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JPH0613769B2 - Slime processing method and equipment for cast-in-place pile driving - Google Patents
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JPH0613769B2 - Slime processing method and equipment for cast-in-place pile driving - Google Patents

Slime processing method and equipment for cast-in-place pile driving

Info

Publication number
JPH0613769B2
JPH0613769B2 JP60019363A JP1936385A JPH0613769B2 JP H0613769 B2 JPH0613769 B2 JP H0613769B2 JP 60019363 A JP60019363 A JP 60019363A JP 1936385 A JP1936385 A JP 1936385A JP H0613769 B2 JPH0613769 B2 JP H0613769B2
Authority
JP
Japan
Prior art keywords
slime
pipe
hole
pile
suction 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 - Lifetime
Application number
JP60019363A
Other languages
Japanese (ja)
Other versions
JPS61179922A (en
Inventor
善弘 石川
勝美 山本
隆義 東藤
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.)
Takenaka Komuten Co Ltd
Original Assignee
Takenaka Komuten Co Ltd
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 Takenaka Komuten Co Ltd filed Critical Takenaka Komuten Co Ltd
Priority to JP60019363A priority Critical patent/JPH0613769B2/en
Publication of JPS61179922A publication Critical patent/JPS61179922A/en
Publication of JPH0613769B2 publication Critical patent/JPH0613769B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/22Piles
    • E02D5/34Concrete or concrete-like piles cast in position ; Apparatus for making same
    • E02D5/38Concrete or concrete-like piles cast in position ; Apparatus for making same making by use of mould-pipes or other moulds
    • E02D5/44Concrete or concrete-like piles cast in position ; Apparatus for making same making by use of mould-pipes or other moulds with enlarged footing or enlargements at the bottom of the pile

Landscapes

  • Engineering & Computer Science (AREA)
  • Structural Engineering (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)
  • Underground Or Underwater Handling Of Building Materials (AREA)

Description

【発明の詳細な説明】 〔産業上の利用分野〕 この発明は、建造物の基礎に用いられる場所打ち拡底杭
打設時におけるスライム処理方法およびその装置に関す
るものである。
Description: TECHNICAL FIELD The present invention relates to a slime treatment method and apparatus for driving cast-in-place bottom piles used as a foundation of a building.

〔従来の技術〕[Conventional technology]

従来、場所打ち杭打設時におけるスライム処理方法は、
特開昭54−139203号公報に記載されているよう
に、第2図において杭孔1を掘削し、杭孔1内にトレミ
ー管2をその下端に翼体3を備えたスライム処理用のビ
ット4を開翼させた状態で建込み、トレミー管2を回転
させその下端の翼体3を回転させて孔底のスライム5を
泥水中に浮遊させて揚水装置により杭孔1外へ排出させ
た後、翼体3を閉じて引き上げるようにしていた。ま
た、特公昭54−14842号公報には、横吸引管を分
岐したトレミー管を掘削孔に挿入し、トレミー管を回転
させながらスライムを吸引するスライム処理方法も知ら
れている。そして従来の場所打ち杭のスライム処理装置
は、上記特開昭54−139203号公報に記載されて
いるもの、すなわちこの出願の願書に添付した第2図の
ものにおいて、回転装置に連結したトレミー管2の下端
部にビット4を一体に回転するとともに上下に摺動する
ように嵌合し、その外周に複数の翼体3を開閉できるよ
うに取付け、ビット4のボス部6に上下に摺動できるよ
うにおもり7を嵌合し、翼体3とおもり7を開閉用レバ
ー8で連結したものや特公昭55−34248号公報に
は、トレミー管とスライム吸引管とに連結リンクを設け
てスライム吸引管の吸引口を屈曲揺動するようにしたス
ライム処理装置が知られている。
Conventionally, the slime treatment method at the time of cast-in-place pile is
As described in Japanese Patent Application Laid-Open No. 54-139203, a pile hole 1 is excavated in FIG. 2, a tremie pipe 2 is provided in the pile hole 1, and a blade body 3 is provided at the lower end thereof for slime treatment. 4 was installed with the blade open, and the tremie pipe 2 was rotated to rotate the blade body 3 at the lower end thereof to float the slime 5 at the bottom of the hole in the muddy water and discharge it out of the pile hole 1 by the pumping device. After that, the wing body 3 was closed and pulled up. Further, Japanese Patent Publication No. 54-14842 discloses a slime treatment method in which a tremie pipe obtained by branching a horizontal suction pipe is inserted into an excavation hole, and slime is sucked while rotating the tremie pipe. The conventional slime treatment device for cast-in-place piles is the one described in JP-A-54-139203, that is, the one shown in FIG. 2 attached to the application of this application, which is a tremie tube connected to a rotating device. The bit 4 is integrally fitted to the lower end of the bit 2 so as to rotate and slide up and down, and a plurality of blades 3 are attached to the outer periphery of the bit 4 so that the blade 3 can be opened and closed, and the bit 4 is slid up and down. A weight 7 is fitted so that the wing body 3 and the weight 7 are connected by an opening / closing lever 8 and Japanese Patent Publication No. 55-34248 discloses a slime in which a connecting link is provided between a tremie pipe and a slime suction pipe. A slime processing device is known in which a suction port of a suction pipe is bent and oscillated.

〔発明が解決しようとする問題点〕[Problems to be solved by the invention]

上記従来の場所打ち杭のスライム処理方法によれば、ス
ライムはビットの翼体またはトレミー管の横吸引管によ
って攪拌され泥水中に浮遊させるようにするものであ
り、杭孔中の大量の泥水を全部排出しなければスライム
を除去できず非能率的であるばかりでなく、近似杭の大
口径化に伴ない杭底部のみを拡大した拡底杭が多く使用
されているが、この拡底孔の杭孔の拡底孔には翼体また
は横吸引管あるいはスライム吸引装置の吸引口が届か
ず、したがって杭の受圧面積の約3分の2を占める杭孔
の拡底孔部分のスライムが完全に除去されないままトレ
ミー管からコンクリートが打設されるのでスライムが存
在する部分のコンクリートは圧密凝縮により不等沈下を
生じ信頼性のある杭を得ることができない問題点があ
り、また従来の場所打ち杭のスライム処理装置によれ
ば、ビットの外周に複数の翼体を取付けておもりによっ
て翼体を開閉用レバーで開閉させ、トレミー管の回転に
よって翼体または横吸引管あるいはスライム吸引装置の
吸引口で孔底に堆積したスライムを攪拌するか攪拌と同
時に吸引するものであるから杭孔中の大量の泥水を排出
しなければスライムを除去できず非能率的であるばかり
でなく、第2図におけるように補助翼9をつけても大口
径孔1′用に適用できるだけで杭孔の底部のスライムの
みを除去するだけか、または横吸引管が拡底杭用の大径
部に届かず拡底孔の底部に堆積したスライムをすべて除
去することができない問題点があった。
According to the conventional slime treatment method for cast-in-place pile, the slime is to be agitated by the wing body of the bit or the horizontal suction pipe of the tremie pipe so as to be suspended in the muddy water. Not only is it inefficient because it cannot remove slime until all the piles are discharged, but expanded piles that expand only the bottom of the piles are often used due to the increase in the diameter of the approximate piles. The breech, lateral suction pipe, or suction port of the slime suction device does not reach the bottom expansion hole of the pile. Therefore, the slime of the bottom hole of the pile hole, which occupies about two-thirds of the pressure receiving area of the pile, is not completely removed. Since concrete is poured from the pipe, concrete in the area where slime is present has the problem that uneven settlement due to compaction condensation cannot be obtained and reliable piles cannot be obtained. According to the slime processing device, the wings are attached to the outer circumference of the bit and the weight is used to open and close the wings with the lever for opening and closing, and the rotation of the tremie tube causes the wings or the horizontal suction pipe or the suction port of the slime suction device to be opened. Since the slime accumulated on the bottom of the hole is stirred or sucked at the same time as the stirring, the slime cannot be removed unless a large amount of muddy water in the pile hole is discharged, which is inefficient. Even if the auxiliary wing 9 is attached to the bottom hole, it can be applied to the large-diameter hole 1'and only the slime at the bottom of the pile hole is removed, or the lateral suction pipe does not reach the large-diameter portion for the bottom-expansion pile and the bottom of the bottom-expansion hole is reached. There was a problem that it was not possible to remove all the slime deposited on the.

〔問題点を解決するための手段〕[Means for solving problems]

上記の問題点を解決するためのこの発明の手段は、杭孔
の下端より下方を次第に大径となるように上部拡底孔を
掘削し、続いてその径を急角度に縮小して孔底となる下
部拡底孔を掘削し、杭孔からスライム吸引管を分岐した
トレミー管を挿入し、下部拡底孔の上部まで拡開したス
ライム吸引管をトレミー管を回転させながら縮閉して下
部拡底孔の傾斜に沿ってその全面のスライムを吸引する
ようにした場所打ち拡底杭打設時におけるスライム処理
方法および回転装置を連結したトレミー管の下方に分岐
管を設け、その先端に可撓管を介して先端が、杭孔の下
端より下方の径を次第に大径となるようにした上部拡底
孔の下部を急角度に縮小して孔底となる下部拡底孔の上
部外周部に達するスライム吸引管を取付け、トレミー管
およびスライム吸引管に揚水装置を連結し、トレミー管
の下端部にはウエイト管を上下動自在に嵌合し、スライ
ム吸引管が下部拡底孔の上方からその傾斜に沿って縮閉
移動するようにウエイト管とスライム吸引管とを連結バ
ーで枢着した場所打ち拡底杭打設時におけるスライム処
理装置からなるものである。
Means of the present invention for solving the above problems is to excavate an upper bottom expanding hole so that the diameter becomes gradually larger below the lower end of the pile hole, and subsequently reduce the diameter to a steep angle to form a hole bottom. The bottom expanding hole is drilled, the tremie pipe that branches the slime suction pipe from the pile hole is inserted, and the slime suction pipe that has expanded to the upper part of the lower bottom expanding hole is contracted while rotating the tremie pipe, A branch pipe is provided below the tremie pipe connected to the slime treatment method and the rotating device at the time of cast-in-place expansion pile driving so that the slime on the entire surface is sucked along the slope, and a flexible pipe is provided at the tip of the pipe. Attach a slime suction pipe whose tip reaches the outer periphery of the upper part of the lower bottom expansion hole that becomes the hole bottom by reducing the lower part of the upper bottom expansion hole to a steep angle with the diameter below the lower end of the pile hole gradually increasing. , Tremy tube and slime sucker A pipe is connected with a pumping device, a weight pipe is vertically movably fitted to the lower end of the tremie pipe, and the slime suction pipe is connected to the weight pipe so that the slime suction pipe moves from above the lower bottom expansion hole along its inclination. It is composed of a slime treatment device for driving cast-in-place expanded bottom piles, which is pivotally connected to a slime suction pipe with a connecting bar.

〔実施例〕〔Example〕

この発明の1実施例を、図面を参照して説明する。 An embodiment of the present invention will be described with reference to the drawings.

第1図において、下方に上部拡底孔10aおよび下部拡
底孔10bを形成した杭孔11を掘削しその上方は表層
ケーシング12によって補強して泥水13を満たし、そ
の中にトレミー管14を挿入する。
In FIG. 1, a pile hole 11 having an upper bottom expanding hole 10a and a lower bottom expanding hole 10b formed therein is excavated, and the upper part thereof is reinforced by a surface casing 12 to fill muddy water 13, and a tremie pipe 14 is inserted therein.

トレミー管14の上部にはスイベルジョイント15を設
けてこれに吐出口16を固定し、下部には分岐管17を
設けその先端には可撓管18を介してスライム吸引管1
9が取付けられている。トレミー管14の下端部にはウ
ェイト管20が上下動自在に嵌合され、スライム吸引管
19とウェイト管20とは連結バー21で枢着され、ウ
ェイト管20に取付けられたワイヤー22を引上げるこ
とによって実線で示すようにスライム吸引管19が下部
拡底孔10bの上部の外周部に達するように開き、ワイ
ヤー22を緩めることにより鎖線で示すようにウェイト
管20はそのを自重によって下がり、それによって連結
バー21も下がるのでスライム吸引管19はトレミー管
14に引き寄せられて閉じトレミー管14の引き上げに
妨げにならないようになっている。
A swivel joint 15 is provided in the upper part of the tremie pipe 14 and a discharge port 16 is fixed to the swivel joint 15, and a branch pipe 17 is provided in the lower part of the slime suction pipe 1 via a flexible pipe 18.
9 is attached. A weight pipe 20 is vertically movably fitted to the lower end of the tremie pipe 14, and the slime suction pipe 19 and the weight pipe 20 are pivotally connected by a connecting bar 21, and a wire 22 attached to the weight pipe 20 is pulled up. As a result, the slime suction pipe 19 is opened to reach the outer periphery of the upper portion of the lower bottom hole 10b as shown by the solid line, and the weight pipe 20 is lowered by its own weight as shown by the chain line by loosening the wire 22. Since the connecting bar 21 is also lowered, the slime suction pipe 19 is attracted to the tremie pipe 14 and closed so that it does not hinder the pulling up of the tremie pipe 14.

拡底杭を打設するには、杭孔11内において鉄筋かご2
3を分岐管17の上部の位置に仮固定しトレミー管14
を挿入する。揚水装置はエアーパイプ24で構成され圧
縮空気をトレミー管14および分岐管17に導入して矢
印Aに示すようにエアーリフトでスライム吸引管19お
よびトレミー管14の先端部に取付けられた水流調節弁
25を通して泥水を吐出口16から矢印Bのように排出
するようになっている。水流調節弁25にはワイヤー2
6が取付けられておりワイヤー26を引上げることによ
って水流調整弁25の開きを加減してトレミー管14の
泥水排出量を調節し、スライムの堆積量に応じてスライ
ム吸引管19とトレミー管14のスライム吸引量を適度
に調節することができるようになっている。
In order to drive expanded bottom piles, in the pile hole 11
3 is temporarily fixed at the upper position of the branch pipe 17, and the tremie pipe 14
Insert. The pumping device is composed of an air pipe 24 and introduces compressed air into the tremie pipe 14 and the branch pipe 17, and as shown by an arrow A, a water flow control valve attached to the end portions of the slime suction pipe 19 and the tremie pipe 14 by an air lift. The muddy water is discharged from the discharge port 16 through 25 as shown by arrow B. Wire 2 for water flow control valve 25
6 is attached, the opening of the water flow adjusting valve 25 is adjusted by pulling up the wire 26, and the amount of muddy water discharged from the tremie pipe 14 is adjusted, and the slime suction pipe 19 and the tremie pipe 14 are adjusted according to the accumulated amount of slime. The amount of slime suction can be adjusted appropriately.

トレミー管14の上端はスイベルジョイント15を介し
て回転装置と連結されており、ワイヤー22を引上げて
スライム吸引管19を下部拡底孔10bの上部の外周部
に達するように拡開し、回転装置によりトレミー管14
と共に緩やかに回転させながらワイヤー22を緩める
と、スライム吸引管19はウェイト管20が自重により
下方に下がり連結バー21によってトレミー管14に向
って引寄せられるので、エアーリフトによりスライム2
7はスライム吸引管19およびトレミー管14の先端か
ら直接撹拌されることなく矢印Cのように吸込まれ、下
部拡底孔10bの底部に堆積したスライム27は全面に
わたって吸引され、吐出口16から排出される。スライ
ム吸引管19は3回程度回転させることによりスライム
27を完全に除去することができる。スライム処理が完
了した後、鉄筋かご23を下部拡底孔10bの底部まで
下げて固定し、トレミー管14の上部のスイベルジョイ
ント15を取外してトレミーホッパー28を取付け、コ
ンクリートを打設しながらトレミー管14を抜き取るよ
うにするものである。
The upper end of the tremie pipe 14 is connected to a rotating device via a swivel joint 15, and the wire 22 is pulled up to expand the slime suction pipe 19 to reach the outer periphery of the upper part of the lower bottom expanding hole 10b. Tremie tube 14
When the wire 22 is loosened while being gently rotated together with the slime suction pipe 19, the weight pipe 20 descends downward by its own weight and is drawn toward the tremie pipe 14 by the connecting bar 21.
7 is sucked from the tips of the slime suction pipe 19 and the tremie pipe 14 without being directly stirred, and the slime 27 accumulated on the bottom of the lower bottom expansion hole 10b is sucked over the entire surface and discharged from the discharge port 16. It The slime 27 can be completely removed by rotating the slime suction pipe 19 about three times. After the slime treatment is completed, the reinforcing bar cage 23 is lowered and fixed to the bottom of the lower bottom expanding hole 10b, the swivel joint 15 at the upper part of the tremie tube 14 is removed, and the tremie hopper 28 is attached to the tremie tube 14 while pouring concrete. Is to be removed.

なお、上記実施例ではエアーリフトによりスライムを排
出するようになっているが、サクションポンプによって
排出するようにしてもよい。この場合はエアホース24
は不要である。
Although the slime is discharged by the air lift in the above embodiment, it may be discharged by the suction pump. In this case, the air hose 24
Is unnecessary.

〔発明の効果〕〔The invention's effect〕

この発明の方法は、従来のスライム処理方法のように翼
体によってスライムを泥水中に攪拌するものではなく、
スライム吸引管によって下部拡底孔の底部に堆積したス
ライムを順次吸引して排出するものであるから、スライ
ムを泥水中に拡散することがないので大量の泥水を排出
しなくてもよく能率的にスライムを除去することがで
き、かつ下部拡底孔の底部全面をわたってスライムを除
去することができるので、打設したコンクリートを支持
地盤に確実に接触させることができ、従来のようにスラ
イムが残留したままコンクリートを打設した杭のように
支持力に悪影響を与えることがなく高い品質の信頼性の
ある杭を打設することができる。
The method of the present invention does not stir the slime in the muddy water by the blade like the conventional slime treatment method,
The slime suction pipe sequentially sucks and discharges the slime accumulated on the bottom of the lower bottom expansion hole, so it does not diffuse into the mud water, so it is not necessary to discharge a large amount of mud water and the slime can be efficiently discharged. Can be removed, and the slime can be removed over the entire bottom surface of the bottom expansion hole, so the placed concrete can be reliably brought into contact with the support ground, and the slime remained as in the past. It is possible to drive a high-quality and reliable pile without adversely affecting the bearing capacity like a concrete-cast pile.

また、この発明の装置はトレミー管を利用してスライム
吸引管からスライムを吸引するので従来のように翼体で
スライムを攪拌して泥水を排出するもののように大量の
泥水を排出する必要がなく堆積したスライム部分のみを
吸引するので下部拡底孔の周囲を3回程度回転させるだ
けの短時間でスライムの除去を行うことができ、さらに
スライム吸引管の先端が下部拡底孔の上部外周部に達す
るように設けてトレミー管を中心に開閉できるようにし
たので、従来は円筒状の掘削孔の底面に堆積したスライ
ムのみしか処理できなかったが、この発明の装置では上
部拡底孔は下方に向って開いておりスライムは下方に沈
むので堆積することはなく、下部拡底孔はその底面に堆
積したスライムを全面にわたって除去することができ
る。
Further, since the device of the present invention sucks the slime from the slime suction pipe by using the tremie pipe, it is not necessary to discharge a large amount of mud water like the conventional one that stirs the slime and discharges the mud water. Since only the accumulated slime part is sucked, the slime can be removed in a short time by rotating the periphery of the lower bottom expanding hole about 3 times, and the tip of the slime suction pipe reaches the upper outer periphery of the lower bottom expanding hole. Since the tremie pipe can be opened and closed centering on the tremie pipe, only slime accumulated on the bottom surface of the cylindrical drill hole can be processed in the past, but in the device of the present invention, the upper bottom expanding hole is directed downward. Since it is open and the slime sinks downward, it does not deposit, and the lower bottom expanding hole can remove the slime deposited on the bottom surface over the entire surface.

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

第1図は、この発明の1実施例を示す縦断正面図、第2
図は従来例を示す一部の縦断正面図である。 10a……上部拡底孔、10b……下部拡底孔、 11……杭孔、14……トレミー管、 17……分岐管、18……可撓管、 19……スライム吸引管、20……ウェイト管、 21……連結バー、25……水流調節弁、 27……スライム。
FIG. 1 is a vertical sectional front view showing an embodiment of the present invention, and FIG.
The figure is a partial vertical front view showing a conventional example. 10a: upper bottom expanding hole, 10b: lower bottom expanding hole, 11: pile hole, 14: tremie tube, 17: branch tube, 18: flexible tube, 19: slime suction tube, 20: weight Pipes, 21 ... connecting bar, 25 ... water flow control valve, 27 ... slime.

───────────────────────────────────────────────────── フロントページの続き (56)参考文献 実開 昭56−33391(JP,U) 特公 昭54−14842(JP,B2) 特公 昭55−34248(JP,B2) 特公 昭55−7495(JP,B2) ─────────────────────────────────────────────────── ─── Continuation of the front page (56) Bibliography Sho 56-33391 (JP, U) JP 54-14842 (JP, B2) JP 55-34248 (JP, B2) JP 55- 7495 (JP, B2)

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】杭孔(11)の下端より下方を次第に大径とな
るように上部拡底孔(10a)を掘削し、続いてその径を急
角度に縮小して孔底となる下部拡底孔(10b)を掘削し、
杭孔(11)からスライム吸引管(19)を分岐したトレミー管
(14)を挿入し、下部拡底孔(10b)の上部まで拡開したス
ライム吸引管(19)をトレミー管(14)を回転させながら縮
閉して下部拡底孔(10b)の傾斜に沿ってその全面のスラ
イム(27)を吸引するようにした場所打ち拡底杭打設時に
おけるスライム処理方法。
1. A lower bottom expanding hole, which is formed by drilling an upper bottom expanding hole (10a) so that the diameter becomes gradually larger below the lower end of a pile hole (11), and then the diameter is reduced to a steep angle to form a hole bottom. Drilling (10b),
A tremie pipe that branches the slime suction pipe (19) from the pile hole (11)
(14) is inserted, the slime suction pipe (19) expanded to the upper part of the lower bottom expansion hole (10b) is contracted while rotating the tremie pipe (14), and along the slope of the lower bottom expansion hole (10b). A slime treatment method at the time of cast-in-place bottom pile driving so that the slime (27) on the entire surface is sucked.
【請求項2】回転装置を連結したトレミー管(14)の下方
に分岐管(17)を設け、その先端に可撓管(18)を介して先
端が、杭孔(11)の下端より下方の径を次第に大径となる
ようにした上部拡底孔(10a)の下部を急角度に縮小して
孔底となる下部拡底孔(10b)の上部外周部に達するスラ
イム吸引管(19)を取付け、トレミー管(14)およびスライ
ム吸引管(19)に揚水装置を連結し、トレミー管(14)の下
端部にはウエイト管(20)を上下動自在に嵌合し、スライ
ム吸引管(19)が下部拡底孔(10b)の上方からその傾斜に
沿って縮閉移動するようにウエイト管(20)とスライム吸
引管(19)とを連結バー(21)で枢着した場所打ち拡底杭打
設時におけるスライム処理装置。
2. A branch pipe (17) is provided below a tremie pipe (14) to which a rotating device is connected, and its tip is below a lower end of a pile hole (11) via a flexible pipe (18). Install a slime suction pipe (19) that reaches the outer circumference of the upper part of the lower bottom expansion hole (10b) that is the bottom of the hole by reducing the lower part of the upper bottom expansion hole (10a) with a gradually increasing diameter. , A pumping device is connected to the tremie pipe (14) and the slime suction pipe (19), and a weight pipe (20) is vertically movably fitted to the lower end of the tremie pipe (14), so that the slime suction pipe (19) Placed bottomed pile driving, in which the weight pipe (20) and the slime suction pipe (19) are pivotally connected by the connecting bar (21) so that the contracted and closed movement moves from above the lower bottomed hole (10b) along its inclination. Slime processing equipment at time.
【請求項3】ウエイト管(20)の下端に水流調節弁(25)を
設けた特許請求の範囲第2項記載の場所打ち拡底杭打設
時におけるスライム処理装置。
3. A slime treatment device for driving a cast-in-place bottom pile according to claim 2, wherein a water flow control valve (25) is provided at the lower end of the weight pipe (20).
JP60019363A 1985-02-05 1985-02-05 Slime processing method and equipment for cast-in-place pile driving Expired - Lifetime JPH0613769B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP60019363A JPH0613769B2 (en) 1985-02-05 1985-02-05 Slime processing method and equipment for cast-in-place pile driving

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP60019363A JPH0613769B2 (en) 1985-02-05 1985-02-05 Slime processing method and equipment for cast-in-place pile driving

Publications (2)

Publication Number Publication Date
JPS61179922A JPS61179922A (en) 1986-08-12
JPH0613769B2 true JPH0613769B2 (en) 1994-02-23

Family

ID=11997278

Family Applications (1)

Application Number Title Priority Date Filing Date
JP60019363A Expired - Lifetime JPH0613769B2 (en) 1985-02-05 1985-02-05 Slime processing method and equipment for cast-in-place pile driving

Country Status (1)

Country Link
JP (1) JPH0613769B2 (en)

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP6470671B2 (en) * 2015-10-23 2019-02-13 鹿島建設株式会社 Tremy tube structure and pile construction method

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5414842A (en) * 1977-07-02 1979-02-03 Yoshikata Rokushiya Floating flying balloon
JPS5534248A (en) * 1978-09-01 1980-03-10 Nippon Steel Corp Control of internal pressure of coke oven

Also Published As

Publication number Publication date
JPS61179922A (en) 1986-08-12

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