JPH0258632A - Pneumatic caisson construction and device therefor - Google Patents
Pneumatic caisson construction and device thereforInfo
- Publication number
- JPH0258632A JPH0258632A JP20940088A JP20940088A JPH0258632A JP H0258632 A JPH0258632 A JP H0258632A JP 20940088 A JP20940088 A JP 20940088A JP 20940088 A JP20940088 A JP 20940088A JP H0258632 A JPH0258632 A JP H0258632A
- Authority
- JP
- Japan
- Prior art keywords
- room
- pressurized
- living
- chamber
- living room
- 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
Links
- 238000010276 construction Methods 0.000 title claims description 7
- 230000009189 diving Effects 0.000 claims description 15
- 239000007789 gas Substances 0.000 abstract description 9
- CURLTUGMZLYLDI-UHFFFAOYSA-N Carbon dioxide Chemical compound O=C=O CURLTUGMZLYLDI-UHFFFAOYSA-N 0.000 abstract description 6
- 238000009412 basement excavation Methods 0.000 abstract description 5
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract description 4
- 229910002092 carbon dioxide Inorganic materials 0.000 abstract description 3
- 239000001569 carbon dioxide Substances 0.000 abstract description 3
- 229920006395 saturated elastomer Polymers 0.000 abstract 2
- 229940003953 helium / oxygen Drugs 0.000 abstract 1
- 239000001307 helium Substances 0.000 description 5
- 229910052734 helium Inorganic materials 0.000 description 5
- SWQJXJOGLNCZEY-UHFFFAOYSA-N helium atom Chemical compound [He] SWQJXJOGLNCZEY-UHFFFAOYSA-N 0.000 description 5
- QVGXLLKOCUKJST-UHFFFAOYSA-N atomic oxygen Chemical compound [O] QVGXLLKOCUKJST-UHFFFAOYSA-N 0.000 description 4
- 239000001301 oxygen Substances 0.000 description 4
- 229910052760 oxygen Inorganic materials 0.000 description 4
- IJGRMHOSHXDMSA-UHFFFAOYSA-N Atomic nitrogen Chemical compound N#N IJGRMHOSHXDMSA-UHFFFAOYSA-N 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 239000003673 groundwater Substances 0.000 description 2
- 239000011261 inert gas Substances 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 239000000203 mixture Substances 0.000 description 2
- 206010019233 Headaches Diseases 0.000 description 1
- 208000004619 Inert Gas Narcosis Diseases 0.000 description 1
- 238000010521 absorption reaction Methods 0.000 description 1
- 210000004204 blood vessel Anatomy 0.000 description 1
- 238000007664 blowing Methods 0.000 description 1
- 238000005520 cutting process Methods 0.000 description 1
- 230000006837 decompression Effects 0.000 description 1
- 201000010099 disease Diseases 0.000 description 1
- 208000037265 diseases, disorders, signs and symptoms Diseases 0.000 description 1
- 208000002173 dizziness Diseases 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 230000029142 excretion Effects 0.000 description 1
- 231100000869 headache Toxicity 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 229910052757 nitrogen Inorganic materials 0.000 description 1
- 238000002360 preparation method Methods 0.000 description 1
- 230000029058 respiratory gaseous exchange Effects 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
Abstract
Description
【発明の詳細な説明】
〔産業上の利用分野〕
この発明は、地盤を深く掘削する場合、空気圧を用いて
地下水のゆう水を抑えながらケーソンを沈めて建物や橋
等の基礎を施工するニューマチックケーソン工法および
その装置に関するものである。[Detailed Description of the Invention] [Industrial Application Field] This invention is a new technology for constructing foundations for buildings, bridges, etc. by sinking caissons while suppressing groundwater flow using air pressure when excavating deep into the ground. This article relates to the matic caisson construction method and its equipment.
従来、ニューマチックケーソン工法は第2図に示すよう
に、ケーソン20の最下部に作業室21を設は送気管2
2から圧縮空気を送太し高圧下で作業を行い、作業員の
出入は立管23の上端部に二重のエアロツク24を設け
て高圧から大気圧へ徐々に慣らして潜かん病を防ぐよう
にする方法が行われていた。Conventionally, in the pneumatic caisson construction method, as shown in Fig. 2, a working chamber 21 was installed at the bottom of the caisson 20, and an air pipe 2 was installed.
Work is carried out under high pressure by blowing compressed air from 2, and a double air lock 24 is provided at the upper end of the standpipe 23 for workers to enter and exit, so that they gradually acclimatize from high pressure to atmospheric pressure to prevent latent diseases. There was a method to do this.
前記従来のニューマチックケーソン工法においては、圧
縮空気による高圧下で作業を行うため深さ30m程度以
上深くなると窒素酔いが生じて作業ができなくなり、結
局30m以上の深いケーソンの工事は実施できない問題
点があった。また、高圧下で作業を行うため作業員は3
0分ないし1時間以内に交代しなければならず、この場
合高圧のところから急に大気圧のところに出ると、目ま
い、頭痛を起したりはなはだしい時には血管破裂を起こ
すなどの潜かん病となるので中間気圧のところで体を少
しずつ慣らす必要があり、大気圧に復帰するまでに約4
時間を要し、そのため交代要員を多く準備する必要があ
り作業能率が非常に悪い問題点があった。この発明は基
礎の掘削深さを深くできるようにするとともに作業能率
を改善することを課題とするものである。In the conventional pneumatic caisson construction method, work is carried out under high pressure using compressed air, so if the depth exceeds 30 m, nitrogen narcosis occurs and the work becomes impossible, resulting in the problem that construction of caisson deeper than 30 m cannot be carried out. was there. In addition, since the work is carried out under high pressure, the number of workers is 3
Changes must be made within 0 minutes to 1 hour, and in this case, suddenly going from a high-pressure area to atmospheric pressure can cause dizziness, headaches, and in severe cases, rupture of blood vessels. Therefore, it is necessary for the body to get used to the intermediate pressure little by little, and it takes about 4 hours to return to atmospheric pressure.
This method takes time and requires the preparation of a large number of substitute personnel, which has the problem of extremely poor work efficiency. The object of this invention is to make it possible to increase the depth of excavation of a foundation and to improve work efficiency.
前記の課題を解決するため、この発明は、ケーソン1の
立管5の上端部に設けられた気密室6に飽和潜水状態を
保持する加圧保持室7を着脱自在に結合し、この加圧保
持室7を地上に設けた加減圧生活室10に着脱自在に結
合し、この加減圧生活室10内を飽和潜水状態の発生お
よび解除を行うように制御するニューマチツクケーソン
工法およびケーソン1の立管の上端部の気密室6に着脱
自在に取付けた加圧保持室7と、この加圧保持室7に着
脱自在に取付けた加減圧生活室10と、この加減圧生活
室10を制御する飽和潜水システム制御装置12とから
なるニューマチックケーソン装置の手段を講じるもので
ある。In order to solve the above-mentioned problems, the present invention removably connects a pressurization holding chamber 7 for maintaining a saturation diving state to an airtight chamber 6 provided at the upper end of the standpipe 5 of the caisson 1. A pneumatic caisson construction method in which the holding chamber 7 is removably connected to a pressurized living room 10 provided on the ground, and the inside of this pressurized living room 10 is controlled to generate and release a saturation diving state, and the caisson 1 is built A pressurization holding chamber 7 detachably attached to the airtight chamber 6 at the upper end of the tube, a pressurization/depressurization living chamber 10 detachably attached to this pressurization holding chamber 7, and a saturation chamber for controlling this pressurization/depressurization living chamber 10. A pneumatic caisson device comprising a diving system control device 12 is provided.
この発明の作用を実施例を参照して説明する。 The operation of this invention will be explained with reference to Examples.
ケーソンの掘削深さを水中70mに相当する圧力である
7 kg / ctまで加圧して深い基礎を掘削する場
合、作業員を加減圧生活室10に収容して飽和潜水シス
テム制御装置12(飽和潜水については「飽和潜水作業
概論」海洋科学技術センター発行参照)によって加減圧
生活室IO内にヘリウム、酸素混合ガスを供給し7 k
g/ cJに加圧するとともに、環境コントロールユニ
ット11を作動させて加減圧生活室10内の温度、湿度
および炭酸ガスの調整を行って24時間生活させ作業員
に飽和潜水状態を与えた後、作業員を加減圧生活室10
に連結しである加圧保持室7に移動させて密閉し、加圧
保持室7を揚収クレーン13で気密室6上に運んで結合
し立管5を通って作業室2に送り込む。When excavating deep foundations by pressurizing the excavation depth of the caisson to 7 kg/ct, which is the pressure equivalent to 70 m underwater, the workers are housed in the pressurized living room 10 and the saturation diving system control device 12 (saturation diving For details, please refer to "Overview of Saturation Diving Work" published by Marine Science and Technology Center), supplying helium and oxygen mixed gas to the pressurized living room IO.
At the same time, the environment control unit 11 is activated to adjust the temperature, humidity, and carbon dioxide gas in the pressurized and depressurized living room 10, and the workers are allowed to live there for 24 hours to give them a saturation diving condition. Pressurized and depressurized living room 10
The pressurized holding chamber 7 is moved to the pressurized holding chamber 7 connected to the airtight chamber 7 and sealed, and the pressurized holding chamber 7 is carried onto the airtight chamber 6 by a lifting crane 13, joined together, and sent into the working chamber 2 through the standpipe 5.
作業室2内は送気管3によってヘリウムと酸素を混合し
た1kg/cAの高圧の圧縮ガスが送られているので水
面下70mを超えない水圧のゆう水は抑えることができ
、作業員は飽和潜水状態に加圧されているので体内に溶
解したヘリウムや窒素等の不活性ガスの量は一定であり
1週間でも1か月でも連続して作業することができる。Inside the work room 2, a high-pressure compressed gas of 1 kg/cA containing a mixture of helium and oxygen is sent through the air pipe 3, making it possible to suppress water pressure below 70 m below the surface of the water, allowing workers to perform saturation diving. Since it is pressurized, the amount of inert gas such as helium or nitrogen dissolved in the body is constant, and it can be used continuously for a week or a month.
この場合、高圧の圧縮ガスを5kg/cJIl〜20k
g/c己とすれば水面下50m〜200mに相当する圧
力に耐える状態を作ることができる。In this case, high pressure compressed gas is 5kg/cJIl~20k
If the ratio is g/c, it is possible to create a condition that can withstand the pressure equivalent to being 50 to 200 meters below the water surface.
作業員を交代させるには作業室2に入るときと反対の順
序で加減圧生活室10に送り込み、ここで24時間かけ
て大気圧へ徐々に復帰させる。減圧時間は滞在時間の長
短に関係なく同一である。To replace workers, they are sent to the pressurized and depressurized living room 10 in the reverse order of entering the work room 2, where they are gradually returned to atmospheric pressure over 24 hours. The decompression time is the same regardless of the length of residence time.
なお、短時間作業の場合は加減圧生活室10を使用せず
直接、加圧保持室7を気密室6に連結するだけで作業を
行うことができる。In addition, in the case of short-time work, the work can be performed by simply connecting the pressurization holding chamber 7 to the airtight chamber 6 without using the pressurization/depressurization living room 10.
この発明の実施例について図面を参照して説明する。 Embodiments of the invention will be described with reference to the drawings.
ケーソン1の最下部にある作業室2には送気管3からヘ
リウムと酸素とを混合した圧縮ガスが送られ高圧(例え
ば7kg/cnり状態とされ、これによって刃口4から
の地下水のゆう水を抑えている。A compressed gas containing a mixture of helium and oxygen is sent from an air pipe 3 to a working chamber 2 located at the lowest part of the caisson 1 at a high pressure (for example, 7 kg/cm), thereby removing the ground water from the cutting hole 4. is suppressed.
立管5の上端には気密室6が設けられ、気密室6の上部
には加圧保持室7が着脱自在に結合されている。加圧保
持室7は長時間(24時間〜48時間)一定の圧力下に
置いて呼吸ガス中の不活性ガスが人体組織に飽和し、そ
れ以上の吸収、排ぜつが行われない状態すなわち飽和潜
水の状態を保持できるようになっており、作業員は加圧
保持室7から気密室6、立管5を通って作業室2に入り
底面8の掘削作業を行うものである。9は掘削土、作業
用具等の出入管で上端はエアロツクされている。An airtight chamber 6 is provided at the upper end of the standpipe 5, and a pressure holding chamber 7 is detachably connected to the upper part of the airtight chamber 6. The pressurized holding chamber 7 is kept under constant pressure for a long time (24 to 48 hours) until the inert gas in the breathing gas saturates the human tissue and no further absorption or excretion occurs, that is, saturation. It is designed to maintain a submerged state, and the worker enters the work chamber 2 from the pressure holding chamber 7 through the airtight chamber 6 and the standpipe 5 and excavates the bottom surface 8. 9 is an inlet/outlet pipe for excavated soil, working tools, etc., and the upper end is airlocked.
地上には加減圧生活室10および環境コントロールユニ
ット11が設置され、加減圧生活室10内には生活に必
要な装備が設備されており、この室10上には加減圧生
活室10および環境コントロールユニット11を制御す
る飽和潜水システム制御装置12が設けられ、飽和潜水
システム制御装置12により加減圧生活室10内のヘリ
ウl、と酸素の混合ガスの加圧および減圧ならびに環境
コントロールユニット11の温度、湿度、炭酸ガスの調
整を行うようになっている。13ば加圧保持室7の揚収
クレーンで作業員をケーソン1内に出入させる場合に加
圧保持室7を鎖線で示すように加減圧生活室10に連結
して作業員を飽和潜水状態とした後、実線で示すように
加圧保持室7を気密室6に連結したり、作業員を気密室
6から移した加圧保持室7を鎖線で示すように加減圧生
活室10に連結して大気圧に復させるために使用される
。A pressurized living room 10 and an environment control unit 11 are installed on the ground. The pressurized living room 10 is equipped with equipment necessary for daily life, and above this room 10 is a pressurized living room 10 and an environmental control unit A saturation diving system control device 12 is provided to control the unit 11, and the saturation diving system control device 12 controls the pressurization and depressurization of the mixed gas of helium and oxygen in the pressurized living room 10, and the temperature of the environment control unit 11. It is designed to adjust humidity and carbon dioxide gas. 13. When transporting workers into and out of the caisson 1 using the lifting crane of the pressurization holding chamber 7, the pressurization holding chamber 7 is connected to the pressurized living room 10 as shown by the chain line to put the workers in a saturation diving state. After that, the pressurization holding chamber 7 is connected to the airtight chamber 6 as shown by the solid line, or the pressurization holding chamber 7 into which the worker was transferred from the airtight room 6 is connected to the pressurized and depressurized living room 10 as shown by the chain line. used to return to atmospheric pressure.
この発明は、従来のケーソンの掘削深さの限度である3
0mを50m〜200mと飛躍的に向上させることがで
き、作業室へ入るための加圧に際しては24時間を要す
る代わりに1か月間以上も引続いて作業室内で作業でき
、滞在時間の長短に関係なく大気圧への減圧時間は同一
時間でよいので作業効率が著しく向上する。This invention overcomes the conventional caisson excavation depth limit of 3.
0m can be dramatically improved from 50m to 200m, and instead of requiring 24 hours to pressurize to enter the workroom, it is possible to continue working in the workroom for more than a month, reducing the length of stay. Regardless, the time needed to reduce the pressure to atmospheric pressure is the same, so work efficiency is significantly improved.
第1図は、この発明の1実施例を示す切断正面図、第2
図は従来例を示す切断正面図である。
1・・・ケーソン、5・・・立管、6・・・気密室、7
・・・加圧保持室、10・・・加減圧生活室、12・・
・飽和潜水システム制御装置FIG. 1 is a cutaway front view showing one embodiment of the present invention, and FIG.
The figure is a cutaway front view showing a conventional example. 1...Caisson, 5...Stand pipe, 6...Airtight room, 7
... Pressure holding chamber, 10... Pressurization and depressurization living room, 12...
・Saturation diving system control device
Claims (1)
気密室(6)に飽和潜水状態を保持する加圧保持室(7
)を着脱自在に結合し、この加圧保持室(7)を地上に
設けた加減圧生活室(10)に着脱自在に結合し、この
加減圧生活室(10)内を飽和潜水状態の発生および解
除を行うように制御するニューマチックケーソン工法。 2、ケーソン(1)の立管(5)の上端部の気密室(6
)に着脱自在に取付けた加圧保持室(7)と、この加圧
保持室(7)に着脱自在に取付けた加減圧生活室(10
)と、この加減圧生活室(10)を制御する飽和潜水シ
ステム制御装置(12)とからなるニューマチックケー
ソン装置。[Claims] 1. A pressurized holding chamber (7) for maintaining a saturation diving state in an airtight chamber (6) provided at the upper end of the standpipe (5) of the caisson (1).
), and this pressurization holding chamber (7) is detachably connected to a pressurized and depressurized living chamber (10) provided on the ground, and the inside of this pressurized and depressurized living chamber (10) is used to create a saturation diving state. and pneumatic caisson construction method that controls release. 2. The airtight chamber (6) at the upper end of the standpipe (5) of the caisson (1)
) and a pressurized/depressurized living chamber (10) removably attached to this pressurized/maintained chamber (7).
) and a saturation diving system control device (12) that controls this pressurized/depressurized living chamber (10).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP20940088A JPH0258632A (en) | 1988-08-25 | 1988-08-25 | Pneumatic caisson construction and device therefor |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP20940088A JPH0258632A (en) | 1988-08-25 | 1988-08-25 | Pneumatic caisson construction and device therefor |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH0258632A true JPH0258632A (en) | 1990-02-27 |
JPH0574650B2 JPH0574650B2 (en) | 1993-10-18 |
Family
ID=16572267
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP20940088A Granted JPH0258632A (en) | 1988-08-25 | 1988-08-25 | Pneumatic caisson construction and device therefor |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH0258632A (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US5775137A (en) * | 1995-04-14 | 1998-07-07 | Yugen Kaisha Sozoan | Agitator |
JP2015196989A (en) * | 2014-04-01 | 2015-11-09 | 鹿島建設株式会社 | Method for removing gas from ground and tunnel-boring method |
-
1988
- 1988-08-25 JP JP20940088A patent/JPH0258632A/en active Granted
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US5775137A (en) * | 1995-04-14 | 1998-07-07 | Yugen Kaisha Sozoan | Agitator |
JP2015196989A (en) * | 2014-04-01 | 2015-11-09 | 鹿島建設株式会社 | Method for removing gas from ground and tunnel-boring method |
Also Published As
Publication number | Publication date |
---|---|
JPH0574650B2 (en) | 1993-10-18 |
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