JPH09279598A - Execution work method of open caisson - Google Patents
Execution work method of open caissonInfo
- Publication number
- JPH09279598A JPH09279598A JP11316596A JP11316596A JPH09279598A JP H09279598 A JPH09279598 A JP H09279598A JP 11316596 A JP11316596 A JP 11316596A JP 11316596 A JP11316596 A JP 11316596A JP H09279598 A JPH09279598 A JP H09279598A
- Authority
- JP
- Japan
- Prior art keywords
- pressure water
- high pressure
- open caisson
- clay
- injection 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.)
- Granted
Links
Landscapes
- Cleaning In General (AREA)
- Perforating, Stamping-Out Or Severing By Means Other Than Cutting (AREA)
Abstract
Description
【0001】[0001]
【発明の属する技術分野】本発明は、オープンケーソン
の掘削方法に関し、より詳細にはオープンケーソンの刃
口内面に付着した、付着粘土を効率よく除去するオープ
ンケーソンの施工法に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for excavating an open caisson, and more particularly to a method for constructing an open caisson that efficiently removes adhered clay adhering to the inner surface of a blade of an open caisson.
【0002】[0002]
【従来の技術】オープンケーソンの掘削、沈下作業にお
いて、オープンケーソンの刃先が支持層(砂礫層)に達
し、この支持層の上にあったシルト質粘土層が、刃口内
面に付着して沈下不能の状態となる場合が発生する。こ
のような場合、従来はH型綱を加工した突矢をクレーン
で吊り、付着粘土をつついて粘土を落とすか、潜水夫に
よる水中作業により、付着粘土の除去作業を行ってい
た。2. Description of the Related Art In excavation and subsidence work of an open caisson, the cutting edge of the open caisson reaches a support layer (gravel layer), and the silty clay layer on the support layer adheres to the inner surface of the blade and sinks. There may be a case where it becomes impossible. In such a case, conventionally, a stick formed by processing an H-shaped rope is hung by a crane and the adhered clay is dropped to drop the clay, or a diving worker performs underwater work to remove the adhered clay.
【0003】[0003]
【発明が解決しようとする課題】しかし、以上のような
従来の方法では次のような問題点がある。 <イ> 突矢で付着粘土部をつついて粘土を落とすた
め、局部的な除去しか出来ない。 <ロ> 作業箇所が見えない状態で作業を行うため、一
度つついた箇所を再度重複して行うなど、作業効率が悪
い。 <ハ> 潜水夫による水中作業の場合は、作業の危険負
担が増大する。However, the above-mentioned conventional methods have the following problems. <B> Since the clay is dropped by poking the adhered clay part with a dash, only local removal is possible. <B> Since work is performed in a state where the work location cannot be seen, work efficiency is poor, such as duplication of the location that was once picked. <C> In the case of underwater work by a diver, the risk of work increases.
【0004】[0004]
【本発明の目的】本発明は以上の課題を解決するために
なされたもので、その目的とするところは、オープンケ
ーソン刃口付近の付着粘土除去を、作業効率よく、確実
に、低コストで、安全に作業ができる、オープンケーソ
ンの施工法を提供することにある。SUMMARY OF THE INVENTION The present invention has been made to solve the above problems, and an object of the present invention is to remove adhered clay in the vicinity of an open caisson blade with high work efficiency, reliability, and low cost. To provide an open caisson construction method that enables safe work.
【0005】[0005]
【課題を解決するための手段】本発明は、以上の目的を
達成するために、オープンケーソンの内部空間に、高圧
送水管を垂下し、高圧送水管の先端部には、高圧送水管
と直角にウォータージェット噴射管を接続し、ウォータ
ージェット噴射管からオープンケーソン刃口内面へ向け
て圧力水を噴射することを特徴とする、オ−プンケ−ソ
ンの施工法を提供するものである。In order to achieve the above-mentioned object, the present invention hangs a high-pressure water pipe in the internal space of an open caisson, and the high-pressure water pipe has a right angle with the tip of the high-pressure water pipe. A water jet injection pipe is connected to the water jet injection pipe to inject pressurized water from the water jet injection pipe toward the inner surface of the open caisson blade mouth.
【0006】そして、かかる施工法にあっては、更に以
下の態様を好適に採用することができる。 1.オ−プンケ−ソンの側壁に沿って、高圧送水管を垂
下する。 2.高圧送水管の中間部に、振れ止めリングを固定す
る。 3.ウオ−タ−ジェット噴射管を、水平方向に複数個設
ける。Further, in such a construction method, the following modes can be preferably adopted. 1. A high-pressure water pipe is hung along the side wall of the open cason. 2. Fix the steady rest ring in the middle of the high pressure water pipe. 3. A plurality of water jet injection pipes are provided in the horizontal direction.
【0007】[0007]
【発明の実施の形態1】以下図面を参照しながら本発明
の実施例について説明する。 <イ>全体の構成 図1は、本発明の一般的なオープンケーソンの施工法の
縦断面図を示す。オープンケーソン躯体1(以下、単に
ケーソン躯体1という。)の中心部には、トレミー管な
ど剛性のある垂下材2が垂下され、この垂下材2に沿っ
て高圧送水管3がパイプバンドなどで一体固定されてい
る。高圧送水管3の先端部には、高圧送水管3と直角に
ウォータージェット噴射管5が接続、固定されている。
垂下材2の下端付近(ウォータージェット噴射管5の少
し上付近)には、垂下材2を中心として、振れ止めリン
グ6が固定されている。垂下材2に一体固定された高圧
送水管3の上端部は、高圧ジェットホース7と接続され
ており、貯水タンク8内の高圧ポンプ(図示せず)から
水の供給を受けるように構成されている。 <ロ>構成の詳細説明 垂下材2、高圧送水管3、ウオータージェット噴射管
5、振れ止めリング6、は地上において予め一体固定さ
れているが、ケーソン躯体1が深い場合は、垂下材2、
高圧送水管3を適宜な長さに分割し、ケーソン躯体1の
上端部に設けた作業足場9上で、必要な長さになるまで
順次継ぎ足されてゆく。図2に示すように、振れ止めリ
ング6の平面的な大きさは、ケーソン躯体1の側壁内面
間距離より若干小さめとし、垂下材2と溶接などして固
定されている。図3に示すように、ウオータージェット
噴射管5は、垂下材2に固定された高圧送水管3の下端
部で直角になるように接続され、垂下材2の下端部に固
定されている。Embodiment 1 Embodiments of the present invention will be described below with reference to the drawings. <B> Overall Configuration FIG. 1 is a vertical cross-sectional view of a general method for constructing an open caisson according to the present invention. At the center of the open caisson body 1 (hereinafter simply referred to as the caisson body 1), a rigid suspending member 2 such as a tremie pipe is suspended, and along this suspending member 2, a high-pressure water pipe 3 is integrated with a pipe band or the like. It is fixed. A water jet injection pipe 5 is connected and fixed to the tip of the high-pressure water supply pipe 3 at a right angle to the high-pressure water supply pipe 3.
Near the lower end of the drooping member 2 (slightly above the water jet injection pipe 5), a steady rest ring 6 is fixed around the drooping member 2. The upper end of the high-pressure water pipe 3 integrally fixed to the hanging member 2 is connected to the high-pressure jet hose 7, and is configured to receive water supply from a high-pressure pump (not shown) in the water storage tank 8. There is. <B> Detailed description of configuration The hanging member 2, the high-pressure water supply pipe 3, the water jet injection pipe 5, and the steady ring 6 are integrally fixed in advance on the ground, but when the caisson body 1 is deep, the hanging member 2,
The high-pressure water supply pipe 3 is divided into appropriate lengths, and on the working scaffolding 9 provided at the upper end of the caisson frame 1, the high-pressure water supply pipes 3 are successively replenished to the required length. As shown in FIG. 2, the steady size of the steady rest ring 6 is made slightly smaller than the distance between the inner surfaces of the side walls of the caisson body 1, and is fixed to the hanging member 2 by welding or the like. As shown in FIG. 3, the water jet injection pipe 5 is connected to the lower end of the high-pressure water supply pipe 3 fixed to the hanging member 2 so as to form a right angle, and is fixed to the lower end of the hanging member 2.
【0008】[0008]
<イ>付着粘土除去装置のセット 地上において、垂下材2と予め一体固定されている高圧
送水管3と、ウォータージェット噴射管5と、振れ止め
リング6とよりなる、付着粘土除去装置Aの垂下材2上
端部を、クレ−ン車などで吊り上げ、作業足場9上の作
業員の合図によりケーソン躯体1の内部空間に降ろして
ゆく。垂下材2下端部のウォータージェット噴射管5が
ケーソン刃先に達した時、同じく作業員の合図により垂
下材2の下降を止める。これで、付着粘土除去装置Aの
セットは完了する。次に、貯水タンク8内の水を供給す
る高圧ジェットホ−ス7と、高圧送水管3を接続し、付
着粘土除去作業の準備は完了する。 <ロ>付着粘土の除去 ウォタージェット噴射管5が、ケーソン刃先に達してい
るのを確認後、貯水タンク内の高圧ポンプ(図示せず)
を作動さる。高圧水は、高圧ジェットホ−ス7、高圧送
水管3、ウォータージェット噴射管5の経路で送られ、
ウォータージェット噴射管5先端ノズルから付着粘土B
に向けて噴射される。高圧水噴射と同時に、ケーソン躯
体1上端部の作業足場9上にいる作業員は、垂下材2上
端に取り付けたハンドルを水平回転操作し、刃口内面の
付着粘土Bへ向けて高圧水を左右に吹き付けるととも
に、クレーンオペレーターに合図して垂下材2を上下さ
せる。 これにより、付着粘土Bに向けて吹き付けて
いる高圧水を上下方向にも変化させることができる。上
下左右に高圧水を噴射された付着粘土Bは、刃口内面か
ら順次剥落する。この操作を刃口内面全周にわたり一周
させる。このあと、垂下材2を、前記の上下幅よりも更
に少しだけ引上げ、前回と同じ操作を繰り返す。以上の
操作を順次3〜4回繰り返すことにより、刃口内面に付
着していた付着粘土Bは刃口内面から完全に除去するこ
とが出来る。<B> Set of adhering clay removing device On the ground, the hanging down of the adhering clay removing device A, which is composed of the hanging material 2 and the high-pressure water supply pipe 3 integrally fixed in advance, the water jet injection pipe 5, and the steady ring 6 The upper end of the material 2 is lifted by a crane car or the like, and is lowered into the internal space of the caisson frame 1 by a signal of a worker on the work scaffold 9. When the water jet injection pipe 5 at the lower end of the hanging member 2 reaches the caisson blade edge, the lowering of the hanging member 2 is stopped by the operator's signal. This completes the setting of the adhered clay removing device A. Next, the high pressure jet hose 7 for supplying the water in the water storage tank 8 and the high pressure water supply pipe 3 are connected, and the preparation for the adhered clay removal work is completed. <B> Removal of adhered clay After confirming that the water jet injection pipe 5 has reached the caisson blade tip, a high pressure pump (not shown) in the water storage tank.
Operate. The high-pressure water is sent through the path of the high-pressure jet hose 7, the high-pressure water supply pipe 3, and the water jet injection pipe 5,
Clay B adhered from the nozzle at the tip of the water jet injection pipe 5
Injected toward. At the same time as the high-pressure water injection, the worker on the work scaffolding 9 at the upper end of the caisson body 1 horizontally rotates the handle attached to the upper end of the hanging member 2 to move the high-pressure water left and right toward the adhering clay B on the inner surface of the blade. And the crane operator is signaled to move the hanging member 2 up and down. Thereby, the high-pressure water sprayed toward the adhered clay B can be changed in the vertical direction. The adhered clay B sprayed with high-pressure water vertically and horizontally is sequentially peeled off from the inner surface of the blade edge. This operation is repeated all around the inner surface of the blade opening. Then, the hanging member 2 is pulled up a little more than the above-mentioned vertical width, and the same operation as the previous time is repeated. By repeating the above operation 3 to 4 times in sequence, the adhered clay B adhering to the inner surface of the blade can be completely removed from the inner surface of the blade.
【0009】[0009]
【発明の実施の態様2】図4〜6は、ケーソン躯体1の
側壁に沿って、ウォータージェット噴射管5を移動する
他の実施の態様を示す。垂下材2下端部に固定したウォ
ータージェット噴射管5のノズルを、刃口内面の付着粘
土Bに向けながら、ケーソン躯体1の側壁に沿って順次
移動しながら、刃口内面に付着している粘土を除去す
る。この場合の振れ止めリングは、ケーソン躯体1の断
面が円形の場合は、図5に示すような振れ止めリング6
1を、また、ケーソン躯体1の断面が正方形の場合は、
図6に示すような振れ止めリング62を適宜取り付け
る。本実施の形態にあっては、ウォータジェットの噴射
距離が、ケーソン躯体1の口径に影響を受けないので、
ケーソン躯体1が大口径の場合に好適である。Embodiment 2 of the Invention FIGS. 4 to 6 show another embodiment in which a water jet injection pipe 5 is moved along a side wall of a caisson body 1. Clay adhering to the inner surface of the blade mouth while moving the nozzle of the water jet injection pipe 5 fixed to the lower end of the hanging member 2 toward the adhering clay B on the inner surface of the blade mouth while sequentially moving along the side wall of the caisson body 1. To remove. In this case, the steady ring is a steady ring 6 as shown in FIG. 5 when the caisson frame 1 has a circular cross section.
1, or if the caisson frame 1 has a square cross section,
A steady rest ring 62 as shown in FIG. 6 is appropriately attached. In the present embodiment, the jet distance of the water jet is not affected by the diameter of the caisson body 1,
It is suitable when the caisson body 1 has a large diameter.
【0010】[0010]
【発明の実施の態様3】図7は、ウォータージェット噴
射管5を、一方向だけでなく、複数の方向に向けて水平
に取り付けた他の実施の形態を示す。図8はその部分拡
大図を示す。この場合のウオ−タジェット噴射管5は、
水平の複数方向に向けて高圧水が噴射されるため、噴射
時の圧力は互いに打ち消されるため、前記実施例1〜2
で示したような、反力受けのための振れ止めリング6は
不要となる。更に、本実施の形態によれば、刃口内面の
付着粘土Bを剥落させる作業効率は更に上昇し、ケーソ
ン沈下の工期が短縮できる。Third Embodiment FIG. 7 shows another embodiment in which the water jet injection pipe 5 is horizontally attached not only in one direction but also in a plurality of directions. FIG. 8 shows a partially enlarged view thereof. In this case, the water jet injection pipe 5 is
Since high-pressure water is jetted in a plurality of horizontal directions, the pressures at the time of jetting cancel each other out.
The steady rest ring 6 for receiving the reaction force as shown in FIG. Further, according to the present embodiment, the work efficiency for removing the adhered clay B on the inner surface of the blade is further increased, and the work period for caisson settlement can be shortened.
【0011】[0011]
【発明の効果】本発明は以上説明したようになるから、
次のような効果を得ることができる。 <イ> ウオ−タ−ジェット噴射管5から噴射される高
圧水は、刃口内面に付着している粘土の至近距離から高
圧水を噴射するため、確実に、効率良く粘土を刃口内面
から剥落させることが出来る。 <ロ> 振れ止めリング6は垂下材2の下端付近に固定
されているため、ウオ−タ−ジェット噴射管5から噴射
される高圧水噴射時の反力受けとなり、ウオータージェ
ット噴射管5と付着粘土Bとの距離は常に一定で、高圧
水の圧力が弱まることがない。 <ハ> ウォータジェット噴射管5を水平方向に複数個
設けることにより、一度の操作で、複数箇所の刃口内面
付着粘土Bを同時に剥落させることが出来る。 <ニ> 操作は常に足場上の作業員の指示により行われ
るので、正確な作業が、効率良く、安全に行える。Since the present invention has been described above,
The following effects can be obtained. <B> The high-pressure water jetted from the water jet jet pipe 5 jets the high-pressure water from a short distance from the clay adhering to the inner surface of the blade, so that the clay can be reliably and efficiently ejected from the inner surface of the blade. Can be stripped off. <B> Since the steady rest ring 6 is fixed near the lower end of the hanging member 2, it serves as a reaction force receiving the high-pressure water jetted from the water jet jet pipe 5, and adheres to the water jet jet pipe 5. The distance from the clay B is always constant, and the pressure of the high pressure water does not weaken. <C> By providing a plurality of water jet injection tubes 5 in the horizontal direction, the clay B adhering to the inner surface of the blade at a plurality of locations can be simultaneously peeled off by a single operation. <D> Since the operation is always performed according to the instructions of the worker on the scaffold, accurate work can be performed efficiently and safely.
【図1】 本発明に係る一般的な作業状況を示す、ケー
ソンの縦断面図。FIG. 1 is a vertical cross-sectional view of a caisson showing a general work situation according to the present invention.
【図2】 振れ止めリングの平面図。FIG. 2 is a plan view of a steady rest ring.
【図3】 ウォータージェット噴射管の取り付け部の部
分拡大図。FIG. 3 is a partially enlarged view of a mounting portion of a water jet injection pipe.
【図4】 オープンケーソンの側壁に沿っての作業状況
を示す、縦断面図。FIG. 4 is a vertical cross-sectional view showing a work situation along the side wall of the open caisson.
【図5】 オープンケーソンが、円形断面の場合の振れ
止めリング平面図。FIG. 5 is a plan view of a steady rest ring when the open caisson has a circular cross section.
【図6】 オープンケーソンが、正方形断面の場合の振
れ止めリング平面図。FIG. 6 is a plan view of a steady ring when the open caisson has a square cross section.
【図7】 ウォータージェット噴射管が多方向に配設さ
れている、オープンケーソン下端部の縦断面図。FIG. 7 is a vertical cross-sectional view of a lower end portion of an open caisson in which water jet injection pipes are arranged in multiple directions.
【図8】 図7の部分拡大図。FIG. 8 is a partially enlarged view of FIG.
Claims (4)
オープンケーソンの内部空間に、高圧送水管を垂下し、 高圧送水管の先端部には、高圧送水管と直角にウォータ
ージェット噴射管を接続し、 ウォータージェット噴射管からオープンケーソン刃口内
面へ向けて圧力水を噴射することを特徴とする、オープ
ンケーソンの施工法。1. A method of constructing an open caisson,
A high-pressure water pipe is suspended in the internal space of the open caisson, and a water jet injection pipe is connected to the tip of the high-pressure water pipe at a right angle to the high-pressure water pipe. An open caisson construction method characterized by spraying pressurized water.
の側壁に沿って高圧送水管を垂下し、 高圧送水管は、側壁に沿って順次移動させることを特徴
とする、オープンケーソンの施工法。2. The method for constructing an open caisson according to claim 1, wherein a high-pressure water pipe is suspended along a side wall of the open caisson, and the high-pressure water pipe is sequentially moved along the side wall.
圧送水管の中間部に、振れ止めリングを固定したことを
特徴とする、オープンケーソンの施工法。3. The method for constructing an open caisson according to claim 1, wherein a steady rest ring is fixed to an intermediate portion of the high pressure water pipe.
て、ウォータージェット噴射管を水平方向に複数個設け
たことを特徴とする、オープンケーソンの施工法。4. The method for constructing an open caisson according to claim 1, wherein a plurality of water jet injection pipes are provided in the horizontal direction.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP8113165A JP2935099B2 (en) | 1996-04-10 | 1996-04-10 | Open caisson construction method |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP8113165A JP2935099B2 (en) | 1996-04-10 | 1996-04-10 | Open caisson construction method |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH09279598A true JPH09279598A (en) | 1997-10-28 |
JP2935099B2 JP2935099B2 (en) | 1999-08-16 |
Family
ID=14605209
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP8113165A Expired - Fee Related JP2935099B2 (en) | 1996-04-10 | 1996-04-10 | Open caisson construction method |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP2935099B2 (en) |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN105386452A (en) * | 2015-10-16 | 2016-03-09 | 上海市基础工程集团有限公司 | Construction method for assisting in sinking of open caisson through high-pressure water |
CN106168033A (en) * | 2016-08-09 | 2016-11-30 | 岩土科技股份有限公司 | A kind of vertical mud and water balance constructing device |
CN106245653A (en) * | 2016-08-09 | 2016-12-21 | 岩土科技股份有限公司 | A kind of vertical mud and water balance construction method |
CN107938694A (en) * | 2017-11-10 | 2018-04-20 | 中交二航局第四工程有限公司 | Gravity type water jetting at high pressure percussion mechanism and its help heavy method |
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Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS53133910A (en) * | 1977-04-27 | 1978-11-22 | Obayashi Gumi Kk | Structure of caisson |
JPH0464620A (en) * | 1990-07-03 | 1992-02-28 | Konoike Constr Ltd | Construction method for open caisson and its device |
-
1996
- 1996-04-10 JP JP8113165A patent/JP2935099B2/en not_active Expired - Fee Related
Patent Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS53133910A (en) * | 1977-04-27 | 1978-11-22 | Obayashi Gumi Kk | Structure of caisson |
JPH0464620A (en) * | 1990-07-03 | 1992-02-28 | Konoike Constr Ltd | Construction method for open caisson and its device |
Cited By (4)
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CN105386452A (en) * | 2015-10-16 | 2016-03-09 | 上海市基础工程集团有限公司 | Construction method for assisting in sinking of open caisson through high-pressure water |
CN106168033A (en) * | 2016-08-09 | 2016-11-30 | 岩土科技股份有限公司 | A kind of vertical mud and water balance constructing device |
CN106245653A (en) * | 2016-08-09 | 2016-12-21 | 岩土科技股份有限公司 | A kind of vertical mud and water balance construction method |
CN107938694A (en) * | 2017-11-10 | 2018-04-20 | 中交二航局第四工程有限公司 | Gravity type water jetting at high pressure percussion mechanism and its help heavy method |
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