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JPS6030816B2 - Pressurized submersible box method and its excavation machine - Google Patents
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JPS6030816B2 - Pressurized submersible box method and its excavation machine - Google Patents

Pressurized submersible box method and its excavation machine

Info

Publication number
JPS6030816B2
JPS6030816B2 JP2315581A JP2315581A JPS6030816B2 JP S6030816 B2 JPS6030816 B2 JP S6030816B2 JP 2315581 A JP2315581 A JP 2315581A JP 2315581 A JP2315581 A JP 2315581A JP S6030816 B2 JPS6030816 B2 JP S6030816B2
Authority
JP
Japan
Prior art keywords
pressure
chamber
valve
work
excavation machine
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
JP2315581A
Other languages
Japanese (ja)
Other versions
JPS57140426A (en
Inventor
良策 佐藤
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP2315581A priority Critical patent/JPS6030816B2/en
Publication of JPS57140426A publication Critical patent/JPS57140426A/en
Publication of JPS6030816B2 publication Critical patent/JPS6030816B2/en
Expired legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D23/00Caissons; Construction or placing of caissons
    • E02D23/08Lowering or sinking caissons
    • E02D23/10Caissons filled with compressed air

Landscapes

  • Engineering & Computer Science (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)

Description

【発明の詳細な説明】 本発明は水底地層又は漠水地層にコンクリート建造物を
建設する圧気潜函工法の改良とそれに使用する掘削機械
に関するものである。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to an improvement in a pressurized submerged box construction method for constructing concrete structures in underwater strata or aquatic strata, and to an excavation machine used therein.

周知のように、圧気潜函工法は潜函体底部に高圧気密室
(作業室)を形成し、それに高圧空気を−注入して湊水
を排除して、作業員はその高圧気密室に入って掘削作業
を行し、潜函体を沈下せしめる工法であるため、作業員
が減圧症にかかる危険があり、労働安全衛生法及び高気
圧作業安全衛生規則第IS条‘こより通常の労働時間に
よる作業は禁止されており、別表第一、第二により高気
圧下に滞在する時間(曝露時間)や減圧時間等が厳しく
決められている。
As is well known, in the pressurized submersible box construction method, a high-pressure airtight chamber (working chamber) is formed at the bottom of the submersible, high-pressure air is injected into it to remove water from the mine, and workers enter the high-pressure airtight chamber to excavate. Since this is a construction method in which the submersible is submerged during construction, there is a risk that workers may suffer from decompression sickness, and as per Article IS of the Industrial Safety and Health Act and the Hyperbaric Work Safety and Health Regulations, work during normal working hours is prohibited. According to Appended Tables 1 and 2, the time to stay under high pressure (exposure time) and depressurization time are strictly determined.

例えば と定められている。for example It is stipulated that

このため、実際の作業は気圧が4.0k9以上、即ち水
深4肌以上は不可能とされて、潜函工法は施工されてい
なかった。
For this reason, it was considered impossible to carry out actual work at an atmospheric pressure of 4.0k9 or higher, that is, at a water depth of 4 skins or more, and the submerged box method was not used.

そこで本発明は、従来行なわれている作業気圧が4.0
k9以下の場合は勿論のこと、4.0kg以上の場合で
も1日8時間程度の作業時間を確保出来る圧気潜函工法
をここに提案しようとするものである。
Therefore, in the present invention, the conventional working pressure is 4.0.
We are hereby proposing a pressurized submersible box construction method that can secure about 8 hours of work time per day not only when the weight is 9 kg or less, but also when the weight is 4.0 kg or more.

即ち、本発明は、コンクリート建造物の下部に作業室を
形成し、その上部に下部は作業室に上部は竪管(シャフ
ト)に夫々扉を介して蓮適する気間室を設け、且つ前記
作業室内には観察窓付耐圧制御室とこの耐圧制御室内の
操縦装置により制御される掘削機械を設けると共に前記
耐圧制御室内を大気圧に保持するように構成し、作業員
はこの耐圧制御室内から前記掘削機械を操縦して掘削作
業を行うことを特徴とする潜函工法である。
That is, the present invention forms a working chamber in the lower part of a concrete building, and provides an air chamber in the upper part of the working chamber, into which the lower part is connected to the working chamber and the upper part is connected to the vertical pipe (shaft) through doors. The room is equipped with a pressure control room with an observation window and an excavation machine controlled by a control device inside the pressure control room, and is configured to maintain the pressure control room at atmospheric pressure. This is a submerged box construction method characterized by operating an excavating machine to perform excavation work.

人間は高気圧下に一定時間以上滞在すると、体内に入っ
た窒素により大気圧に戻ったとき減圧症にかかるもので
、高気圧下の曝露時間を短かくすることができるならば
、減圧症にかかることなく実働作業時間を延すことが可
能になる。上記本発明にかかる庄気潜函工法は、曝露時
間の短縮を可能にするもので、掘削作業中、作業員を大
気圧下におくようにして、実働作業時間を延すようにし
たものである。以下図面について本発明工法を詳細に説
明する。
If humans stay under high pressure for a certain amount of time, they will suffer from decompression sickness when the pressure returns to atmospheric due to the nitrogen that enters their bodies.If the exposure time under high pressure could be shortened, decompression sickness would occur. This makes it possible to extend actual working hours without any hassle. The above-mentioned Sho air submersible box construction method according to the present invention makes it possible to shorten the exposure time, and extends the actual working time by keeping the worker under atmospheric pressure during excavation work. . The construction method of the present invention will be explained in detail below with reference to the drawings.

1は港函体、2は下部をスライド式扉3を介して高圧作
業室4に運通し、上部はスライド式扉5を介して竪管(
シャフト)6に蓮適する気間室で、竪管下部にロック作
業室7が設けられている。
1 is a port box, 2 is a lower part that is transported to a high-pressure work room 4 through a sliding door 3, and an upper part that is transported to a vertical pipe (
A locking chamber 7 is provided at the bottom of the vertical pipe.

8は分解、組立が容易なバックホーショベル(掘削機械
)で、運転席部に搭載された球型耐圧容器9内の操縦装
置によって制御されるよう作られている。
8 is a backhoe shovel (excavation machine) that is easy to disassemble and assemble, and is made to be controlled by a control device in a spherical pressure container 9 mounted in the driver's seat.

球型耐圧容器9は第2図に示すように、適宜設けられた
観察窓10と外開き扉11、操縦席12及び図示しなか
ったが操縦樟を具備し、且つ大気圧に弁i3を介して蓮
適する減圧用務気管14と、高圧作業室内に弁15を介
して連絡する加圧用送気管16が設けられている。
As shown in FIG. 2, the spherical pressure vessel 9 is equipped with an appropriately provided observation window 10, an outward-opening door 11, a pilot seat 12, and a control rod (not shown), and is connected to atmospheric pressure through a valve i3. A suitable decompression work trachea 14 and a pressurization air pipe 16 communicating with the high pressure work chamber via a valve 15 are provided.

前記減圧用排気管14とケーブル17は、高圧作業室天
井に設けられたレール18を走行するランナーから吊下
され、気間室2及びシャフト6内を経て、地上に引出さ
れている。
The depressurizing exhaust pipe 14 and the cable 17 are suspended from a runner running on a rail 18 provided on the ceiling of the high-pressure work room, pass through the air chamber 2 and the shaft 6, and are pulled out to the ground.

19,20,21は気間室2又は高圧作業室4に蓮適す
る空気圧入管、22は排気弁、23はタラップである。
Reference numerals 19, 20, and 21 are air inlet pipes suitable for the air chamber 2 or the high-pressure work chamber 4, 22 is an exhaust valve, and 23 is a gangway.

次に作業の手順について説明すると、先ず潜函体1の高
圧作業室4の上に通数のシャフト6を連結した気間室2
を固定し、扉3を閉じて高圧作業室4内に空気圧入管1
9を経て空気を圧入し作業室内の水を排除する。次に分
解されたバックホーショベル8及び球型耐圧容器9を周
知の手順で、作業室内に運び込み、図示のように粗立て
る。
Next, to explain the work procedure, first, the air chamber 2 is connected to the high-pressure working chamber 4 of the submersible body 1 with a number of shafts 6.
, close the door 3, and insert the air inlet pipe 1 into the high pressure work chamber 4.
Air is injected through step 9 to remove water from the work chamber. Next, the disassembled backhoe shovel 8 and the spherical pressure-resistant container 9 are carried into a work chamber according to a well-known procedure, and roughened as shown in the figure.

作業員はタラップ23又はェレベータによりロック作業
室7と高圧作業室4に降下し、高圧作業室4に降りた作
業員は扉11を開いて球型耐圧容器9内に入る。
The worker descends into the lock work room 7 and the high pressure work room 4 using the ramp 23 or the elevator, and the worker who descends into the high pressure work room 4 opens the door 11 and enters the spherical pressure vessel 9.

球型耐圧容器9内に入った作業員は、扉11を閉じた後
、弁15を閉じ、弁13を開き、球型耐圧容器9内の高
圧空気を大気圧中に排気し、室内を大気圧にした後、操
縦装簿を操作して掘削作業を開始する。
After entering the spherical pressure vessel 9, the worker closes the door 11, closes the valve 15, and opens the valve 13, exhausting the high pressure air inside the spherical pressure vessel 9 to atmospheric pressure, and making the room large. After reaching atmospheric pressure, operate the control equipment and begin excavation work.

掘削作業中、適宜弁15を開いて、呼吸に必要な空気を
導入し、且つ換気する。
During excavation work, the valve 15 is opened as appropriate to introduce air necessary for breathing and for ventilation.

掘削土砂の排出は、公知の要領で扉3,5を交互に開閉
し、シャフト6及び気間室2を通って高圧作業室4に吊
下したバケットにより排出する。
The excavated earth and sand are discharged by alternately opening and closing the doors 3 and 5 in a known manner, and by passing through the shaft 6 and the air chamber 2 and using a bucket suspended in the high-pressure work chamber 4.

掘削作業終了後作業員は弁13を閉じ弁15を開いて送
気管16から球型耐圧容器9内に高圧空気を導入し、外
部気圧と同一にしてから高圧作業室4外に出る。そして
、従来と同様の要領で、気間室2を経てロック作業室7
に出て、タラップ23又はェレベータを使って外部に出
る。
After completing the excavation work, the worker closes the valve 13, opens the valve 15, introduces high-pressure air into the spherical pressure-resistant container 9 from the air pipe 16, and leaves the high-pressure work chamber 4 after making it equal to the external pressure. Then, in the same manner as before, the lock working chamber 7 is passed through the air chamber 2.
Exit to the outside using gangway 23 or elevator.

以上のように本発明工法は高圧室内の作業ではあるが、
作業員は大気圧下に滞在するため労働安全衛生法と高気
圧作業安全衛生規則による労働時間の規制をうけないの
で、1日8時間の従釆全く考えられなかった長時間作業
が可能になり、作業能率を考慮すれば画期的な工法であ
る。
As mentioned above, although the method of the present invention involves work inside a high-pressure chamber,
Because workers stay under atmospheric pressure, their working hours are not regulated by the Industrial Safety and Health Act and the Hyperbaric Occupational Safety and Health Regulations, making it possible to work for long hours that would have been unimaginable under the 8-hour day. This is an innovative construction method when considering work efficiency.

また作業員の昇降は大気圧中で行うので、転落事故を響
くすると同時に簡易エレベーターの使用を可能にする等
の実益がある。実施例における球型耐圧容器9は扉11
を外開きとしたので、作業中は外圧がかかり、気密性は
完全に保持される。
Furthermore, since workers are raised and lowered under atmospheric pressure, there are practical benefits such as making it possible to use a simple elevator at the same time as preventing falls. The spherical pressure vessel 9 in the embodiment has a door 11
Because it opens outward, external pressure is applied during work, and airtightness is maintained completely.

また球型であるので、容器の肉厚を薄くすることが出来
、安価に提供することが出来る。また、呼吸用空気を高
圧作業室4から送気管16を介して導入するようにした
ので、潜函体外部より送気する場合よりも構造を簡単化
可能となった。実施例はバックホーショベルの運転席に
耐圧容器9、即ち耐圧制御室を設けて函内の地質条件を
確認し乍ら掘削作業を行うため、確実な掘削が山来る。
Moreover, since it is spherical, the wall thickness of the container can be made thin, and it can be provided at low cost. Furthermore, since breathing air is introduced from the high-pressure work chamber 4 through the air supply pipe 16, the structure can be made simpler than when the air is supplied from outside the submersible. In this embodiment, a pressure-resistant container 9, ie, a pressure-resistant control room, is provided in the driver's seat of the backhoe excavator, and the excavation work is carried out while checking the geological conditions inside the container, so that the excavation is carried out reliably.

刃□下掘削も可能である。なお耐圧容器9は作業状況確
認等、掘削以外の目的についても使用可能である。
Digging under the blade is also possible. Note that the pressure vessel 9 can also be used for purposes other than excavation, such as checking the work status.

ここでは、バックホーショベル8と耐圧容器9の搬入を
作業用気間室を経て行うように説明したが搬入用気間室
を別に設けるようにすることもある。
Here, it has been explained that the backhoe shovel 8 and the pressure container 9 are carried in through the working air chamber, but a carrying air chamber may be provided separately.

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

第1図は本発明の一実施例の縦断面図、第2図は球型耐
圧容器の拡大断面図である。 1.…・・潜函体、2・…・・気間室、3及び5…・・
・扉、4..・・・・高圧作業室、6…・・・シャフト
、7・・・・・・ロック作業室、8・・・・・・バック
ホーショベル、9・・・・・・球型耐圧容器、10・…
・・観察窓、11・・・・・・扉、12……操縦席、1
3及び15・・・・・・弁又はバルブ、14・・・・・
・排気管、16・・・・・・送気管、17・…・・ケー
ブル、18……レール、19及び20・・・・・・空気
圧入管、21,21・・・・・・排気管、22・・・・
・・排気弁、23……タラップ。 第2図 図 船
FIG. 1 is a longitudinal sectional view of an embodiment of the present invention, and FIG. 2 is an enlarged sectional view of a spherical pressure-resistant container. 1. ... Submerged body, 2... Air chamber, 3 and 5...
・Door, 4. .. ... High pressure work chamber, 6 ... Shaft, 7 ... Lock work room, 8 ... Backhoe shovel, 9 ... Spherical pressure vessel, 10. …
...observation window, 11...door, 12...cockpit, 1
3 and 15... Valve or valve, 14...
・Exhaust pipe, 16... Air pipe, 17... Cable, 18... Rail, 19 and 20... Air pressure pipe, 21, 21... Exhaust pipe, 22...
...exhaust valve, 23... gangway. Figure 2: Ship

Claims (1)

【特許請求の範囲】 1 コンクリート建造物の下部に高圧作業室を形成し、
その上部に、下部は前記高圧作業室に上部は竪管(シヤ
フト)に夫々扉を介して連通する気閘室を設け、且つ前
記高圧作業室内に外開き扉、弁を介して大気圧に連通す
る減圧用排気管及び高圧作業室内に弁を介して連絡する
加圧用送気管を備えた観察窓付耐圧制御室を搭載し、こ
の耐圧制御室内の操縦装置により制御される掘削機械を
設けると共に、前記耐圧制御室内を前記弁を操作して大
気圧に保持し、作業員はこの耐圧制御室内から前記掘削
機械を操縦して掘削作業を行うことを特徴とする圧気潜
函工法。 2 観察窓、外開き扉、大気圧に弁を介して連通する減
圧用排気管及び高圧作業室内に弁を介して連絡する加圧
用送気管を具備した球型耐圧制御室を搭載した掘削機械
[Claims] 1. A high-pressure working chamber is formed in the lower part of a concrete building,
At the top thereof, there is provided an air lock chamber which communicates with the high-pressure working chamber at the lower part and the vertical pipe (shaft) at the upper part through doors, and the high-pressure working chamber is connected to atmospheric pressure through an outward opening door and a valve. Equipped with a pressure-resistant control room equipped with an observation window equipped with a pressure-reducing exhaust pipe and a pressurizing air pipe connected to the high-pressure work chamber via a valve, and equipped with an excavation machine controlled by a control device in this pressure-resistant control room, A pressure submerged box construction method characterized in that the inside of the pressure control chamber is maintained at atmospheric pressure by operating the valve, and a worker operates the excavation machine from inside the pressure control chamber to perform excavation work. 2. An excavation machine equipped with a spherical pressure-resistant control chamber equipped with an observation window, an outward-opening door, a depressurizing exhaust pipe communicating with atmospheric pressure via a valve, and a pressurizing air pipe communicating with the high-pressure work chamber via a valve.
JP2315581A 1981-02-20 1981-02-20 Pressurized submersible box method and its excavation machine Expired JPS6030816B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2315581A JPS6030816B2 (en) 1981-02-20 1981-02-20 Pressurized submersible box method and its excavation machine

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2315581A JPS6030816B2 (en) 1981-02-20 1981-02-20 Pressurized submersible box method and its excavation machine

Publications (2)

Publication Number Publication Date
JPS57140426A JPS57140426A (en) 1982-08-31
JPS6030816B2 true JPS6030816B2 (en) 1985-07-18

Family

ID=12102697

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2315581A Expired JPS6030816B2 (en) 1981-02-20 1981-02-20 Pressurized submersible box method and its excavation machine

Country Status (1)

Country Link
JP (1) JPS6030816B2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE10064528B4 (en) 2000-12-22 2004-09-23 Dr.Ing.H.C. F. Porsche Ag Internal combustion engine, in particular for motorcycles

Also Published As

Publication number Publication date
JPS57140426A (en) 1982-08-31

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