed prior to renewal work.

【0027】既設貯水槽1内には水源から配管されてい
る径350mmの流入管(給水管)35の端部が垂直に折り
曲げられた1m高さの立上がり部7が設けられ、この上
端は上方に向かって拡径するように開口するラッパ状の
流入口(貯水槽内への水の出口)が形成されている。ま
た、既設貯水槽1の底板13の中央部は開口されて地下
ピット15に連通し、この地下ピット15には、水の供
給先に給水する流出管(送水管)36の流出口16と排
泥管37が設けられている。排泥管37は通常、途中に
設けられた弁39が閉じられており、既設貯水槽1を清
掃する時のみ泥水を流す。
In the existing water storage tank 1, a rising portion 7 having a height of 1 m is formed by vertically bending an end of an inflow pipe (water supply pipe) 35 having a diameter of 350 mm, which is provided from a water source. A trumpet-shaped inflow port (outlet of water into the water storage tank) is formed so as to open so as to increase in diameter toward the water tank. The central portion of the bottom plate 13 of the existing water tank 1 is opened and communicates with the underground pit 15. The underground pit 15 is connected to an outlet 16 of an outflow pipe (water supply pipe) 36 for supplying water to a water supply destination. A mud pipe 37 is provided. Usually, the valve 39 provided in the middle of the drainage pipe 37 is closed, and muddy water flows only when the existing water storage tank 1 is cleaned.

【0028】また、既設貯水槽1の側板38の上部に
は、貯溜水3のオーバーフロー水を逃がす越流口25が
設けられ越流管19を通じて前記の排泥管37に接続さ
れている。
An overflow port 25 for allowing the overflow of the stored water 3 to escape is provided above the side plate 38 of the existing water storage tank 1, and is connected to the above-mentioned mud drain pipe 37 through an overflow pipe 19.

【0029】新設貯水槽2は鋼製貯水槽で、図1または
図4に示すように、鋼板を溶接接合して製作され、既設
貯水槽1内に円滑に挿入設置できるように、既設貯水槽
1の内壁との間隙18を500mmとし、外径17mとされてい
る。高さは13.5mとし、既設貯水槽1より径が小さくな
った分高くして、既設貯水槽1とほぼ同等の容積を確保
している。
The new water storage tank 2 is a steel water storage tank, as shown in FIG. 1 or FIG. 4, manufactured by welding and joining steel plates, so that the existing water storage tank 1 can be smoothly inserted and installed in the existing water storage tank 1. The gap 18 with the inner wall 1 is 500 mm, and the outer diameter is 17 m. The height is set to 13.5m, and the height is increased by the smaller diameter than the existing water storage tank 1, so that a volume almost equal to that of the existing water storage tank 1 is secured.

【0030】流入管35の立上がり部7に対向して設け
る筒体9は、流入水10が筒体9内を通じて流下できる
ように、内径600mm、高さ1.5mとし、筒体9の上端のフ
ランジ30にボルト47により固定した蓋8が取付けら
れている。
The cylindrical body 9 provided to face the rising portion 7 of the inflow pipe 35 has an inner diameter of 600 mm and a height of 1.5 m so that the inflow water 10 can flow down through the cylindrical body 9. The cover 8 fixed to the base 30 by bolts 47 is attached.

【0031】また、底板13の中央部の地下ピット15
上には、浮力調整のための弁11付きの注排水口12が
設けられている。この注排水口12は新設貯水槽2の完
成後においては貯流水3の流出口として使用する。
The underground pit 15 in the center of the bottom plate 13
Above is provided a pouring / draining port 12 with a valve 11 for adjusting buoyancy. This pouring / draining port 12 is used as an outlet of the stored water 3 after the completion of the new water tank 2.

【0032】地下ピット15上の底板部5は地盤の支持
がないため型鋼等を使用した縦リブ40を溶接して補強
されている。また、新設貯水槽2の側板上方のオーバー
フロー位置には越流口25が明けられている。
Since the bottom plate 5 on the underground pit 15 does not support the ground, it is reinforced by welding a vertical rib 40 made of a mold steel or the like. Further, an overflow port 25 is opened at an overflow position above the side plate of the new water storage tank 2.

【0033】前記筒体9の取付け部および地下ピット1
5の開口縁に対向する新設貯水槽2の底板5の裏面(下
面)には、ゴム製等の止水パッキン21,22が接着剤
等により貼り付け固定してある。この止水パッキン2
1,22は、既設貯水槽1の内壁と新設貯水槽2の間隙
18にグラウト材24を充填する際、ドライにして行う
場合必要となり、貯溜水3が存在する状態で充填する場
合は不要である。
Attachment part of the cylindrical body 9 and underground pit 1
On the back surface (lower surface) of the bottom plate 5 of the new water storage tank 2 opposed to the opening edge of the water storage tank 5, waterproof packings 21 and 22 made of rubber or the like are attached and fixed with an adhesive or the like. This waterproof packing 2
When filling the grout material 24 into the gap 18 between the inner wall of the existing water tank 1 and the new water tank 2, the grout material 24 is necessary when the grout material 24 is dry, and is unnecessary when the grout material 24 is filled in the presence of the water storage 3. is there.

【0034】前記既設貯水槽1内に新設貯水槽2を前述
の工程で挿入設置することにより不断水で図1に示すよ
うな既設貯水槽1を新設貯水槽2に更新することができ
る。
By inserting the new water storage tank 2 into the existing water storage tank 1 in the above-described process, the existing water storage tank 1 as shown in FIG.

【0035】本発明の場合は、既設貯水槽1を、新設貯
水槽2を築造する時に、新設貯水槽2の躯体の一部およ
びグラウト材24を打設する時の型枠として利用するこ
とができる。
In the case of the present invention, the existing water storage tank 1 can be used as a form when the new water storage tank 2 is constructed and a part of the frame of the new water storage tank 2 and the grout material 24 are cast. it can.

【0036】[0036]

【発明の効果】本発明によれば、不断水で既設貯水槽1
の更新ができるため、貯水槽の使用状態を中断すること
がなく、工事期間であっても給水ユーザーに対して影響
を与えることがない。また、新設貯水槽2は既設貯水槽
1内に設置するため、新規な設置スペースを要せず、新
設場所の地盤強化等の工事が不要となり、大幅な工期短
縮と経済効果がある。また、既設貯水槽1内への新設貯
水槽2の挿入作業に貯溜水3の浮力を利用するためクレ
ーン等の揚重機の使用は最初の吊り込みだけでよく、使
用期間を少なくでき、揚重機の使用料を軽減できるとと
もに危険作業の期間を短縮できるため安全である。
According to the present invention, the existing water storage tank 1 can be used without interruption.
Can be renewed, so that the use condition of the water storage tank is not interrupted and the water supply user is not affected even during the construction period. In addition, since the new water tank 2 is installed in the existing water tank 1, no new installation space is required, construction work such as strengthening the ground at the new installation place becomes unnecessary, and there is a significant reduction in the construction period and economic effect. In addition, since the buoyancy of the stored water 3 is used for the work of inserting the new water tank 2 into the existing water tank 1, the use of a crane or other lifting machine is sufficient only for the first hanging operation, and the period of use can be reduced. It is safe because it can reduce the fee for use and shorten the period of dangerous work.

【図面の簡単な説明】[Brief description of the drawings]

【図1】本発明の第1実施形態の方法によって更新した
既設貯水槽の実施形態を示す一部縦断側面図である。
FIG. 1 is a partially longitudinal side view showing an embodiment of an existing water tank updated by the method of the first embodiment of the present invention.

【図2】図1の一部横断平面図である。FIG. 2 is a partial cross-sectional plan view of FIG.

【図3】既設貯水槽の事前準備作業を示すもので、既設
貯水槽の屋根の解体撤去作業をしている状態を示す一部
縦断側面図である。
FIG. 3 is a partially longitudinal side view showing a preparatory work for an existing water storage tank and showing a state in which a roof of the existing water storage tank is being dismantled and removed.

【図4】既設貯水槽内に新設貯水槽を挿入浮上させた状
態を示す一部縦断側面図である。
FIG. 4 is a partially longitudinal side view showing a state in which a new water storage tank is inserted and floated in an existing water storage tank.

【図5】新設貯水槽の沈降状況を示す一部縦断側面図で
ある。
FIG. 5 is a partially longitudinal side view showing a sedimentation state of a new water storage tank.

【図6】既設貯水槽底面に新設貯水槽を着底させた状態
を示す一部縦断側面図である。
FIG. 6 is a partially longitudinal side view showing a state in which a new water tank is settled on the bottom surface of the existing water tank.

【図7】他の形式の既設貯水槽に適用した本発明の第2
実施形態を示すものであって、新設貯水槽の沈降状況を
示す一部縦断側面図である。
FIG. 7 shows a second embodiment of the present invention applied to another type of existing water tank.
FIG. 4, showing the embodiment, is a partially longitudinal side view showing a settling state of a new water storage tank.

【図8】流入立上がり管と筒体のシール方法を示す説明
図である。
FIG. 8 is an explanatory view showing a method for sealing the inflow rising pipe and the cylindrical body.

【図9】第1従来例を示す縦断側面図である。FIG. 9 is a vertical sectional side view showing a first conventional example.

【図10】第2従来例を示す縦断側面図である。FIG. 10 is a vertical sectional side view showing a second conventional example.

【符号の説明】[Explanation of symbols]

1 既設貯水槽 2 新設貯水槽 3 貯溜水 4 流入口 5 新設貯水槽の底板 6 新設貯水槽の孔 7 流入立上がり部 8 蓋 9 筒体 10 流入する水 11 注排水可能な弁 12 注排水口 13 既設貯水槽の底板 14 グラウト 15 ピット 16 流出口 17 屋根 18 隙間(または間隙) 18a 間隙 19 オーバーフロー管(または越流管) 20 流出口筒体 21 止水パッキン 22 止水パッキン 23 側壁 24 グラウト材 25 越流口 26 立上がり部 27 孔 28 筒体 29 蓋 30 フランジ 31 シール部材 32 バンド 33 シール材注入パイプ 34 シール材 35 流入管(給水管) 36 流出管 37 排泥管 38 側板 39 弁 40 リブ 41 既設タンク 44 外槽タンク 45 内槽タンク 46 基礎地盤 47 ボルト 48 短管 49 鋼製環状押え金具 50 ボルト 51 水抜きパイプ DESCRIPTION OF SYMBOLS 1 Existing water tank 2 New water tank 3 Reservoir 4 Inflow port 5 Bottom plate of new water tank 6 Hole of new water tank 7 Inflow rising part 8 Lid 9 Cylindrical body 10 Inflowing water 11 Injectable / drainable valve 12 Filling / draining port 13 Bottom plate of existing water storage tank 14 Grout 15 Pit 16 Outflow port 17 Roof 18 Gap (or gap) 18a Gap 19 Overflow pipe (or overflow pipe) 20 Outlet cylinder 21 Waterproof packing 22 Waterproof packing 23 Side wall 24 Grout material 25 Overflow port 26 Rising part 27 Hole 28 Cylindrical body 29 Cover 30 Flange 31 Seal member 32 Band 33 Seal material injection pipe 34 Seal material 35 Inflow pipe (water supply pipe) 36 Outflow pipe 37 Drainage pipe 38 Side plate 39 Valve 40 Rib 41 Existing Tank 44 Outer tank 45 Inner tank 46 Foundation ground 47 Bolt 48 Short pipe 49 Steel ring push Shell 50 bolt 51 water drain pipe

フロントページの続き (72)発明者 神▲崎▼ 真美 東京都千代田区大手町2−6−3 新日本 製鐵株式会社内 (72)発明者 北原 伸浩 東京都千代田区大手町2−6−3 新日本 製鐵株式会社内 Fターム(参考) 3E070 AA03 AB02 GB01 GB04 JB04Continued on the front page (72) Inventor Kamizaki Mami 2-6-3 Otemachi, Chiyoda-ku, Tokyo Inside Nippon Steel Corporation (72) Inventor Nobuhiro Kitahara 2-6-3, Otemachi, Chiyoda-ku, Tokyo F-term in Nippon Steel Corporation (reference) 3E070 AA03 AB02 GB01 GB04 JB04

Claims (5)

【特許請求の範囲】[Claims] 【請求項1】 平面形状が既設の貯水槽に収容可能な新
設貯水槽を既設貯水槽外の近傍で製作し、既設貯水槽内
に存在する貯溜水の浮力を利用して新設貯水槽を既設貯
水槽内に挿入設置する既設貯水槽の不断水更新工法であ
って、 既設貯水槽外の近傍で製作する新設貯水槽は、既設貯水
槽の流入口に対向する底板位置に孔を明け既設の流入立
上がり部より大きい内径で上端に着脱可能な蓋を備えた
筒体を設け、該筒体は既設貯水槽内に新設貯水槽を挿入
設置する際に流入口から流入する水を筒体内を通じて流
出口に流通可能な大きさとし、また、該筒体と離れた位
置に既設貯水槽の貯溜水を新設貯水槽内に注排水可能な
弁付きの注排水口を設けておき、使用状態のまま既設貯
水槽内に新設貯水槽を挿入設置するに際して、 まず、既設貯水槽に新設貯水槽を挿入可能なように事
前準備を行った後、貯水状態の既設貯水槽内に前記新設
貯水槽を吊り下ろして水中に浮遊させ、既設貯水槽の流
入口に対向する上方に新設貯水槽の筒体を位置決めし、
新設貯水槽の前記弁を開いて注排水口から新設貯水槽内
に既設貯水槽内の水を取入れて新設貯水槽を徐々に沈降
させる工程と、 次に新設貯水槽の底板が既設貯水槽の底板上に近ずい
たら、前記筒体の蓋を外し、既設貯水槽の流入口から新
設貯水槽内に水を流入させ新設貯水槽を既設貯水槽の底
板上に到達させるとともに前記弁を開弁状態として流入
水を新設貯水槽内に貯溜・流出可能な使用状態とする工
程と、 さらに既設貯水槽と新設貯水槽の間隙にグラウト材を
充填し、貯水槽の使用状態を中断することなく既設貯水
槽内に新設貯水槽を設置する工程以上工程と工程と
工程とよりなることを特徴とする既設貯水槽の不断水
更新工法。
1. A new water storage tank having a plan shape that can be stored in an existing water storage tank is manufactured near the outside of the existing water storage tank, and the new water storage tank is installed by utilizing the buoyancy of the stored water existing in the existing water storage tank. This is a method of continuously updating the existing water tank inserted into the water tank, and the new water tank to be manufactured near the outside of the existing water tank is drilled with a hole at the bottom plate position facing the inflow port of the existing water tank. A cylindrical body having an inner diameter larger than the inflow rising portion and having a detachable lid at the upper end is provided. The cylindrical body allows water flowing from the inflow port to flow through the cylindrical body when a new water storage tank is inserted into the existing water storage tank. The outlet should be large enough to be circulated, and a drainage port with a valve is installed at a position away from the cylinder to allow the water in the existing reservoir to be drained into the new reservoir. When inserting a new water tank into a water tank, first install it in the existing water tank. After making advance preparations so that the new water storage tank can be inserted, the new water storage tank is suspended in the existing water storage tank and suspended in the water, and the new water storage tank is placed above the existing water storage tank at an inlet facing the existing water storage tank. Position the barrel of the tank,
Opening the valve of the new water tank, taking water from the existing water tank into the new water tank through the inlet and outlet, and gradually sinking the new water tank, and then the bottom plate of the new water tank is When approaching the bottom plate, remove the lid of the cylindrical body, allow water to flow into the new water tank from the inflow port of the existing water tank, make the new water tank reach the bottom plate of the existing water tank, and open the valve. A state where the inflow water can be stored and drained into the new water storage tank, and a grout material is filled into the gap between the existing water storage tank and the new water storage tank, so that the existing water storage tank can be used without interruption. A method for continuously renewing water in an existing water tank, comprising a step of installing a new water tank in the water tank, and a step to step.
【請求項2】 流出管が貯水槽内に立上がり部を有する
既設貯水槽において、既設貯水槽の流出口に対向する新
設貯水槽の底板の所定の位置に孔を明け、既設の流出立
上がり部より大きい内径の流出口筒体を設けて既設貯水
槽内に新設貯水槽を挿入可能とし、該筒体の上端には着
脱可能な蓋を備えたことを特徴とする請求項1記載の既
設貯水槽の不断水更新工法。
2. An existing water storage tank having an outflow pipe having a rising portion in the water storage tank, wherein a hole is formed in a predetermined position of a bottom plate of the new water storage tank opposite to the outlet of the existing water storage tank, and a hole is formed from the existing outflow rising part. 2. The existing water storage tank according to claim 1, further comprising an outlet cylinder having a large inner diameter, wherein a new water storage tank can be inserted into the existing water storage tank, and a detachable lid is provided at an upper end of the cylinder. Constant renewal method.
【請求項3】 流出口筒体の上端に設ける蓋に既設貯水
槽の貯溜水を新設貯水槽内に注排水可能な弁を設け、流
出口と注排水口と兼用としたことを特徴とする請求項2
記載の既設貯水槽の不断水更新工法。
3. A valve provided at an upper end of the outlet cylinder with a valve capable of injecting and draining water stored in an existing water tank into a new water tank, and serving as an outlet and a water inlet and outlet. Claim 2
Permanent water renewal method for existing water tank described.
【請求項4】 新設貯水槽の流入口部の筒体および注排
水口または流出口筒体の取付け位置の底板の裏面に環状
の止水パッキンを設けたことを特徴とする請求項1また
は請求項2記載の既設貯水槽の不断水更新工法。
4. An annular watertight packing is provided on a back surface of a bottom plate at a mounting position of an inlet and a drainage port or an outlet cylinder of a new water storage tank. Item 2. The method of continuous renewal of the existing water storage tank according to item 2.
【請求項5】 流入口または流出口の立上がり部と蓋を
外した筒体上端間にシール部材を設け、シール部材でシ
ールされた既設貯水槽の底板との間隙に、注入時に流動
性を有し時間経過とともに水中固化するシール材を充填
したことを特徴とする請求項1または請求項2記載の既
設貯水槽の不断水更新工法。
5. A seal member is provided between a rising portion of an inlet or an outlet and an upper end of a tubular body having a lid removed, and a gap is provided between the rising plate and the bottom plate of an existing water tank sealed by the seal member so as to have fluidity during injection. 3. The method for continuously updating water in an existing water storage tank according to claim 1, wherein a sealing material which solidifies in water with the lapse of time is filled.
JP33548699A 1999-11-26 1999-11-26 Continuous water renewal method for existing water tank Expired - Fee Related JP3930211B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP33548699A JP3930211B2 (en) 1999-11-26 1999-11-26 Continuous water renewal method for existing water tank

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP33548699A JP3930211B2 (en) 1999-11-26 1999-11-26 Continuous water renewal method for existing water tank

Publications (2)

Publication Number Publication Date
JP2001152694A true JP2001152694A (en) 2001-06-05
JP3930211B2 JP3930211B2 (en) 2007-06-13

Family

ID=18289123

Family Applications (1)

Application Number Title Priority Date Filing Date
JP33548699A Expired - Fee Related JP3930211B2 (en) 1999-11-26 1999-11-26 Continuous water renewal method for existing water tank

Country Status (1)

Country Link
JP (1) JP3930211B2 (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2001171788A (en) * 1999-12-14 2001-06-26 Mitsui Constr Co Ltd Roof section modifying method for tank
JP2016223275A (en) * 2015-06-01 2016-12-28 株式会社小笠原工業所 Water reservoir for disaster-time water supply
JP2017096081A (en) * 2015-11-27 2017-06-01 株式会社小笠原工業所 Water storage tank for disaster time water service
CN114835268A (en) * 2022-05-26 2022-08-02 郑州碧兴环保科技有限公司 Potential energy biological sewage purifier

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2001171788A (en) * 1999-12-14 2001-06-26 Mitsui Constr Co Ltd Roof section modifying method for tank
JP2016223275A (en) * 2015-06-01 2016-12-28 株式会社小笠原工業所 Water reservoir for disaster-time water supply
JP2017096081A (en) * 2015-11-27 2017-06-01 株式会社小笠原工業所 Water storage tank for disaster time water service
CN114835268A (en) * 2022-05-26 2022-08-02 郑州碧兴环保科技有限公司 Potential energy biological sewage purifier

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