JPS60238523A - Remover for slime on bottom of pit for in-place pile - Google Patents

Remover for slime on bottom of pit for in-place pile

Info

Publication number
JPS60238523A
JPS60238523A JP9173084A JP9173084A JPS60238523A JP S60238523 A JPS60238523 A JP S60238523A JP 9173084 A JP9173084 A JP 9173084A JP 9173084 A JP9173084 A JP 9173084A JP S60238523 A JPS60238523 A JP S60238523A
Authority
JP
Japan
Prior art keywords
slime
opening
bottom plate
hole
cylindrical body
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
JP9173084A
Other languages
Japanese (ja)
Other versions
JPH0326732B2 (en
Inventor
Katsumi Kitanaka
北中 克巳
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP9173084A priority Critical patent/JPS60238523A/en
Publication of JPS60238523A publication Critical patent/JPS60238523A/en
Publication of JPH0326732B2 publication Critical patent/JPH0326732B2/ja
Granted 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

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)

Abstract

PURPOSE:To simply remove deposited slime on the bottom a pit by a method in which plural openings are provided in the bottom plate of a hollow cylinder, the basal portion of an elastic plate is fixed to the upside of the bottom plate on the rear edge side of each opening, and a cover through which slime is discharged is provided to the body of the hollow cylinder. CONSTITUTION:When a kelly bar 22 is rotationally driven, a bit 4 provided to a bottom plate 2 is moved, and slime 17 below the bottom plate 2 is relatively moved. A rubber elastic plate 5 covered on the upper side of an opening 3 is displaced upwards, and the slime 7 is taken into a hollow cylinder 1. When the kelly bar 22 is stopped, the opening 3 of the plate 5 is closed, the device is lifted up to the ground's surface, and slime housed in the cylinder 1 is discharged to the outside. The reslime remover has a simple structure and is free of disorder because of its high strength and can also be easily manufactured at low cost.

Description

【発明の詳細な説明】 (技術分野) 本発明は場所打ちコンクリート杭用の孔を掘削した場合
に、その孔の底部に溜るスライムを除去(従来技術とそ
の問題点) 場所打ち杭とは、工事現場において人力または各種機械
によって、地中に縦孔を掘削して、その孔内に鉄筋部を
立て込んでから生コンクリートを充填しC得られる基礎
杭Cある。
[Detailed Description of the Invention] (Technical Field) The present invention removes slime that collects at the bottom of a hole when a hole is excavated for a cast-in-place concrete pile (prior art and its problems) What is a cast-in-place concrete pile? There is a foundation pile C obtained by drilling a vertical hole in the ground at a construction site by hand or various machines, inserting reinforcing bars into the hole, and then filling it with ready-mixed concrete.

そしてこの場所打ち杭を造成する工法としては、人力掘
削による深礎工法、および各種機械を使用するものとが
あり、この機械掘削工法には、大別覆るとベノトエ法、
アースドリル工法、リパースザーキュレーション工法、
および大口径ボーリングマシンを使用するB−HT法か
ある。
There are two methods for constructing cast-in-place piles: deep foundation construction using manual excavation, and methods using various machines.
Earth drill method, reparse serculation method,
There is also the B-HT method, which uses a large-diameter boring machine.

しかして深礎工法は、目視による人力掘削工法であるか
ら、孔底の底浚えが充分にできるので、孔底にスライム
か残溜するJ5それはないが、機械掘削による工法では
、どうしても孔底にスライムが残溜するため、そのまま
コンクリートを打設づ−ると、前記残溜スライムによっ
て杭先端部の支持力が減少する結果、杭の支持力の信頼
性が失われるという問題がある。
However, since the deep foundation construction method is a manual excavation method that uses visual inspection, the bottom of the hole can be thoroughly dredged, so there is no residual slime at the bottom of the hole. Because slime remains in the pile, if concrete is poured as is, the residual slime reduces the supporting force of the tip of the pile, resulting in a problem in that the reliability of the supporting force of the pile is lost.

したケーシングチューブ内の土砂をハンマーグラブバケ
ットで掴み取って外部に排出する作業を練りかへしなが
ら掘削するものであり、この工法ではケーシングチュー
ブの下端よりさらにその下方を掘削するまでは、孔内に
張水等を行う必要はないが、地下掘削をして地下水に逢
着しないという例は稀にしかないため、ベノトエ法にお
いても孔底にスライムが溜ることはさけられない実情で
ある。このためベット工法によるスライム除去方法とし
ては現在法のような方法が行われている。
During excavation, the earth and sand inside the casing tube are picked up with a hammer grab bucket and discharged to the outside. Although it is not necessary to perform water filling, etc., it is rare that underground excavation does not reach groundwater, so it is unavoidable that slime accumulates at the bottom of the hole even in the Benotoe method. For this reason, the current slime removal method using the bed method is used.

すなわちベント機による最終掘削作業が了へた後、ハン
マーグラブバケットを静かに孔底まで腎ろし、静かに孔
底を掴み取る作業を2〜3回繰り返す。この他特に厳格
な作業を要求される場合には、前記作業の後に、高さ約
1.5m程の単なるパケットを孔底に沈めて、約20分
間静止させておくことにより、孔内の水中に浮遊してい
るスライムをパケット内に沈下させて後、このパケット
を、引き上げて外部に排出するようにしている。
That is, after the final excavation work with the vent machine is completed, the hammer grab bucket is gently lowered to the bottom of the hole, and the process of gently grabbing the bottom of the hole is repeated two to three times. In addition, if particularly severe work is required, after the above work, a simple packet of about 1.5 m in height can be sunk to the bottom of the hole and left to stand still for about 20 minutes. After the slime floating in the packet is allowed to settle inside the packet, the packet is pulled up and discharged to the outside.

またアースドリル工法は、アースドリルを回転させなが
ら沈下さけて、土砂をけづり取って掘削するものであり
、この工法では最後に底浚えパケットを孔底に入れて底
浚えをするのであるが、このようにしても鉄筋の立て込
み時等に生じる孔壁の崩壊などにより再び孔底にスライ
ムが溜るという実情である。
In addition, the earth drill method involves rotating the earth drill to avoid sinking and scraping away the earth and sand.In this method, a bottom dredging packet is finally placed in the bottom of the hole to dredge the bottom. However, even if this is done, the slime will accumulate at the bottom of the hole again due to collapse of the hole wall that occurs when reinforcing steel is installed.

またリバースサーキュレーション工法およびB。Also, reverse circulation method and B.

H工法は、いずれも掘削土砂を水またはベントナイト液
と混ぜて、これを吸い上げまたは押し上げることにより
地上に搬出し、地上に設けたタンク等にその土砂混合水
または液を貯溜して、土砂を沈澱させた後、上層部の水
またはベントナイト液を再び掘削孔内に注入して循環さ
せる作業を繰り返して機械掘削を行うものである。
In the H method, excavated soil is mixed with water or bentonite liquid, transported to the ground by sucking it up or pushing it up, and the earth and sand mixed water or liquid is stored in a tank installed above ground to settle the earth and sand. Mechanical excavation is then carried out by repeatedly injecting water or bentonite liquid from the upper layer into the excavation hole and circulating it.

そして上述のリバースサーキュレーション工法における
スライム除去方法としては、掘孔後に孔内に鉄筋flu
を立て込んだ後、生コンクリート打設用のトレミー管を
設置した場合に、そのトレミー管を介して孔底のスライ
ムを吸い上げるポンプを設置して、これによりトレミー
管の先端部分のスライムを吸い上げているが、この方法
では孔底のスライムの一部を吸い上げることはできるが
、スライムの大部分を吸い上げることは困難であるため
信頼性は低い。
The method for removing slime in the reverse circulation method described above is to insert reinforcing steel into the hole after digging.
When a tremie pipe for pouring fresh concrete is installed after the concrete is filled, a pump is installed to suck up the slime at the bottom of the hole through the tremie pipe, and this sucks up the slime at the tip of the tremie pipe. However, although it is possible to suck up some of the slime at the bottom of the hole with this method, it is difficult to suck up most of the slime, making it unreliable.

さらに大口径ボーリングマシンを使用するB。B uses a larger diameter boring machine.

H工法においては、スライム除去の対策は全くなく、ス
ライムがあることを承知の上でコンクリートを打設して
いるのが現状である。
In the H method, there are no measures to remove slime at all, and concrete is poured with the knowledge that slime is present.

(発明の目的) 本発明は上述の問題点を解決するためになされたもので
、機械掘削による場所打ち杭用の孔底に残溜するスライ
ムを、比較的簡単な装置を使用して簡単な操作により有
効に除去できるようにすることにより、この種の場所打
ち杭の支持力を増大させて基礎杭としての信頼性を向上
させることを目的とするもので゛ある。
(Objective of the Invention) The present invention has been made to solve the above-mentioned problems. The purpose is to increase the bearing capacity of this type of cast-in-place pile and improve its reliability as a foundation pile by making it possible to effectively remove it by operation.

(発明の構成) 上述の目的を達成するために本発明においては、中空円
筒体の底板に中心より半径方向に向う複数の間口を設け
、この開口による底板の回転方向前縁を下方へ傾斜させ
たビット状に形成し、各開口の後縁側の底板十に弾性板
の基部を固着すると共に、この弾性板によって前記開口
のF面を覆うようにし、中空円筒体の胸部にスライム排
出用開閉蓋を設け、この中空円筒体をケリーバ−の下端
に連結して孔内に昇降自在に吊り下げると共に、回転駆
動できるようにして場所打ち杭用孔底のスライム除去装
置を構成する。
(Structure of the Invention) In order to achieve the above-mentioned object, in the present invention, a plurality of openings are provided in the bottom plate of the hollow cylindrical body in a radial direction from the center, and the front edge of the bottom plate in the rotational direction due to these openings is inclined downward. The base of an elastic plate is fixed to the bottom plate on the rear edge side of each opening, and the elastic plate covers the F side of the opening, and an opening/closing lid for slime discharge is attached to the chest of the hollow cylindrical body. This hollow cylindrical body is connected to the lower end of the Kelly bar and suspended in the hole so as to be able to rise and fall freely, and can be rotated to constitute a device for removing slime from the bottom of a hole for cast-in-place piles.

(実 施 例) 以下、図面について本発明の一実施例を説明する。(Example) An embodiment of the present invention will be described below with reference to the drawings.

本実施例においては、中空円筒体1の底部に底板2を設
け、この底板2に中心より半径方向に向う複数個〈本実
施例では2個)の開口3(第5゜6図参照)を設け、こ
れら各開口3による底板2の回転方向く第5図の矢印り
方向)前縁を下方へ傾斜させると共に、連続山形状にし
てビット4を形成する。また各開口3の後縁側の底板2
上にゴム板等の弾性板5の基部を止めねじ6により固着
覆ると共に、この弾性板5によって前記開口3の上面を
覆うようにする。ずなわち弾性板5は本実施例の場合は
第4図に示すように左右2枚とし、それぞれが間口3よ
り大きい形状として底板2上に重合して設ける。
In this embodiment, a bottom plate 2 is provided at the bottom of the hollow cylindrical body 1, and a plurality of (two in this embodiment) openings 3 (see Figs. 5 and 6) are formed in the bottom plate 2 in the radial direction from the center. The bit 4 is formed so that the front edge thereof is inclined downward (in the direction of rotation of the bottom plate 2 by each of these openings 3 (in the direction of the arrow in FIG. 5) and has a continuous mountain shape. Also, the bottom plate 2 on the rear edge side of each opening 3
The base of an elastic plate 5 such as a rubber plate is fixed and covered by a set screw 6, and the upper surface of the opening 3 is covered by the elastic plate 5. That is, in this embodiment, as shown in FIG. 4, there are two elastic plates 5 on the left and right sides, each having a shape larger than the frontage 3 and provided overlappingly on the bottom plate 2.

また中空円筒体1の上部に第2.6図に示すように十字
状の梁7をかけ渡し、この梁7の中心部の上方にクレビ
ス状の連結金具8を突設し、後述するケリーバ−と連結
することにより中空円筒全体を回転駆動できるようにす
る。
In addition, a cross-shaped beam 7 is spanned over the upper part of the hollow cylindrical body 1 as shown in FIG. By connecting with the hollow cylinder, the entire hollow cylinder can be rotated.

さらに本発明においては、中空円筒体1の胴部のできる
たけ低い位置に、スライム排出用開閉蓋9(第1.4.
6図参照)を設(ブる。
Furthermore, in the present invention, the slime discharge opening/closing lid 9 (No. 1.4.
(See Figure 6).

なお図中の10はスライム排出用開閉M9の蝶番であり
、11はその止め金具である。また必要に応じて第1.
3.6図に示すように、中空円筒体1の胸部の上方位置
に開口12を設け、この開口に水またはベントナイト液
は通過させるが、それらの液体中に浮遊しているスライ
ムはできるだけ通過を明止できる目の細い金網等のフィ
ルター13を張設するとよい。
In addition, numeral 10 in the figure is a hinge of the slime discharge opening/closing M9, and numeral 11 is a stopper thereof. Also, if necessary, the first step.
As shown in Figure 3.6, an opening 12 is provided above the chest of the hollow cylindrical body 1, and water or bentonite liquid is allowed to pass through this opening, but the slime suspended in the liquid is prevented from passing through as much as possible. It is advisable to install a filter 13 such as a thin wire mesh that can block the light.

(作 用) 次に上述のように構成した本発明装置の使用方法および
作用を説明する。第7,8図中14は場所1]ち杭用の
孔を掘削する地盤、15は機械掘削により掘削した孔、
16はその孔内の水またはベントナイト液、17は孔底
に残溜しているスライムである。
(Function) Next, the method of use and the function of the device of the present invention configured as described above will be explained. 14 in Figures 7 and 8 is the ground where a hole for the pile will be excavated, 15 is a hole excavated by mechanical excavation,
16 is water or bentonite liquid in the hole, and 17 is slime remaining at the bottom of the hole.

また第7図中の18はタローラフレーン、19はそのク
ローラ、20はクローラ19上に旋回自在に設けた旋回
台、21は旋回台20に起伏自在に取り付けたクレーン
ブーム、22はクレーンブーム21の先端より昇降自在
に吊り下げたケリーバ−123はケリーバ−22の回転
駆動装置(油圧式)、24はこの回転駆動装置23と旋
回台20どを連結する連結アーム、「は本発明のスライ
ム除去装置である。
Further, in FIG. 7, 18 is a Taller plane, 19 is its crawler, 20 is a swivel base provided on the crawler 19 so as to be freely swiveling, 21 is a crane boom attached to the swivel base 20 so that it can be raised and lowered, and 22 is a crane boom 21. The Kelly bar 123 suspended from the tip of the Kelly bar 123 is a rotation drive device (hydraulic type) for the Kelly bar 22, 24 is a connecting arm that connects this rotation drive device 23 with the swivel table 20, etc. It is a device.

本発明装置を使用しで孔底のスライム11を除去するに
は、ケリーバ−22の下端に連結金具8および連結ピン
25〈第8図参照)を介して本発明装置Eを吊り下げ、
これをクレーン18の操作により孔15内に吊り下ろす
。この状態でケリーバ−22を第8図の矢印Fのように
回転駆動づると、底板2に設(プたビット4が中心軸線
に対して第8図の矢印Gの方向に移動する。ヒツト4は
第8図に示すように下方に傾斜しているため、矢印G方
向の回転に伴って底板2の下方にあるスライム17が第
8図の矢印1」の方向に底板2に対して相対的に移動し
ようとするため、この作用によって開口3の上面に重合
しているゴム板製の弾性板5が第8図に示すように上方
へ変位して、スライム17を底板2の上方の中空円筒体
1の内部に取り込む。したがって中空円筒体1の回転を
継続しなから孔底まで沈下さければ、孔底のスライム1
7の大部分が中空円筒体1の内部の底板2上に吸い上げ
られる。
To remove the slime 11 at the bottom of the hole using the device of the present invention, suspend the device E of the present invention from the lower end of the Kelly bar 22 via the connecting fitting 8 and the connecting pin 25 (see Fig. 8).
This is suspended into the hole 15 by operating the crane 18. In this state, when the Kelly bar 22 is rotated in the direction of arrow F in FIG. 8, the bit 4 installed on the bottom plate 2 moves in the direction of arrow G in FIG. is tilted downward as shown in FIG. Due to this action, the elastic plate 5 made of a rubber plate superimposed on the upper surface of the opening 3 is displaced upward as shown in FIG. Therefore, if the hollow cylindrical body 1 does not continue to rotate and sinks to the bottom of the hole, the slime 1 at the bottom of the hole
7 is sucked up onto the bottom plate 2 inside the hollow cylinder 1.

このようにしてスライム17を中空円筒体1内に収容し
了った時に、ケリーバ−22の回転を停止させることに
より中空円筒体1の回転を止めれば、底板2の上方に変
位していた弾性板5が、その弾性により第6図の状態に
復元して各開口3を閉じる。
When the slime 17 has been accommodated in the hollow cylindrical body 1 in this way, if the rotation of the hollow cylindrical body 1 is stopped by stopping the rotation of the Kelly bar 22, the elasticity that has been displaced above the bottom plate 2 is The plate 5 returns to the state shown in FIG. 6 due to its elasticity and closes each opening 3.

したがってこの状態でケリーバ−22を介して本体1日
鈷曽「k抽トL−尾ハトLfAらし一79ツム111出
湯所に移動させた後、l−め金具11を操作して、開閉
蓋9を第6図の鎖線図9′で示づように開放すれば、中
空円筒体1の内部に収容されていたスライムが外部に排
出される。
Therefore, in this state, after moving the main body through the Kelly bar 22 to the hot water outlet of the 179th tsum 111 of the main body, the opening/closing lid 9 is operated. When it is opened as shown by the chain line 9' in FIG. 6, the slime contained inside the hollow cylindrical body 1 is discharged to the outside.

なお上述の作用にd3いて、中空円筒体1の回転が速す
ぎる場合、または特にスライムが軽い場合には、中空円
筒体1の回転にJ、ってスライムが上方に巻き上げられ
る結果、孔内水またはペンミルナイト液16中をスライ
ム17が浮遊しで、長岡間にわたって沈澱しない現象も
起きるおそれがあるから、中空円筒体1の回転数は極く
低速にも変速できるようにしておくことが望ましい。
If the rotation of the hollow cylindrical body 1 is too fast or the slime is particularly light, the rotation of the hollow cylindrical body 1 will cause the slime to be rolled up and the water in the hole will increase. Alternatively, there is a possibility that the slime 17 may float in the penmilnite liquid 16 and not settle over the long distance, so it is desirable that the rotational speed of the hollow cylindrical body 1 can be changed to an extremely low speed. .

またとくに軽いスライムが液中に長時間浮遊したままで
沈澱しにくい場合には、前述したように中空円筒体1の
上部に開口12を設け、この開口にフィルター13を張
設しておけば、このフィルター13の作用によってスラ
イム17を早く捕捉できるという効果が得られる。
In addition, if particularly light slime remains suspended in the liquid for a long time and is difficult to settle, an opening 12 may be provided at the top of the hollow cylindrical body 1 as described above, and a filter 13 may be placed over this opening. The effect of this filter 13 is that the slime 17 can be captured quickly.

(発明の効果) 本発明装置は上述のように、装置自体に回転部分がなく
、構造が簡単であるから強度が人で故障のおそれが少く
、製造が容易であると共に、安価に提供することができ
るという利点がある。
(Effects of the Invention) As described above, the device of the present invention has no rotating parts and has a simple structure, so it is strong and has little risk of failure due to manual labor, is easy to manufacture, and can be provided at low cost. It has the advantage of being able to

また本発明装置によれば、従来非常に除去が困九であっ
た機械掘削による場所打ち杭用の孔底に残溜するスライ
ムを、簡単な操作により極めて有効に除去することがで
きるため、この種の場所打ち杭の支持力を増大させて基
礎杭としての信頼性を向上させることができるというす
ぐれた効果が得られる。
Furthermore, according to the device of the present invention, slime that remains at the bottom of a hole for cast-in-place piles by mechanical excavation, which has been extremely difficult to remove in the past, can be removed extremely effectively with a simple operation. The excellent effect of increasing the bearing capacity of cast-in-place piles and improving their reliability as foundation piles is obtained.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図は本発明装置の立面図、 第2図はその平面図、 第3図は第1図のA−Δ断面図、 第4図は同B−BWI面図、 第5図は本発明装置の底面図、 第6図は第1図のC−C断面図、 第7図は本発明装置の使用状態を示す立面図、第8図は
その部分断面図である。 1・・・中空円筒体 2・・・底板 3・・・開口 4・・・ヒラ1−5・・・弾性数 6・・・止めねじ 7・・・梁 8・・・連結金具 9・・・スライム排出用間閉襟12
・・・間]]13・・・フィルター22・・・ケリーバ
−0 特許出願人 北 中 克 巳 第1図 第2図 第3図 fり 第4図
Fig. 1 is an elevational view of the device of the present invention, Fig. 2 is a plan view thereof, Fig. 3 is a sectional view taken along line A-Δ in Fig. 1, Fig. 4 is a view taken along B-BWI of Fig. 1, and Fig. 5 is a main view. FIG. 6 is a bottom view of the device of the invention, FIG. 6 is a sectional view taken along the line CC in FIG. 1, FIG. 7 is an elevational view showing the device of the invention in use, and FIG. 8 is a partial sectional view thereof. 1...Hollow cylindrical body 2...Bottom plate 3...Opening 4...Flat 1-5...Elasticity number 6...Set screw 7...Beam 8...Connection fittings 9...・Close collar 12 for slime discharge
13...Filter 22...Kerry bar 0 Patent applicant Katsumi Kitanaka Figure 1 Figure 2 Figure 3 Figure 4

Claims (1)

【特許請求の範囲】[Claims] 1、中空円筒体の底板に中心より半径方向に向う複数の
開口を設け、この開口による底板の回転方向前縁を下方
へ傾斜させたピッ1〜状に形成し、各開口の後縁側の酸
根上に弾性板の基部を固着すると共に、この弾性板によ
って前記開口の上面を覆うようにし、中空円筒体の胴部
にスライム排出用開閉蓋を設け、この中空円筒体をケリ
ーバ−の下端に連結して孔内に昇降自在に吊り下げると
共に、回転駆動できるようにした事を特徴とする場所打
ち杭用孔底のスライム除去装置。
1. A plurality of openings are provided in the bottom plate of the hollow cylindrical body in a radial direction from the center, and the front edge of the bottom plate in the rotational direction due to these openings is formed into a downwardly inclined pit shape, and the acid root on the trailing edge side of each opening is A base of an elastic plate is fixed on top, and the elastic plate covers the upper surface of the opening, an opening/closing lid for slime discharge is provided on the body of the hollow cylindrical body, and this hollow cylindrical body is connected to the lower end of the Kelly bar. A device for removing slime from the bottom of a hole for a cast-in-place pile, characterized in that it is suspended in the hole so that it can be raised and lowered, and is also rotatably driven.
JP9173084A 1984-05-10 1984-05-10 Remover for slime on bottom of pit for in-place pile Granted JPS60238523A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP9173084A JPS60238523A (en) 1984-05-10 1984-05-10 Remover for slime on bottom of pit for in-place pile

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP9173084A JPS60238523A (en) 1984-05-10 1984-05-10 Remover for slime on bottom of pit for in-place pile

Publications (2)

Publication Number Publication Date
JPS60238523A true JPS60238523A (en) 1985-11-27
JPH0326732B2 JPH0326732B2 (en) 1991-04-11

Family

ID=14034625

Family Applications (1)

Application Number Title Priority Date Filing Date
JP9173084A Granted JPS60238523A (en) 1984-05-10 1984-05-10 Remover for slime on bottom of pit for in-place pile

Country Status (1)

Country Link
JP (1) JPS60238523A (en)

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5429007A (en) * 1977-08-08 1979-03-03 Hitachi Ltd Single-phase motor
JPS5429004A (en) * 1977-08-09 1979-03-03 Nippon Denso Co Ltd Charger for vehicle

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5429007A (en) * 1977-08-08 1979-03-03 Hitachi Ltd Single-phase motor
JPS5429004A (en) * 1977-08-09 1979-03-03 Nippon Denso Co Ltd Charger for vehicle

Also Published As

Publication number Publication date
JPH0326732B2 (en) 1991-04-11

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