JPH051419A - Slime treatment method for expanded bottom drilled hole and device therefor - Google Patents

Slime treatment method for expanded bottom drilled hole and device therefor

Info

Publication number
JPH051419A
JPH051419A JP15175491A JP15175491A JPH051419A JP H051419 A JPH051419 A JP H051419A JP 15175491 A JP15175491 A JP 15175491A JP 15175491 A JP15175491 A JP 15175491A JP H051419 A JPH051419 A JP H051419A
Authority
JP
Japan
Prior art keywords
tube
slime
vanes
expanded
stirring blade
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
Application number
JP15175491A
Other languages
Japanese (ja)
Other versions
JP2528565B2 (en
Inventor
Tomizo Matsuki
冨蔵 松木
Hidenori Fujiki
秀則 藤木
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.)
Taiyo Foundation Co Ltd
Original Assignee
Taiyo Foundation 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 Taiyo Foundation Co Ltd filed Critical Taiyo Foundation Co Ltd
Priority to JP3151754A priority Critical patent/JP2528565B2/en
Publication of JPH051419A publication Critical patent/JPH051419A/en
Application granted granted Critical
Publication of JP2528565B2 publication Critical patent/JP2528565B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Abstract

PURPOSE:To enable slime to be easily treated by providing an agitation vane at the end of a discharge tube, a submersible pump at the intermediate section of the tube and further a swivel at the upper part of the tube. CONSTITUTION:A suction port 12 is provided at the end of a discharge tube 1, and agitation vanes 2 are fitted at both sides of the port 12. Also, a submersible pump 5 is installed at the intermediate section of the tube 1, and a swivel 6 is fitted to the upper part of the tube 1 for connection to a rotary kelly-bar 7, a hydraulic tube 8, an electric conduit 9 and a discharge port 10. Then, the vanes 2 as folded are inserted in a vertical hole A having an expanded bottom drilled with a drilling mud construction method. Then, the vanes 2 are expanded and continuously rotated at the expanded bottom. Sedimentary slime is agitated and mixed with drilling mud via the rotation of the vanes 2, pumped up through the suction port 12 and tube 1 via the operation of the pump 5, and discharged to the ground from the discharge port 10. Thereafter, the tube 1 is lifted up, and a reinforcement cage is inserted in the hole A and filled with concrete, thereby forming a pile. According to this construction, slime can be easily treated by rotating the vanes 2 after expansion or contraction to suit the size of the expanded bottom section.

Description

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

【0001】[0001]

【産業上の利用分野】この発明は場所打ちコンクリート
杭を施工するに際して実施される拡底削孔のスライム処
理方法およびそのスライム処理装置に関するものであ
る。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a slime processing method for expanding holes and a slime processing apparatus therefor, which is carried out when constructing cast-in-place concrete piles.

【0002】[0002]

【発明が解決しようとする課題】場所打ちコンクリート
杭の施工に際しては先ず竪孔を掘削するが、泥水工法を
利用して掘削した場合、掘削底に沈澱スライムが生じ、
その上にコンクリートを打設すると耐力に支障が生ずる
ことはよく知られた現象で、その沈澱スライムの処理に
関しては多数提案実施されているところである。
When constructing a cast-in-place concrete pile, a vertical hole is first excavated. However, when excavating using a mud method, sediment slime is generated at the excavated bottom,
It is well known that when concrete is placed on it, the yield strength is impaired, and many proposals have been made regarding the treatment of the precipitated slime.

【0003】ところで場所打ちコンクリート杭の施工に
際して拡底する場合が多くなり、拡底削孔の沈澱スライ
ム処理に通した方法、装置の開発が要望され、この発明
はその要望に応じたものである。
By the way, when the cast-in-place concrete pile is constructed, the bottom is often expanded, and there is a demand for the development of a method and an apparatus which can pass through the settling slime treatment of the bottom-drilling hole, and the present invention meets the demand.

【0004】[0004]

【課題を解決するための手段】この発明の拡底削孔のス
ライム処理方法は、先端に水平方向に伸縮しうるととも
に、上方へ折曲げ可能な撹拌翼を有する排水管を使用
し、撹拌翼を折畳んだ状態で拡底削孔内に挿入し、撹拌
翼を拡底部で展開し、かつ連続回転させることにより、
沈澱スライムを泥水中に撹拌混合させ、排水管を通じて
揚水して排出させる。そして以上の方法を実施するスラ
イム処理装置は、排水管の先端部に油圧ジャッキによっ
て折畳み、かつ伸縮しうる撹拌翼を設け、排水管の中間
に水中ポンプを設置し、排水管の上部にスイベルを設け
て回転ケリーバ、油圧、電気、排水口に接続してある。
The slime treatment method for expanding bottom drilling according to the present invention uses a drain pipe having a stirring blade which can be horizontally expanded and contracted at the tip and which can be bent upward. Inserted into the bottom expanding hole in the folded state, deploying the stirring blade at the bottom expanding part, and by continuously rotating,
The precipitated slime is stirred and mixed in mud water, and is pumped through a drain pipe and discharged. And the slime treatment device that implements the above method is equipped with a stirring blade that can be folded and expanded by a hydraulic jack at the tip of the drain pipe, an underwater pump is installed in the middle of the drain pipe, and a swivel is installed above the drain pipe. It is provided and connected to a rotating kelly bar, hydraulics, electricity and a drain.

【0005】[0005]

【実施例】図1にこの発明において使用する装置と、そ
の使用状態が示してある。先ずその装置について説明す
ると排水管1の先端には吸引口を設けるとともに、その
両側には撹拌翼2を有する。この撹拌翼2は手動によっ
て水平方向に伸縮でき、削孔に建込む前に地上にて拡底
径にあわせて調整できるとともに、リンク3、油圧ジャ
ッキ4によって上方へ折曲げ可能としてある。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS FIG. 1 shows an apparatus used in the present invention and its use condition. First of all, the device will be described. A suction port is provided at the tip of the drainage pipe 1, and stirring blades 2 are provided on both sides of the suction port. The stirring blade 2 can be manually expanded and contracted in the horizontal direction, can be adjusted to the expanded diameter on the ground before being installed in the drilled hole, and can be bent upward by the link 3 and the hydraulic jack 4.

【0006】排水管1の中間には水中ポンプ5を設置し
てあり、また排水管1の上部にはスイベル6を設けて、
回転ケリーバ7、油圧管8、電気配管9、排水口10に
接続してある。そして油圧管8は前記油圧ジャッキ4に
また電気配管9は水中ポンプ5に連通している。さらに
スイベル6にはエヤー管11を設けて排水管1の中間に
エヤーを噴出させて排水をエヤーリフトとすることがで
きる。
A submersible pump 5 is installed in the middle of the drain pipe 1, and a swivel 6 is provided above the drain pipe 1.
It is connected to the rotary kelly bar 7, hydraulic pipe 8, electric pipe 9, and drainage port 10. The hydraulic pipe 8 communicates with the hydraulic jack 4 and the electric pipe 9 communicates with the submersible pump 5. Further, the swivel 6 is provided with an air pipe 11 so that air can be ejected in the middle of the drain pipe 1 to use the drainage as an air lift.

【0007】使用に際しては泥水工法によって掘削拡底
した竪孔A内に前記撹拌翼2を折畳んだ状態で挿入し、
拡底部において撹拌翼2を展開し、かつ連続回転させる
ことにより沈澱スライムを泥水中に撹拌混合させ、吸水
口12、排水管1を通じて水中ポンプ5によって揚水
し、排水口10より地上に排出し、次いで排水管1を引
上げ、トレミー管等を使用して竪孔A内に鉄筋篭を挿入
し、コンクリートを打設して杭を造成する。
At the time of use, the stirring blade 2 is inserted in a folded state into a vertical hole A which is excavated and expanded by a mud construction method,
At the bottom expanding part, the stirring blade 2 is developed and continuously rotated to stir and mix the precipitated slime into the muddy water, and the water is pumped through the water inlet 12 and the drain pipe 1 by the submersible pump 5, and discharged to the ground from the drain port 10. Then, the drainage pipe 1 is pulled up, a reinforced basket or the like is used to insert a rebar cage into the vertical hole A, and concrete is poured to form a pile.

【0008】[0008]

【発明の効果】この発明は以上の構成からなり、排水管
の先端において、撹拌翼を拡底部の大きさに応じて伸縮
させ回転させることにより、拡底全面の沈澱スライムを
確実に泥水中に撹拌混合して地上に排出することができ
る。またその装置には排水管上部にスイベルを設けるこ
とにより、排水管の中間に設けた水中ポンプおよび排水
管の油圧ジャッキを連続回転させながら操作できる。
EFFECTS OF THE INVENTION The present invention has the above-described structure, and at the tip of the drainage pipe, the stirring blade is expanded and contracted according to the size of the bottom expanding portion to rotate, so that the precipitated slime on the entire surface of the bottom expanding can be surely stirred in the muddy water. It can be mixed and discharged to the ground. Further, by providing a swivel on the upper part of the drain pipe in the device, it is possible to operate while continuously rotating the submersible pump provided in the middle of the drain pipe and the hydraulic jack of the drain pipe.

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

【図1】この発明の実施状況の概要を示した縦断面図で
ある。
FIG. 1 is a vertical cross-sectional view showing an outline of an implementation state of the present invention.

【符号の説明】[Explanation of symbols]

A…竪孔 1…排出管、2…撹拌翼、3…油圧ジャッキ、4…水中
ポンプ、5…スイベル、6…ケリーバ、7…油圧管、8
…電気配管、9…排水口、10…エヤー管、11…吸水
口。
A ... Vertical hole 1 ... Discharge pipe, 2 ... Stirring blade, 3 ... Hydraulic jack, 4 ... Submersible pump, 5 ... Swivel, 6 ... Kelly bar, 7 ... Hydraulic pipe, 8
... Electric piping, 9 ... Drainage port, 10 ... Air pipe, 11 ... Water inlet.

─────────────────────────────────────────────────────
─────────────────────────────────────────────────── ───

【手続補正書】[Procedure amendment]

【提出日】平成3年7月2日[Submission date] July 2, 1991

【手続補正1】[Procedure Amendment 1]

【補正対象書類名】明細書[Document name to be amended] Statement

【補正対象項目名】符号の説明[Correction target item name] Explanation of code

【補正方法】変更[Correction method] Change

【補正内容】[Correction content]

【符号の説明】 A…竪孔 1…排水管、2…撹拌翼、3…リンク、4…油圧ジャッ
キ、5…水中ポンプ、6…スイベル 、7…ケリーバ、
8…油圧管、9…電気配管、10…排水口、11…エヤ
ー管、 12…吸水口。
[Explanation of Codes] A ... Vertical hole 1 ... Drain pipe, 2 ... Stirring blade, 3 ... Link, 4 ... Hydraulic jack, 5 ... Submersible pump, 6 ... Swivel, 7 ... Kelly bar,
8 ... Hydraulic pipe, 9 ... Electric pipe, 10 ... Drain port, 11 ... Air pipe, 12 ... Water inlet.

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 先端に水平方向に伸縮しうるとともに、
上方へ折曲げ可能な撹拌翼を有する排水管を使用し、撹
拌翼を折畳んだ状態で拡底削孔内に挿入し、撹拌翼を拡
底部で展開し、かつ連続回転させることにより、沈澱ス
ライムを泥水中に撹拌混合させ、排水管を通じて揚水し
て排出させることを特徴とする拡底削孔のスライム処理
方法。
1. A tip can be horizontally expanded and contracted, and
Using a drainage pipe with a stirring blade that can be bent upward, insert the stirring blade into the bottom expanding hole with the stirring blade folded, expand the stirring blade at the bottom expanding part, and rotate it continuously to precipitate sediment slime. The method for slime treatment of bottom-drilling holes, which comprises stirring and mixing water in mud water and pumping the water through a drainage pipe to discharge.
【請求項2】 排水管の先端部に油圧ジャッキによって
折畳み、かつ伸縮しうる撹拌翼を設け、排水管の中間に
水中ポンプを設置し、排水管の上部にスイベルを設けて
回転ケリーバ、油圧、電気、排水口に接続してあること
を特徴とする拡底削孔のスライム処理装置。
2. A drainage pipe is provided with a stirring blade that can be folded and expanded by a hydraulic jack at the tip of the drainage pipe, a submersible pump is provided in the middle of the drainage pipe, and a swivel is provided above the drainage pipe to provide a rotary kelly bar, hydraulic pressure, A slime treatment device for bottom drilling, which is connected to electricity and drainage ports.
JP3151754A 1991-06-24 1991-06-24 Method and equipment for slime treatment of bottom drilling Expired - Fee Related JP2528565B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP3151754A JP2528565B2 (en) 1991-06-24 1991-06-24 Method and equipment for slime treatment of bottom drilling

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP3151754A JP2528565B2 (en) 1991-06-24 1991-06-24 Method and equipment for slime treatment of bottom drilling

Publications (2)

Publication Number Publication Date
JPH051419A true JPH051419A (en) 1993-01-08
JP2528565B2 JP2528565B2 (en) 1996-08-28

Family

ID=15525566

Family Applications (1)

Application Number Title Priority Date Filing Date
JP3151754A Expired - Fee Related JP2528565B2 (en) 1991-06-24 1991-06-24 Method and equipment for slime treatment of bottom drilling

Country Status (1)

Country Link
JP (1) JP2528565B2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2005077780A1 (en) * 2004-02-17 2005-08-25 Koffiebranderij En Theehandel Drie Mollen Sinds 1818 B.V. Lid for a drinking beaker comprising a chamber filled with drink powder
KR100732646B1 (en) * 2006-04-24 2007-06-27 주식회사 대왕 이엔씨 A mechanical pump for remove slime

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2005077780A1 (en) * 2004-02-17 2005-08-25 Koffiebranderij En Theehandel Drie Mollen Sinds 1818 B.V. Lid for a drinking beaker comprising a chamber filled with drink powder
KR100732646B1 (en) * 2006-04-24 2007-06-27 주식회사 대왕 이엔씨 A mechanical pump for remove slime

Also Published As

Publication number Publication date
JP2528565B2 (en) 1996-08-28

Similar Documents

Publication Publication Date Title
CN110409422B (en) Diaphragm wall construction method and diaphragm wall construction system
US10066356B2 (en) System to manufacture native soils flowable fill and related methods
CN110409421B (en) Ultra-deep pile ground is wall construction system even
KR101922032B1 (en) DCM soft ground improved apparatus and method using a ground rig
JP2009062711A (en) Bored precast pile method using earth drill
JPH051419A (en) Slime treatment method for expanded bottom drilled hole and device therefor
JP4797147B2 (en) Column replacement construction method and column replacement
JP3704666B2 (en) Ground improvement method for large depths and horizontal cutter type ground improvement device
JP2640841B2 (en) Slime treatment method in cast-in-place pile method
JPH11350529A (en) Excavated muck receiver/conveying device of excavator
JPH109183A (en) Underwater pump which can generate two-directional flow
JP3554635B2 (en) Submersible pump with stirring suppression function
JP4281650B2 (en) Foundation pile, its construction method and slime processing equipment used for its construction
JPH067068Y2 (en) Ground improvement device
JP6240845B2 (en) Mud drainer
JP3866744B2 (en) Slime processing equipment for diameter expansion drilling
JP2009035948A (en) Underwater sediment stirrer
CN215977274U (en) Mechanism for cleaning sludge in pile core hole of tubular pile
JP7231271B1 (en) Ground improvement method and ground improvement device
CN115262601B (en) Island mucky soil dewatering and dewatering system and dewatering method thereof
JPH0684618B2 (en) Slime removal device at the bottom of pile holes
JPH10195911A (en) Excavating, mixing and agitating equipment for construction machinery
CN208815602U (en) A kind of hydraulic engineering dredging dredger
JP2006307628A (en) Column replacing construction method and replacing column
JP2006022652A (en) Submerged sand pump

Legal Events

Date Code Title Description
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 19960423

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20080614

Year of fee payment: 12

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20090614

Year of fee payment: 13

LAPS Cancellation because of no payment of annual fees