JPH06306865A - Underwater placing device - Google Patents

Underwater placing device

Info

Publication number
JPH06306865A
JPH06306865A JP10121493A JP10121493A JPH06306865A JP H06306865 A JPH06306865 A JP H06306865A JP 10121493 A JP10121493 A JP 10121493A JP 10121493 A JP10121493 A JP 10121493A JP H06306865 A JPH06306865 A JP H06306865A
Authority
JP
Japan
Prior art keywords
pipe
underwater
vertical
magnet
tip
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
JP10121493A
Other languages
Japanese (ja)
Inventor
Hiroyuki Sakamoto
廣行 阪本
Masao Sagara
昌男 相良
Kazuo Ishiguro
和男 石黒
Yasutaka Nakai
康孝 中井
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.)
Fujita Corp
Original Assignee
Fujita Corp
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 Fujita Corp filed Critical Fujita Corp
Priority to JP10121493A priority Critical patent/JPH06306865A/en
Publication of JPH06306865A publication Critical patent/JPH06306865A/en
Pending legal-status Critical Current

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  • Underground Or Underwater Handling Of Building Materials (AREA)

Abstract

PURPOSE:To simplify the constitution of an underwater placing device by installing a magnet and a piece of packing in a tip opening part peripheral edge of a vertical pipe provided with a solidifying earth pressing-in auger to lee placed underwater, and having a steel plate cover piece attracted to the magnet. CONSTITUTION:A magnet 5 and watertight packing 6 are installed in a tip opening part of a vertical underwater placing pipe. In addition, a steel plate cover piece is opposedly installed in a tip of the vertical underwater placing pipe 1, and this cover piece is attracted to the magnet 5, whereby a tip part of the pipe 1 is closed. When the vertical underwater placing pipe 1 is precipitated underwater in this state intact, the cover piece is yet more strongly pressed to the pipe 1 under pressure, and thereby no water is penetrated into the underwater placing pipe 1 owing to the packing 6. Likewise when an auger 4 in the vertical underwater placing pipe 1 is driven and rotated and an underwater placing device is lifted upward as pressurizing a mass of solidifying earth downwards, the steel plate cover piece 9 is left behind on a water bottom, so that this solidifying earth is placed on the water bottom.

Description

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

【0001】[0001]

【産業上の利用分野】本発明は本発明者等の発明に係る
特開昭3−17910号公報、特開昭3−17911号
公報に開示されたような水中打設装置の改良に係るもの
である。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an improvement of an underwater driving apparatus as disclosed in JP-A-3-17910 and JP-A-3-17911 relating to the invention of the present inventors. Is.

【0002】[0002]

【従来の技術】従来、水中コンクリート等は、トレミー
管を用いて自由落下によって水中に打設していた。水中
コンクリートの場合、分離防止剤が多量に入っていて、
水中を自由落下しても殆んど分離が生じない。しかしな
がらヘドロを主体とする浚渫土の場合、単位重量が軽
く、水中には加圧して強制的に打設する必要があり、ま
た分離防止材の添加量も僅少であるため、水中を自由落
下させると分離して濁水を発生させることがある。
2. Description of the Related Art Conventionally, underwater concrete or the like has been placed in water by free fall using a tremie pipe. In the case of underwater concrete, a large amount of separation inhibitor is contained,
Almost no separation occurs in free fall in water. However, in the case of dredged soil consisting mainly of sludge, the unit weight is light and it is necessary to press it into water forcibly to pour it. May separate and generate turbid water.

【0003】そのため、内部に圧入装置を具え、打設時
まで装置内に水が侵入しないような打設装置が当初開発
された。従来の水中打設装置は図5及び図6に示すよう
に内筒aと外筒bの二重管になっており、電動ジャッキ
cによって外筒bを上下動せしめることによって、内筒
aに支持されたコーンキャップdに圧着し、打設装置内
部への水中の進入を防止している。図中eは内筒a内の
オーガー駆動用モーター、fは打設装置のホッパー、g
は外筒保持具である。
For this reason, a placing device was initially developed which has a press-fitting device inside and prevents water from entering the device until the placing. As shown in FIG. 5 and FIG. 6, the conventional underwater placing device is a double pipe of an inner cylinder a and an outer cylinder b. By moving the outer cylinder b up and down by an electric jack c, the inner cylinder a is moved. It is crimped to the supported cone cap d to prevent water from entering the inside of the driving device. In the figure, e is a motor for driving an auger in the inner cylinder a, f is a hopper of a setting device, and g is a hopper.
Is an outer cylinder holder.

【0004】[0004]

【発明が解決しようとする課題】前記従来の水中打設装
置は、装置が複雑であるため高価であり、管が内外二重
管のため打設装置の重量が重い。また打設中、打設管を
徐々に引き上げていくが、引き上げの際にコーンキャッ
プの下部の処理土を攪乱する。更に打設終了後、打設装
置を引き抜く際に、処理土をコーンキャップ先端で乱し
て水質を汚濁する可能性がある。
The conventional underwater driving device is expensive because the device is complicated, and the weight of the driving device is heavy because the pipe is a double inner / outer pipe. While the casting pipe is gradually pulled up during casting, the treated soil under the corn cap is disturbed when the pipe is pulled up. Further, when the driving device is pulled out after the driving is finished, the treated soil may be disturbed at the tip of the cone cap to pollute the water quality.

【0005】本発明は前記従来技術の有する問題点に鑑
みて提案されたもので、その目的とする処は、構造が簡
略化され、打設装置の引抜時の汚濁発生を防止しうる水
中打設装置を提供する点にある。
The present invention has been proposed in view of the problems of the above-mentioned prior art, and the object thereof is to simplify the structure and to prevent the generation of pollution at the time of pulling out the driving device. The point is to provide the installation device.

【0006】[0006]

【課題を解決するための手段】前記の目的を達成するた
め、本発明に係る水中打設装置は、水中に打設される固
化処理土圧入用オーガーが内装された垂直の管の先端開
口部周縁に、磁石及びパッキングを装架してなる垂直の
水中打設管と、同水中打設管における前記磁石に吸着さ
れる鉄板製蓋片とより構成されている。
In order to achieve the above-mentioned object, a submersible pouring apparatus according to the present invention is provided with a tip end opening of a vertical pipe in which a solidified treated earth auger for pouring into water is installed. A vertical underwater casting pipe having a magnet and packing mounted around the periphery thereof, and an iron plate lid piece attracted to the magnet in the underwater casting pipe.

【0007】請求項2の発明は、前記垂直の水中打設管
における先端部と上部の少なくとも2個所に圧力センサ
ーを配設して構成されている。
According to a second aspect of the present invention, pressure sensors are arranged at least at two positions, a tip portion and an upper portion of the vertical underwater casting pipe.

【0008】[0008]

【作用】本発明は前記したように、水中打設材圧入用オ
ーガーが内装された垂直の水中打設管の先端開口部周縁
に磁石及びパッキングが配設されているので、同磁石を
介して鉄板製蓋片を前記水中打設管の先端開口部に取り
付けたことによって、同水中打設管が前記鉄板製蓋片に
よって閉塞される。この状態で垂直の水中打設管を水中
に沈降させた際、内部は空なので水圧によって垂直の水
中打設管に更に強く圧着され、パッキングによって垂直
の水中打設管先端の水密状態が保持され、同管内への水
の進入が防止され、固化処理土打設開始まで打設装置内
の水密状態が保持される。
As described above, according to the present invention, the magnet and the packing are arranged around the tip opening of the vertical underwater casting pipe in which the auger for press-fitting the underwater casting material is installed. By attaching the iron plate lid piece to the tip opening of the underwater casting pipe, the underwater casting pipe is closed by the iron plate lid piece. When the vertical submersible pipe is submerged in this state, since the inside is empty, it is more strongly crimped to the vertical submersible pipe by the water pressure, and the watertight state of the vertical submerged pipe tip is maintained by the packing. The water is prevented from entering the pipe, and the watertight state in the placing device is maintained until the start of the solidified soil placing.

【0009】固化処理土の打設時には、前記鉄板製蓋片
が打設圧力により打設装置から外れることによって、固
化処理土を水中に、汚濁を発生させることなく打設でき
る。請求項2の発明は前記垂直の水中打設管の先端部と
上部の少なくとも2個所に圧力センサーを配設しないこ
とによって、前記水中打設管内の圧力を検出し、水中打
設材を円滑に水中に打設しうるものである。
At the time of pouring the solidified treated soil, the lid plate made of iron plate is detached from the placing device by the placing pressure, so that the solidified treated soil can be placed in water without causing pollution. According to a second aspect of the present invention, the pressure in the underwater casting pipe is detected by not disposing the pressure sensors at least at two points on the tip and the upper portion of the vertical underwater casting pipe, so that the underwater casting material is made smooth. It can be placed in water.

【0010】[0010]

【実施例】以下本発明を図示の実施例について説明す
る。1は水中打設装置における垂直の水中打設管、2は
ホッパー、3は前記垂直の水中打設管1内のオーガー4
の駆動用モーターで、前記垂直の水中打設管1の先端開
口部には磁石5、及び水密用パッキング6が配設され、
前記水中打設管1の先端部と上部の少なくとも2個所に
圧力センサー7が、夫々センサー部分が管内部に指向す
るように配設されている。図中8は先端部保護カバーで
ある。(図1参照) 而して図2(イ)に示す如く、垂直の水中打設管1の先
端に鉄板製蓋片9を対設し、同鉄板製蓋片9を前記磁石
5に吸着せしめることによって、垂直の水中打設管1の
先端部を閉蓋し、この状態で図2(ロ)に示す如く垂直
の水中打設管1を水中に沈降せしめると、垂直の水中打
設管1の内部は空であるから、水圧によって鉄板製蓋片
9が更に強く垂直の水中打設管1に圧着され、前記パッ
キング6によって同水中打設管1内への水の進入は生じ
ない。(図2(ハ)参照) この状態で図2(ニ)に示す如く、垂直の水中打設管1
を水底に設置し、同水中打設管1に固化処理土10を充
填する。この際、前記圧力センサー7によって固化処理
土の充填状況を監視する。
The present invention will be described below with reference to the illustrated embodiments. 1 is a vertical underwater placing pipe in the underwater placing device, 2 is a hopper, 3 is an auger 4 in the vertical underwater placing pipe 1.
A magnet 5 and a watertight packing 6 are provided at the tip opening of the vertical underwater casting pipe 1 by
Pressure sensors 7 are arranged at least at two locations, the tip and the top of the underwater casting pipe 1, so that the respective sensor portions are directed inside the pipe. Reference numeral 8 in the drawing is a tip end protective cover. (See FIG. 1) Then, as shown in FIG. 2A, an iron plate lid piece 9 is provided at the tip of the vertical underwater casting pipe 1, and the iron plate lid piece 9 is attracted to the magnet 5. As a result, the vertical underwater casting pipe 1 is closed and the vertical underwater casting pipe 1 is allowed to settle in the water in this state as shown in FIG. 2B. Since the inside is empty, the iron plate lid piece 9 is more strongly pressed against the vertical submersible casting pipe 1 by water pressure, and the packing 6 prevents water from entering the submersible casting pipe 1. (See FIG. 2C) In this state, as shown in FIG.
Is installed on the bottom of the water, and the underwater casting pipe 1 is filled with the solidified treated soil 10. At this time, the filling state of the solidified treated soil is monitored by the pressure sensor 7.

【0011】次いで図2(ホ)に示す如く、垂直の水中
打設管1内部のオーガー4を駆動回転して、固化処理土
10を下方に加圧しながら打設装置を矢印に示す如く上
昇させると、固化処理土10は水より重いため水圧によ
る鉄板製蓋片9の圧着力より、固化処理土10の下方へ
の圧力の方が強く、鉄板製蓋片9はそのまま水底に残さ
れ、固化処理土10が水底に打設される。なお固化処理
土10の打設中は垂直の水中打設管1の先端を常に打設
中の固化処理土10内に埋設しておくようにする。
Next, as shown in FIG. 2 (e), the auger 4 inside the vertical underwater casting pipe 1 is driven to rotate to press the solidified treated soil 10 downward and raise the placing device as shown by an arrow. Since the solidified treated soil 10 is heavier than water, the downward pressure of the solidified treated soil 10 is stronger than the pressure force of the iron plate lid piece 9 due to water pressure, and the iron sheet lid piece 9 is left on the water bottom as it is and solidified. The treated soil 10 is placed on the bottom of the water. While the solidified soil 10 is being cast, the tip of the vertical submersible pipe 1 is always buried in the solidified soil 10 being cast.

【0012】打設終了時は、垂直の水中打設管1内の処
理土を出し切った後に引き上げる。垂直の水中打設管1
の先端は筒状であるので、引抜時には上部の水が入り込
む等、処理土の攪乱がなく、引抜時の汚濁も発生しな
い。
At the end of the pouring, the treated soil in the vertical underwater pouring pipe 1 is taken out and then pulled up. Vertical underwater casting pipe 1
Since the tip of is has a tubular shape, the water in the upper part does not enter during extraction and the treated soil is not disturbed, and no pollution occurs during extraction.

【0013】[0013]

【発明の効果】本発明に係る水中打設装置は前記したよ
うに、水中に打設される、固化処理土圧入用オーガーが
内装された垂直管の先端開口部周縁に磁石及びパッキン
グを装架した垂直の水中打設管と、鉄板製蓋片とより構
成されているので、水中打設装置の構成が簡略化され、
軽量化が図られ、打設管の引抜時の汚濁発生を防止でき
る。
INDUSTRIAL APPLICABILITY As described above, the underwater placing apparatus according to the present invention mounts the magnet and the packing on the periphery of the tip opening of the vertical pipe which is placed in the water and in which the solidification-treated earth press-fitting auger is installed. Since it is composed of a vertical underwater casting pipe and an iron plate lid piece, the configuration of the underwater casting device is simplified,
The weight is reduced, and it is possible to prevent pollution when the casting pipe is pulled out.

【0014】請求項2の発明は前記水中打設装置の垂直
の水中打設管の先端部と上部の少なくとも2個所に圧力
センサーを配設したことによって、前記垂直の水中打設
管に対する固化処理土の充填状況を監視することができ
る。
According to a second aspect of the present invention, pressure sensors are provided at least at two points, namely, at the tip end and the upper portion of the vertical underwater placing pipe of the underwater placing device, so that the vertical underwater placing pipe is solidified. The filling status of soil can be monitored.

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

【図1】本発明に係る水中打設装置の一実施例における
垂直の水中打設管の先端部を示す拡大縦断面図である。
FIG. 1 is an enlarged vertical sectional view showing a tip portion of a vertical underwater placing pipe in an embodiment of the underwater placing device according to the present invention.

【図2】(イ)(ロ)(ハ)(ニ)(ホ)(へ)は本発
明の装置を使用した固化処理土の水中打設方法の工程を
示す縦断面図である。
2 (a), (b), (c), (d), (e), and (f) are vertical cross-sectional views showing the steps of a method for underwater setting of solidified treated soil using the apparatus of the present invention.

【図3】本発明に係る水中打設装置の正面図である。FIG. 3 is a front view of the underwater driving apparatus according to the present invention.

【図4】図3の側面図である。FIG. 4 is a side view of FIG.

【図5】従来装置の正面図である。FIG. 5 is a front view of a conventional device.

【図6】図5の側面図である。FIG. 6 is a side view of FIG.

【符号の説明】[Explanation of symbols]

1 垂直の水中打設管 2 ホッパー 3 オーガーの駆動用モーター 4 オーガー 5 磁石 6 水密用パッキン 7 圧力センサー 8 先端部保護カバー 9 鉄板製蓋片 10 固化処理土 1 Vertical submersible pipe 2 Hopper 3 Motor for driving auger 4 Auger 5 Magnet 6 Watertight packing 7 Pressure sensor 8 Tip protection cover 9 Iron plate lid 10 Solidified soil

───────────────────────────────────────────────────── フロントページの続き (72)発明者 中井 康孝 東京都渋谷区千駄ヶ谷四丁目6番15号 株 式会社フジタ内 ─────────────────────────────────────────────────── ─── Continued Front Page (72) Inventor Yasutaka Nakai 4-6-15 Sendagaya, Shibuya-ku, Tokyo Fujita Co., Ltd.

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 水中に打設される固化処理土圧入用オー
ガーが内装された垂直の管の先端開口部周縁に、磁石及
びパッキングを装架してなる垂直の水中打設管と、同水
中打設管における前記磁石に吸着される鉄板製蓋片とよ
り構成されたことを特徴とする水中打設装置。
1. A vertical submersible casting pipe in which a magnet and a packing are mounted on the periphery of the tip opening of a vertical pipe in which a solidification-treated soil press-fitting auger is placed, which is placed in water. An underwater casting device comprising an iron plate lid piece that is attracted to the magnet in the casting pipe.
【請求項2】 前記垂直の水中打設管における先端部と
上部の少なくとも2個所に圧力センサーを配設した請求
項1記載の水中打設装置。
2. The underwater placing apparatus according to claim 1, wherein pressure sensors are provided at least at two positions, a tip portion and an upper portion of the vertical underwater placing pipe.
JP10121493A 1993-04-27 1993-04-27 Underwater placing device Pending JPH06306865A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP10121493A JPH06306865A (en) 1993-04-27 1993-04-27 Underwater placing device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP10121493A JPH06306865A (en) 1993-04-27 1993-04-27 Underwater placing device

Publications (1)

Publication Number Publication Date
JPH06306865A true JPH06306865A (en) 1994-11-01

Family

ID=14294667

Family Applications (1)

Application Number Title Priority Date Filing Date
JP10121493A Pending JPH06306865A (en) 1993-04-27 1993-04-27 Underwater placing device

Country Status (1)

Country Link
JP (1) JPH06306865A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002266336A (en) * 2001-03-09 2002-09-18 Fujita Corp Underwater placing method, underwater placing instrument, and underwater placing ship
JP2002285555A (en) * 2001-03-26 2002-10-03 Toyo Constr Co Ltd Underwater concrete placing method and underwater concrete placing apparatus
JP2010275854A (en) * 2010-07-20 2010-12-09 Fujita Corp Underwater placing boat

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002266336A (en) * 2001-03-09 2002-09-18 Fujita Corp Underwater placing method, underwater placing instrument, and underwater placing ship
JP2002285555A (en) * 2001-03-26 2002-10-03 Toyo Constr Co Ltd Underwater concrete placing method and underwater concrete placing apparatus
JP4636298B2 (en) * 2001-03-26 2011-02-23 東洋建設株式会社 Underwater concrete placement equipment
JP2010275854A (en) * 2010-07-20 2010-12-09 Fujita Corp Underwater placing boat

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