JPH07189265A - Draining method of shallow sump in pit excavation construction and two tank type shallow sump - Google Patents

Draining method of shallow sump in pit excavation construction and two tank type shallow sump

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Publication number
JPH07189265A
JPH07189265A JP34823093A JP34823093A JPH07189265A JP H07189265 A JPH07189265 A JP H07189265A JP 34823093 A JP34823093 A JP 34823093A JP 34823093 A JP34823093 A JP 34823093A JP H07189265 A JPH07189265 A JP H07189265A
Authority
JP
Japan
Prior art keywords
tank
main tank
sub
water
spring water
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
Application number
JP34823093A
Other languages
Japanese (ja)
Inventor
Masaaki Harayama
雅明 原山
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.)
Takenaka Komuten Co Ltd
Original Assignee
Takenaka Komuten Co Ltd
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 Takenaka Komuten Co Ltd filed Critical Takenaka Komuten Co Ltd
Priority to JP34823093A priority Critical patent/JPH07189265A/en
Publication of JPH07189265A publication Critical patent/JPH07189265A/en
Pending legal-status Critical Current

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Abstract

PURPOSE:To solve a defect, in which construction cost is increased owing to the difficulty of the simultaneous execution of drainage construction and cut-off construction, the cause of the delaying of the term of work due to the difficulty of the simultaneous execution of both construction, the generation of the augmentation of the cost of construction due to the usage of an admixture and the burying of a drain pump at the time of a large quantity of spring water according to the status of spring water after a mat foundation is placed when a shallow sump as one tank is used in pit excavation construction. CONSTITUTION:An underwater pump 19 is installed into the main tank 3 of a shallow sump 1 divided into two of the main tank 3 and a sub-tank 4, spring water in the main tank 3 is discharged, the underwater pump 19 is transferred into the sub-tank 4, spring water is discharged into the sub-tank 4, the upper section of the main tank 3 is covered with an upper cover 11 and the main tank is hermetically sealed, and water in the sub-tank 4 is drained and the underwater pump 19 is removed. The opening edge of the shallow sump 1 separated into the main tank 3 and the sub-tank 4 is surrounded circumferentially with an upper frame 5, a large number of through-holes 8 are formed in parallel to the sidewall 7 of the main tank 3 and a sand preventive net 9 is stretched on an external surface, the main tank 3 is hermetically sealed with the upper cover 11, and a drain valve 15 is mounted on a partition wall 2 toward the sub-stank 4 side.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】この発明は、主として根切り工事
その他の地下工事において、べた基礎のコンクリートを
打設し釜場を設けて排水を行う場合、排水を良好な状態
で行うとともに完全な止水を行う方法および2槽型釜場
に関するものである。
BACKGROUND OF THE INVENTION The present invention is mainly used for root cutting work and other underground works where solid foundation concrete is laid and a pot is provided to drain water. The present invention relates to a method of performing water and a 2-tank type kettle.

【0002】[0002]

【従来の技術】従来、根切り工事を行うには、べた基礎
のコンリートを打設してその中央部分に1槽の釜場を設
置し、その釜場内に溜った水を排水ポンプで揚水し排水
を行い、湧水が少ない場合は釜場内の水が少なくなった
時点で釜場に蓋を施し止水を行っていたが、湧水が多い
場合は排水を行いながら止水工事を行わなければなら
ず、その場合でも湧水の状況によってはコンクリートに
粘稠剤や硬化促進剤等の混和剤を使用しなければならな
い場合があり、また最悪の場合はコンクリートを釜場を
覆うように打設して埋殺しにするようにする場合が生じ
ていた。
2. Description of the Related Art Conventionally, in order to perform root cutting work, a solid foundation concrete is placed, a tank for one tank is installed in the central part, and water accumulated in the tank is pumped up by a drainage pump. If water was drained and the spring water was low, the water was drained from the water at the time when the water in the water tank was low, but the water was drained if there was a lot of spring water. Even in that case, it may be necessary to use an admixture such as a thickening agent or a hardening accelerator for the concrete depending on the situation of the spring water, and in the worst case, the concrete should be struck to cover the kettle. There was a case where it was set up and buried.

【0003】[0003]

【発明が解決しようとする課題】前記、従来の根切り工
事における排水のように1槽の釜場を使用する場合は、
べた基礎のコンクリートを打設した後、湧水の状況によ
っては排水が捗らず、それに伴って排水工事と止水工事
を同時に施工することが困難である場合が生じ、工期を
遅らせる原因となり、あるいは混和剤の使用による工費
の増加が生じていた。また、湧水が多量の時は水中ポン
プを埋殺すため、やはり工費が増加する欠点があった。
When using a one-pot kettle as in drainage in the conventional root cutting work,
After pouring concrete of solid foundation, drainage may not progress depending on the situation of spring water, which may make it difficult to perform drainage work and water stoppage work at the same time, causing a delay in the construction period, or There was an increase in construction costs due to the use of admixtures. In addition, since the submersible pump is buried when the amount of spring water is large, there is also a drawback that the construction cost also increases.

【0004】この発明は、これらの欠点を解消し、釜場
を主と副の2槽に分け、主槽内の排水作業を行った後の
湧水は副槽へ流出させて、湧水が主槽から溢れることが
ないように副槽内に移動した水を排水することによって
主槽の止水作業が完全に行えるようにし、その後に副槽
への流水を遮断して副槽内の水の排水が完了した後、排
水ポンプを撤去し、副槽内にも駄目コンクリートを打設
して地盤からの湧水を完封する排水方法およびこの排水
方法を行うための比較的簡単な構造の2槽型釜場を提供
することを課題とするものである。
The present invention eliminates these drawbacks, divides the kettle into two tanks, a main tank and a sub tank, and drains the spring water after draining the main tank to the sub tank to prevent the spring water from flowing. By draining the water that has moved into the sub tank so that it does not overflow from the main tank, it is possible to completely stop the water in the main tank. After the drainage of the water is completed, the drainage pump is removed, and spoiled concrete is also placed in the sub tank to completely seal the spring water from the ground, and a relatively simple structure for performing this drainage method. It is an object to provide a tank type kettle.

【0005】[0005]

【課題を解決するための手段】この発明は、前記の課題
を解決するため、主槽と副槽に2分した釜場の主槽内に
水中ポンプを設置し、主槽内における湧水を水中ポンプ
で排水した後、副槽内へ水中ポンプを移設し、前記排水
作業を行った後の湧水は副槽内へ流出させながら、主槽
の上部開口部に上蓋を被せて密閉して止水作業を行った
後、主槽からの副槽内への湧水の流出を遮断し、同時に
副槽内にある流入水を水中ポンプで排水し空所として水
中ポンプを撤去するようにした根切り工事における釜場
の排水方法、および中央部の仕切板によって主槽と副槽
の2槽に分離された釜場の各上方を開口とするととも
に、それらの上端縁に上部枠を周設し、主槽の仕切板を
除く三方の側壁に多数の縦長の透孔を並列して設け、主
槽の上部枠を覆う上蓋を取外し密閉可能に設け、仕切板
の中央部付近の副槽側に排水バルブを設けた根切り工事
における2槽型釜場ならびに主槽の側壁に設けられた多
数の縦長の透孔の外面に防砂網を張設した根切り工事に
おける2槽型釜場からなる手段を講じるものである。
In order to solve the above-mentioned problems, the present invention installs a submersible pump in the main tank of the cauldron which is divided into a main tank and a sub tank so as to prevent the spring water in the main tank. After draining with a submersible pump, move the submersible pump into the sub tank, and while letting the spring water after the drainage work flow into the sub tank, cover the upper opening of the main tank with a top lid and seal it. After the water stoppage work, the outflow of spring water from the main tank into the sub tank was blocked, and at the same time, the inflow water in the sub tank was drained by the submersible pump and the submersible pump was removed as a void. The drainage method of the kettle in root cutting work and the opening above each of the kettle separated into two tanks, the main tank and the sub tank by the partition plate in the center, and the upper frame around the upper edge However, a number of vertically long through holes are provided in parallel on the three side walls except the partition plate of the main tank to cover the upper frame of the main tank. On the outer surface of a large number of vertically extending through holes provided in the side wall of the main tank and the two tank type cauldron in the root cutting work in which the drain valve is provided on the sub tank side near the center of the partition plate. A means consisting of a two-tank type cauldron will be taken in the root cutting work in which a sand barrier is stretched.

【0006】[0006]

【実施例】この発明の実施例について図面を参照して説
明する。図1において、鉄板製の釜場1は、中央部に仕
切板2を設け、左側の主槽3と右側の副槽4の2槽に分
離され、主槽3と副槽4の上部は開口させ上端縁および
その下の周縁にはアングル材からなる上部枠5および下
部枠6が取巻くように設けられ、下部枠6のやや下方の
仕切板2を除く三方の側壁7には間隔を置いて水抜き用
の多数の縦長の透孔8が縦に並列して設けられるととも
に、三方の側壁7の外面にはステンレスメッシュ等のよ
うな防砂網9が張設されており、主槽3の上部枠5の上
にはゴムパッキン10が、その上には上蓋11が設けら
れるとともに、それら3部品を通してボルト孔12a、
12b、12cが設けられ、これらの孔にはボルト13
が挿通されナット14によって固く締めつけられ、また
仕切板2の下部枠6の位置より下方の中央部分に排水バ
ルブ15が副槽4側に向って取付けられて構成されてい
る。
Embodiments of the present invention will be described with reference to the drawings. In FIG. 1, an iron plate-made cauldron 1 is provided with a partition plate 2 in the center and is divided into two tanks, a main tank 3 on the left side and a sub tank 4 on the right side, and the upper parts of the main tank 3 and the sub tank 4 are open. An upper frame 5 and a lower frame 6 made of an angle member are provided so as to surround the upper edge and the lower edge thereof, and the three side walls 7 except the partition plate 2 slightly below the lower frame 6 are spaced from each other. A large number of vertically extending through holes 8 for draining water are provided vertically in parallel, and a sand screen 9 such as a stainless steel mesh is stretched on the outer surfaces of the side walls 7 on three sides. A rubber packing 10 is provided on the frame 5, and an upper lid 11 is provided on the rubber packing 10. The bolt holes 12a,
12b and 12c are provided, and bolts 13 are provided in these holes.
Is inserted and fastened tightly by a nut 14, and a drain valve 15 is attached to the central portion of the partition plate 2 below the position of the lower frame 6 toward the sub-tank 4 side.

【0007】つぎに、根切り工事における釜場の排水方
法について説明する。図2において、建造物の基礎また
は地下部分を築造するため地盤16の所要の空間を掘削
して、べた基礎17を打設する場合、その空間の中央部
に主槽3と副槽4を仕切板2を介して連結した釜場1を
埋設するピットを掘り下ろして釜場1を設置し、釜場1
の周囲にべた基礎17を打設する。主槽3の側壁7には
多数の透孔8が設けられているので、ステンレスメッシ
ュ等の防砂網9を通して湧水18が主槽3内に浸出して
くるので、排水バルブ15を閉じて主槽3内に水中ポン
プ19を設置し、湧水18を揚水して排水する。湧水1
8が主槽3から溢れないように排水が進み排水バルブ1
5の位置より下がる程度となると、図3に示すように水
中ポンプ19を副槽4内に移設すると同時に排水バルブ
15を開き、主槽3内に増水してくる湧水18を副槽4
内に排水し、その排水された水を移設した水中ポンプ1
9によって揚水し排水する。その間に主槽3の上端縁に
取付けた上部枠5上にゴムパッキン10を介して上蓋1
1を被せ、ボルト13ナット14で締付けて主槽3を完
全に密封する。
Next, a drainage method of the kettle in the root cutting work will be described. In FIG. 2, when a required space of the ground 16 is excavated and a solid foundation 17 is placed in order to build a foundation or an underground portion of the building, the main tank 3 and the sub tank 4 are partitioned in the center of the space. The pit for burying the pottery 1 connected via the plate 2 is dug down to set up the pottery 1, and the pottery 1 is installed.
Place a solid foundation 17 around the. Since a large number of through holes 8 are provided in the side wall 7 of the main tank 3, the spring water 18 seeps into the main tank 3 through the sand-proof mesh 9 such as a stainless mesh, so the drain valve 15 is closed. The submersible pump 19 is installed in the tank 3, and the spring water 18 is pumped up and drained. Spring 1
Drain valve 1 so that 8 does not overflow from main tank 3
As shown in FIG. 3, the submersible pump 19 is moved into the sub-tank 4 and the drain valve 15 is opened at the same time as the sub-tank 4 increases the spring water 18 increasing in the main tank 3 as shown in FIG.
Submersible pump 1 that drains water inside and relocates the drained water
Pump and drain according to 9. In the meantime, the upper lid 1 is mounted on the upper frame 5 attached to the upper edge of the main tank 3 via the rubber packing 10.
1 and then tighten the bolts 13 and nuts 14 to completely seal the main tank 3.

【0008】つぎに、排水バルブ15を閉じ、副槽4内
に溜った水を水中ポンプ19で揚水し排水すると、副槽
4内には水が無い空所となるので、図4に示すように水
中ポンプ19を副槽4内から撤去する。その後、図5に
示すように主槽3の上部および副槽4内まで建造物の主
基礎のコンクリート20を打設することにより地下から
湧水の恐れのない基礎を構築することができる。
Next, the drain valve 15 is closed, and the water accumulated in the sub-tank 4 is pumped up by the submersible pump 19 and drained. Then, the submersible pump 19 is removed from the sub tank 4. After that, as shown in FIG. 5, by placing concrete 20 of the main foundation of the structure into the upper part of the main tank 3 and the inside of the sub tank 4, it is possible to construct a foundation without fear of spring water from underground.

【0009】[0009]

【発明の効果】請求項1の発明は、釜場を主と副の2槽
に分け、主槽内の排水作業を行った後の湧水は副槽へ流
出させ、この流出した湧水は水中ポンプを副槽に移設す
ることによって副槽から排水できるので、主槽内の湧水
によって主槽から溢水することがなく、主槽の止水作業
は何等の障害もなく容易に行うことができ、混和剤等を
注入する必要もなく、水中ポンプの移設が容易であるの
で水中ポンプを埋殺しにする必要もなく、副槽は主槽間
の流水を遮断して排水できるので副槽は完全に排水さ
れ、主基礎は主槽の周囲および副槽内の駄目コンクリー
トを含めて完全に止水された地盤上に構築することがで
きる。
According to the invention of claim 1, the kettle is divided into a main tank and a sub tank, and the spring water after draining the main tank is discharged to the sub tank. By moving the submersible pump to the sub tank, it can be drained from the sub tank.Therefore, the water in the main tank will not overflow from the main tank, and the water stopping work of the main tank can be easily performed without any obstacles. In addition, it is not necessary to inject admixtures, etc., and it is easy to relocate the submersible pump, so there is no need to bury the submersible pump.The sub tank can be drained by shutting off running water between the main tanks. It is completely drained and the main foundation can be built on a completely water-stopped ground, including useless concrete around the main tank and in the sub tank.

【0010】請求項2の発明は、釜場を中間壁によって
2槽に分割し、上蓋で密閉できる主槽には中間壁を除く
三方の側壁に透孔が多数列設され、中間壁の副槽側には
排水バルブを設けたという簡単な構造であるので故障を
生じることがなく、製造価格も安価にでき、この装置に
よって、請求項1の発明の容易で完全な排水方法を行う
ことができる。また請求項3の発明は、防砂網によって
主槽の側壁に設けられた多数の透孔から砂の微粒子が釜
場内に侵入することを防止し、釜場内に溜る湧水の量が
少なくなり止水作業時間を少なくすることがない。
According to the second aspect of the present invention, the kettle is divided into two tanks by the intermediate wall, and the main tank which can be sealed with the upper lid is provided with a large number of through holes in three side walls except the intermediate wall. Since it has a simple structure in which a drain valve is provided on the tank side, no trouble occurs and the manufacturing cost can be reduced. With this device, the easy and complete drainage method of the invention of claim 1 can be performed. it can. Further, the invention of claim 3 prevents the fine particles of sand from entering the inside of the kettle through the large number of through holes provided in the side wall of the main tank by means of the sand-preventing net, and the amount of spring water accumulated in the kettle is reduced to prevent it. Does not reduce the water working time.

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

【図1】この発明の実施例を示す釜場の一部分解斜視図
である。
FIG. 1 is a partially exploded perspective view of a kettle according to an embodiment of the present invention.

【図2】同じく排水方法を示す縦断正面図である。FIG. 2 is a vertical sectional front view showing a drainage method of the same.

【図3】同じく縦断正面図である。FIG. 3 is likewise a vertical sectional front view.

【図4】同じく縦断正面図である。FIG. 4 is a vertical sectional front view of the same.

【図5】同じく縦断正面図である。FIG. 5 is a vertical sectional front view of the same.

【符号の説明】[Explanation of symbols]

1 釜場 2 仕切板 3 主槽 4 副槽 5 上部枠 7 側壁 8 透孔 9 防砂網 11 上蓋 15 排水バルブ 19 水中ポンプ 1 Kamaba 2 Partition plate 3 Main tank 4 Sub tank 5 Upper frame 7 Side wall 8 Through hole 9 Sand protection net 11 Top lid 15 Drain valve 19 Submersible pump

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 主槽(3)と副槽(4)に2分した釜場
(1)の主槽(3)内に水中ポンプ(19)を設置し、
主槽(3)内における湧水を水中ポンプ(19)で排水
した後、副槽(4)内へ水中ポンプ(19)を移設し、
前記排水作業を行った後の湧水は副槽(4)内へ流出さ
せながら、主槽(3)の上部開口部に上蓋(11)を被
せて密閉して止水作業を行った後、主槽(3)からの副
槽(4)内への湧水の流出を遮断し、同時に副槽(4)
内にある流入水を水中ポンプ(19)で排水し空所とし
て水中ポンプ(19)を撤去するようにした根切り工事
における釜場の排水方法。
1. A submersible pump (19) is installed in a main tank (3) of a cauldron (1) which is divided into a main tank (3) and a sub tank (4).
After draining the spring water in the main tank (3) with the submersible pump (19), the submersible pump (19) is moved into the sub tank (4),
After the spring water after performing the drainage work is discharged into the sub tank (4), the upper opening (11) is covered on the upper opening of the main tank (3) to seal the water, and the water stop operation is performed. The outflow of spring water from the main tank (3) into the sub tank (4) is blocked, and at the same time, the sub tank (4)
A drainage method for a cauldron in root cutting work in which inflow water inside is drained by a submersible pump (19) and the submersible pump (19) is removed as a void.
【請求項2】 中央部の仕切板(2)によって主槽
(3)と副槽(4)の2槽に分離された釜場(1)の各
上方を開口とするとともに、それらの上端縁に上部枠
(5)を周設し、主槽(3)の仕切板(2)を除く三方
の側壁(7)に多数の縦長の透孔(8)を並列して設
け、主槽(3)の上部枠(5)を覆う上蓋(11)を取
外し密閉可能に設け、仕切板(2)の中央部付近の副槽
(4)側に排水バルブ(15)を設けた根切り工事にお
ける2槽型釜場。
2. An opening is provided above each of the kettles (1) separated into two tanks, a main tank (3) and a sub tank (4) by a partition plate (2) at the central portion, and their upper edges. An upper frame (5) is provided around the main tank (3), and side walls (7) on three sides of the main tank (3) excluding the partition plate (2) are provided with a number of vertically elongated through holes (8) in parallel. 2) in the root cutting work in which the upper lid (11) covering the upper frame (5) of (1) is detachably provided so as to be hermetically sealed, and the drainage valve (15) is provided on the sub tank (4) side near the central portion of the partition plate (2). Tank-type kettle.
【請求項3】 主槽(3)の側壁(7)に設けられた多
数の縦長の透孔(8)の外面に防砂網(9)を張設した
請求項2の根切り工事における2槽型釜場。
3. The two tanks for root cutting work according to claim 2, wherein a sand-proof net (9) is stretched on the outer surface of a large number of vertically extending through holes (8) provided in the side wall (7) of the main tank (3). Kamaba.
JP34823093A 1993-12-24 1993-12-24 Draining method of shallow sump in pit excavation construction and two tank type shallow sump Pending JPH07189265A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP34823093A JPH07189265A (en) 1993-12-24 1993-12-24 Draining method of shallow sump in pit excavation construction and two tank type shallow sump

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP34823093A JPH07189265A (en) 1993-12-24 1993-12-24 Draining method of shallow sump in pit excavation construction and two tank type shallow sump

Publications (1)

Publication Number Publication Date
JPH07189265A true JPH07189265A (en) 1995-07-28

Family

ID=18395625

Family Applications (1)

Application Number Title Priority Date Filing Date
JP34823093A Pending JPH07189265A (en) 1993-12-24 1993-12-24 Draining method of shallow sump in pit excavation construction and two tank type shallow sump

Country Status (1)

Country Link
JP (1) JPH07189265A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106836232A (en) * 2017-03-30 2017-06-13 中国华西企业股份有限公司 Deep basal pit pressure-bearing water seal drainage construction technique
CN112227394A (en) * 2020-10-20 2021-01-15 贵州建工集团第一建筑工程有限责任公司 Foundation pit water burst drainage recharge construction method

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106836232A (en) * 2017-03-30 2017-06-13 中国华西企业股份有限公司 Deep basal pit pressure-bearing water seal drainage construction technique
CN106836232B (en) * 2017-03-30 2019-01-29 中国华西企业股份有限公司 Deep basal pit pressure-bearing water seal drainage construction technique
CN112227394A (en) * 2020-10-20 2021-01-15 贵州建工集团第一建筑工程有限责任公司 Foundation pit water burst drainage recharge construction method

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