JPS605093Y2 - Pressure caisson for spring water strata - Google Patents

Pressure caisson for spring water strata

Info

Publication number
JPS605093Y2
JPS605093Y2 JP11574580U JP11574580U JPS605093Y2 JP S605093 Y2 JPS605093 Y2 JP S605093Y2 JP 11574580 U JP11574580 U JP 11574580U JP 11574580 U JP11574580 U JP 11574580U JP S605093 Y2 JPS605093 Y2 JP S605093Y2
Authority
JP
Japan
Prior art keywords
caisson
chamber
drill
working chamber
pipe
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
Application number
JP11574580U
Other languages
Japanese (ja)
Other versions
JPS5651849U (en
Inventor
一義 釜床
和三 羽田野
嘉盛 小川
克明 東
行右 服部
Original Assignee
大豊建設株式会社
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 大豊建設株式会社 filed Critical 大豊建設株式会社
Priority to JP11574580U priority Critical patent/JPS605093Y2/en
Publication of JPS5651849U publication Critical patent/JPS5651849U/ja
Application granted granted Critical
Publication of JPS605093Y2 publication Critical patent/JPS605093Y2/en
Expired legal-status Critical Current

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Description

【考案の詳細な説明】 本考案は圧気ケーソンに関するもので、その目的とする
ところは湧水地層に高能率を以て沈下せしめうる圧気ケ
ーソンを提供するにある。
[Detailed description of the invention] The present invention relates to a pneumatic caisson, and its purpose is to provide a pneumatic caisson that can be sunk into a spring water stratum with high efficiency.

第1図は本考案圧気ケーソンの一実施例を示すもので、
この図において1はコンクリートよりなるケーソン本体
で、このケーソン本体は作業室2と、気量室3と、大気
室4とよりなるものである。
Figure 1 shows an embodiment of the pneumatic caisson of the present invention.
In this figure, reference numeral 1 denotes a caisson body made of concrete, and this caisson body consists of a working chamber 2, an air volume chamber 3, and an atmospheric chamber 4.

6は気量室3の上面スラブ5に取付けたシャフト、7,
8はこのシャフトの上端開口および下端開口を開閉する
ハツチ、9は作業室2の上面スラブ10に取付けたロッ
ク、11はこのロックの上端開口を開閉するハツチ、1
2はリバースサーキュレーションドリルで、このリバー
スサーキュレーションドリルはロック9の上面に載置さ
れたターンテーブル13と、このターンテーブルを回転
せしめるオイルモータ14と、ターンテーブル13の中
心部を貫通するケリーバ15と、このケリーバの下端に
接続され作業室2内に挿入されたドリルパイプ16と気
量室3の上面スラブ5を貫通するサクションパイプ17
と、このサクションパイプをケリーバ15にスイベルジ
ヨイント18を介して接続したサクションホース19と
よりなるものである。
6 is a shaft attached to the upper slab 5 of the air volume chamber 3;
8 is a hatch for opening and closing the upper and lower end openings of this shaft; 9 is a lock attached to the upper slab 10 of the working chamber 2; 11 is a hatch for opening and closing the upper end opening of this lock;
2 is a reverse circulation drill, and this reverse circulation drill includes a turntable 13 placed on the top surface of the lock 9, an oil motor 14 that rotates the turntable, and a kelly bar 15 that passes through the center of the turntable 13. A drill pipe 16 connected to the lower end of the kely bar and inserted into the working chamber 2 and a suction pipe 17 passing through the upper slab 5 of the air volume chamber 3
and a suction hose 19 which connects this suction pipe to the Kelly lever 15 via a swivel joint 18.

20は気量室3の上面スラブ5を貫通する給水パイプ、
21はこの給水パイプ下端に接続され作業室2内に垂下
された給水ホースである。
20 is a water supply pipe that penetrates the upper surface slab 5 of the air volume chamber 3;
21 is a water supply hose connected to the lower end of this water supply pipe and suspended into the working chamber 2.

本考案圧気ケーソンを湧水地層中に沈下せしめるには先
づリバースサーキュレーションドリル12をケーソン本
体1から一旦取除いて第2図に示すような状態とした後
このケーソンを公知の圧気ケーソン工法又はオープンケ
ーソン工法により湧木地層G内に沈下せしめる。
In order to sink the inventive pneumatic caisson into the spring water stratum, first, the reverse circulation drill 12 is removed from the caisson body 1 and the caisson is placed in the state shown in FIG. The open caisson construction method will be used to sink into the Yuki stratum G.

このようにしてこのケーソンが湧水地層G中の比較的浅
い深度まで沈下したらこのケーソン内に上記リバースサ
ーキュレーションドリル12を元のように取付けて第1
図に示すような状態として後シャフト6、気量室3およ
び作業室2内に加圧空気を送り込みその気圧により作業
室2内に浸出する地下水Wが気量室3及びシャフト6内
に浸入することを阻止しながらドリルパイプ16をオイ
ルモータ14によりロータリーテーブル13を介して回
転せしめてドリルパイプ16の下端のピット16′によ
り作業室2底面の地山を掘削しその掘削土砂を地下水W
と共にドリルパイプ16、ケリーバ15、スイベルジヨ
イント18、サクションホース19、サクションパイプ
17等をへて外部に排出せしめる。
When this caisson has sunk to a relatively shallow depth in the spring stratum G in this way, the reverse circulation drill 12 is installed in the caisson as before and the first
In the state shown in the figure, pressurized air is sent into the rear shaft 6, air volume chamber 3, and working chamber 2, and groundwater W leaking into the working chamber 2 due to the air pressure infiltrates into the air volume chamber 3 and shaft 6. While preventing this, the drill pipe 16 is rotated by the oil motor 14 via the rotary table 13, and the ground at the bottom of the work chamber 2 is excavated by the pit 16' at the lower end of the drill pipe 16, and the excavated earth and sand are drained into the groundwater W.
At the same time, the drill pipe 16, kely bar 15, swivel joint 18, suction hose 19, suction pipe 17, etc. are discharged to the outside.

このようにするとケーソンはその自重により湧水地層G
中に次第に沈下してゆくのでこの沈下が進むに従いこの
ケーソンの上にコンクリート筒(図示せず)を継足すと
共にサクションパイプ17も継足しこのケーソンおよび
コンクリート筒をその自重により所要の深さまで沈下せ
しめるものである。
In this way, the caisson will cause the spring water formation G due to its own weight.
The inside of the caisson gradually sinks, so as the sinking progresses, a concrete tube (not shown) is added to the top of the caisson, and a suction pipe 17 is also added, allowing the caisson and concrete tube to sink to the required depth by their own weight. It is something.

なおこの施工中に地下水の湧出が少なくなったときは給
水パイプ20および給水ホース21から外部の水を作業
室2内に補給しながら上記と同様の施工を行なうもので
ある。
If the amount of underground water becomes low during this construction, the same construction as above is carried out while replenishing water from the outside into the work room 2 from the water supply pipe 20 and the water supply hose 21.

本考案のケーソンはこれを湧水地層内に沈下せしめるに
当り上記のようにこの地層の比較的浅い深度までの沈下
には圧気ケーソン工法又はオープンケーソン工法のよう
な煩雑な手数を要する工法で施工を行なうがそれ以後の
深い深度までの沈下にはリバースサーキュレーションド
リル工法のような煩雑な手数を要しない工法で施工を行
なうので従来のケーソンのように湧水地層内への沈下の
全工程を圧気ケーソン工法又はオープンケーソン工法の
ような煩雑な手数を要する工法で行なうものに比しその
施工が著しく簡素化されると共に施工期間の短縮をはか
ることができ施工能率を格段に向上せしめることができ
るものである。
The caisson of this invention is made to sink into the spring water stratum, and as mentioned above, it is constructed using a complicated construction method such as the pressure air caisson construction method or the open caisson construction method to sink to a relatively shallow depth in this stratum. However, the subsequent subsidence to a deep depth is carried out using a construction method that does not require complicated labor, such as the reverse circulation drilling method, so the entire process of subsidence into the spring water stratum is not required like a conventional caisson. Compared to methods that require complicated labor, such as the pressurized caisson construction method or the open caisson construction method, construction is significantly simplified, the construction period can be shortened, and construction efficiency can be significantly improved. It is possible.

又従来特公昭36−57咥公報記載のケーソンのように
圧気ケーソン内にパケット式リフトコンベヤを設けこれ
により掘削土砂を外部に排出するものもすでに提案され
ているがこのようなものは掘削土砂をパケット内で掬い
上げて外部に排出するものであるからこの掘削土砂の排
出能率が著しく低いものである。
In addition, it has already been proposed that a packet-type lift conveyor is installed inside the pneumatic caisson to discharge the excavated soil to the outside, as in the caisson described in the Japanese Patent Publication No. 36-57. Since the excavated soil is scooped up in a packet and discharged to the outside, the efficiency of discharging the excavated soil is extremely low.

然るに本考案のものはリバースサーキュレーションドリ
ルにより掘削土砂を地下水又は外部からの補給水と共に
吸い上げて外部に排出するものであるから上記公報記載
のものに比し掘削土砂の排出能率が遥かに高いものであ
る。
However, since the device of the present invention uses a reverse circulation drill to suck up excavated soil together with groundwater or supplementary water from outside and discharge it to the outside, it has a much higher discharge efficiency of excavated soil than the one described in the above publication. It is.

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

第1図は本考案圧気ケーソンの一実施例の縦断面図、第
2図は上記圧気ケーソンの内部に設けたリバースサーキ
ュレーションドリルを除去した状態を示す図面である。 2・・・・・・作業室、16・・・・・・ドリルパイプ
、13゜14.15・・・・・・ドリルパイプを回転せ
しめる装置i、17.19・・・・・・サクションパイ
プ、12・・・・・・リバースサーキュレーションドリ
ル、1・・・・・・ケーソン本体。
FIG. 1 is a longitudinal sectional view of one embodiment of the pneumatic caisson of the present invention, and FIG. 2 is a drawing showing the state in which the reverse circulation drill provided inside the pneumatic caisson is removed. 2...Working room, 16...Drill pipe, 13°14.15...Device i for rotating the drill pipe, 17.19...Suction pipe , 12... Reverse circulation drill, 1... Caisson body.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] スラブおよび開閉可能なハツチを介して内部が大気室、
気量室および作業室等に順次区画形成されたケーソン本
体に、前記大気室から作業室まで延び作業室内に給水可
能な給水手段を設けると共に、前記作業室内に設けられ
た先端にビットを有するドリルパイプと、このドリルパ
イプを回転せしめる前記気量室内に設けられた装置と、
前記ドリルパイプの上端に接続したサクションパイプと
より成るリバースサーキュレーションドリルを前記ケー
ソン本体に着脱自在に取付けたことを特徴とする湧水地
層用圧気ケーソン。
The interior is an atmospheric chamber through a slab and a hatch that can be opened and closed.
A drill having a water supply means extending from the atmospheric chamber to the working chamber and capable of supplying water into the working chamber in a caisson body which is sequentially divided into an air volume chamber, a working chamber, etc., and having a bit at the tip provided in the working chamber. a pipe, and a device provided in the air volume chamber for rotating the drill pipe;
A pressurized air caisson for spring water strata, characterized in that a reverse circulation drill consisting of a suction pipe connected to the upper end of the drill pipe is detachably attached to the caisson body.
JP11574580U 1980-08-15 1980-08-15 Pressure caisson for spring water strata Expired JPS605093Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP11574580U JPS605093Y2 (en) 1980-08-15 1980-08-15 Pressure caisson for spring water strata

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP11574580U JPS605093Y2 (en) 1980-08-15 1980-08-15 Pressure caisson for spring water strata

Publications (2)

Publication Number Publication Date
JPS5651849U JPS5651849U (en) 1981-05-08
JPS605093Y2 true JPS605093Y2 (en) 1985-02-15

Family

ID=29347979

Family Applications (1)

Application Number Title Priority Date Filing Date
JP11574580U Expired JPS605093Y2 (en) 1980-08-15 1980-08-15 Pressure caisson for spring water strata

Country Status (1)

Country Link
JP (1) JPS605093Y2 (en)

Also Published As

Publication number Publication date
JPS5651849U (en) 1981-05-08

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