JP3051326B2 - High-speed mud separation equipment - Google Patents

High-speed mud separation equipment

Info

Publication number
JP3051326B2
JP3051326B2 JP7221544A JP22154495A JP3051326B2 JP 3051326 B2 JP3051326 B2 JP 3051326B2 JP 7221544 A JP7221544 A JP 7221544A JP 22154495 A JP22154495 A JP 22154495A JP 3051326 B2 JP3051326 B2 JP 3051326B2
Authority
JP
Japan
Prior art keywords
separating means
muddy water
excavated soil
separating
casing
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
JP7221544A
Other languages
Japanese (ja)
Other versions
JPH0967995A (en
Inventor
一郎 蛭間
Original Assignee
株式会社 東京ピア
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 株式会社 東京ピア filed Critical 株式会社 東京ピア
Priority to JP7221544A priority Critical patent/JP3051326B2/en
Publication of JPH0967995A publication Critical patent/JPH0967995A/en
Application granted granted Critical
Publication of JP3051326B2 publication Critical patent/JP3051326B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】この発明は、主に場所打ち杭
工法の一種であるリバースサーキュレーション工法で使
用される高速泥水分離装置に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a high-speed muddy water separation apparatus mainly used in a reverse circulation method, which is a type of cast-in-place pile method.

【0002】[0002]

【従来の技術及び発明が解決しようとする課題】リバー
スサーキュレーション工法は、場所打ちコンクリート杭
の杭孔を掘削する工法で、孔内に泥水を満たし、この泥
水の水圧を利用して孔壁を保護しながらドリルパイプの
先端に取り付けられたドリルピッドで掘削を行い、ドリ
ルピッドで掘削された掘削土は泥水とともにドリルパイ
プの中をポンプによって地上に吸い上げられ、地上に設
置された貯水槽に排出される。一方、泥水は貯水槽で掘
削土と分離されて孔内に再び循環される。
2. Description of the Related Art The reverse circulation method is a method of excavating a pile hole of a cast-in-place concrete pile. The hole is filled with muddy water, and the water pressure of the muddy water is used to form a hole wall. Drilling is performed with the drill pid attached to the tip of the drill pipe while protecting, and the excavated soil drilled with the drill pid is sucked up by the pump inside the drill pipe with muddy water and discharged to the water tank installed on the ground . On the other hand, the mud is separated from the excavated soil in the water tank and circulated again in the hole.

【0003】この工法は、掘削中にドリルピッドを地上
に引き上げる必要がなく、連続して掘削できるので効率
がよい。また、孔壁を保護するケーシングを必要としな
いので深い杭孔の掘削が可能であり、さらに大口径の杭
孔の施工も可能である。
[0003] This construction method is efficient because it is not necessary to lift the drill pid to the ground during excavation, and the drill can be continuously excavated. Further, since a casing for protecting the hole wall is not required, a deep pile hole can be excavated, and a large-diameter pile hole can be constructed.

【0004】しかし、泥水とともに地上に吸い上げられ
た掘削土は、貯水槽で沈澱させて泥水から分離するの
で、掘削地盤の地質によっては泥水と掘削土との分離が
効率的でなく、掘削効率が落ちるなどの課題があった。
また、大口径の杭孔の掘削や深い杭孔の掘削に際して
は、泥水と掘削土とを分離する貯水槽として相当大型の
ものを準備する必要があるなどの課題があった。
However, the excavated soil sucked up on the ground together with the muddy water is settled in the water storage tank and separated from the muddy water. Therefore, depending on the geology of the excavated ground, the muddy water and the excavated soil are not efficiently separated, and the excavation efficiency is reduced. There were issues such as falling.
Further, when excavating a large-diameter pile hole or a deep pile hole, there is a problem that it is necessary to prepare a considerably large water tank for separating muddy water and excavated soil.

【0005】この発明は、以上の課題を解決するために
なされたもので、泥水と掘削土との分離を確実に行って
掘削作業をより効率的に行えるようにした高速泥水分離
装置を提供することを目的とする。
SUMMARY OF THE INVENTION The present invention has been made to solve the above problems, and provides a high-speed muddy water separating apparatus capable of reliably separating muddy water and excavated soil and performing excavation work more efficiently. The purpose is to:

【0006】[0006]

【課題を解決するための手段】この発明に係る高速減衰
装置は、支持台と、この支持台の上に起伏シリンダーで
傾きを自由に変更できるように支持されたケーシング
と、ケーシングの下端部に設置され、泥水とこの泥水の
中に含まれる掘削土とを濾過して分離する第一分離手段
と、この第一手段で前記泥水から分離された掘削土を真
空脱水する第二分離手段と、ケーシング内に回転可能に
設置され、第一分離手段から第二分離手段に掘削土を移
送するスクリューとを備え、前記第一分離手段と第二分
離手段は前記スクリューの周囲に金網からなるスクリー
ンを配置して構成されているとともに、前記第二分離手
段のスクリーンは前記第一分離手段のスクリーンより網
目の小さい金網で構成されていることを特徴とする。
SUMMARY OF THE INVENTION A high-speed damping device according to the present invention comprises a support, a casing supported on the support by an up-and-down cylinder so that the inclination can be freely changed, and a lower end of the casing. Installed, first separating means for filtering and separating muddy water and excavated soil contained in the muddy water, and second separating means for vacuum dewatering the excavated soil separated from the muddy water by the first means, A screw rotatably installed in the casing and transferring excavated soil from the first separating means to the second separating means, wherein the first separating means and the second separating means are provided.
The separating means is a screen made of wire mesh around the screw.
And the second separating hand
The screen of the step is meshed with the screen of the first separating means.
It is characterized by being composed of a wire mesh with small eyes.

【0007】[0007]

【発明の実施の形態】図1および図2は、この発明に係
る高速泥水分離装置の一実施例を示し、図において、符
号1は円筒形に形成され、かつ、支持台2の上に油圧シ
リンダーなどからなる起伏シリンダー3によって傾きを
自由に変更できるように支持されたケーシング、4はこ
のケーシング1の下端部に設置され、掘削孔5に建て込
まれたドリルパイプ6の中をポンプ(図省略)によって
地上に一緒に吸い上げられた泥水と掘削土とを分離する
第一分離手段、7はケーシング1の上端部に設置され、
第一分離手段4で泥水から分離された掘削土を真空脱水
することにより更に泥水から分離する第二分離手段、8
はケーシング1内に回転可能に設置され、第一分離手段
4から第二分離手段7に掘削土を移送するスクリュー、
9はケーシング1の下端部に設置され、スクリュー8を
駆動する油圧モータなどからなる駆動モータである。
1 and 2 show one embodiment of a high-speed muddy water separating apparatus according to the present invention. In the drawings, reference numeral 1 denotes a cylindrical shape and a hydraulic pressure A casing 4 supported by an up-and-down cylinder 3 such as a cylinder so that the inclination can be freely changed is installed at a lower end portion of the casing 1, and a pump (FIG. The first separating means 7 for separating muddy water and excavated soil sucked together on the ground by the omission) is provided at the upper end of the casing 1,
A second separating means for further separating the excavated soil separated from the mud by the first separating means 4 from the mud by vacuum dewatering;
A screw rotatably installed in the casing 1 and transferring excavated soil from the first separating means 4 to the second separating means 7;
Reference numeral 9 denotes a drive motor that is provided at the lower end of the casing 1 and includes a hydraulic motor that drives the screw 8.

【0008】また、符号10はケーシング1の下端部に設
置され、ドリルパイプ6の中をポンプによって地上に一
緒に吸い上げられた泥水と掘削土とを第一分離手段4に
投入する投入口、11は同じくケーシング1の下端部に設
置され、第一分離手段4で掘削土から分離された泥水を
貯水槽12に排出する泥水排出口である。
Reference numeral 10 denotes an inlet provided at the lower end of the casing 1 for feeding muddy water and excavated soil sucked together with the pump through the drill pipe 6 to the ground into the first separating means 4. Reference numeral denotes a mud discharge port which is also installed at the lower end of the casing 1 and discharges mud separated from the excavated soil by the first separating means 4 to the water storage tank 12.

【0009】第一分離手段4は、スクリュー8の周囲に
金網などからなるスクリーン4aを配置することにより構
成され、第二分離手段7は周囲を密閉して真空室をなす
ように構成され、かつ、第一分離手段4と同様にスクリ
ュー8の周囲に金網などからなるスクリーン7aを配置し
て構成されている。また、第二分離手段7には掘削土内
の水分を強制的に真空脱水する真空装置(図省略)に繋
がれた真空ホース13が接続されている。なお、スクリー
ン7aの金網にははスクリーン4aの金網より網目の小さい
ものが使用されている。
The first separating means 4 is constituted by arranging a screen 4a made of a wire mesh or the like around a screw 8, the second separating means 7 is constituted so as to form a vacuum chamber with the periphery sealed. Similarly to the first separating means 4, a screen 7a made of a wire mesh or the like is arranged around the screw 8. In addition, a vacuum hose 13 connected to a vacuum device (not shown) for forcibly dewatering the water in the excavated soil under vacuum is connected to the second separating means 7. The screen 7a has a smaller mesh than the screen 4a.

【0010】このような構成において、次に、この発明
に係る高速泥水分離装置の動作について説明すると、掘
削孔5からドリルパイプ6の中を一緒に吸い上げられた
掘削土と泥水は、投入口10から第一分離手段4内に放出
され、ここでスクリーン4aで濾過されて荒い掘削土と泥
水とに相当程度まで分離される。
Next, the operation of the high-speed muddy water separating apparatus according to the present invention will be described. The excavated soil and the muddy water sucked up together in the drill pipe 6 from the drilling hole 5 are supplied to the inlet 10. Is discharged into the first separating means 4, where it is filtered by the screen 4a and separated to a considerable extent into rough excavated soil and muddy water.

【0011】分離された泥水は泥水排出口11より貯水槽
12に放流され、さらに、貯水槽12から掘削孔5に再び循
環される。
The separated muddy water is supplied from a muddy water discharge port 11 to a storage tank.
The water is then discharged from the water tank 12 to the drilling hole 5 again.

【0012】一方、第一分離手段4で泥水と相当程度に
分離された掘削土はスクリュー8によって第二分離手段
7に移送され、ここで、掘削土は真空装置によって真空
脱水され、掘削土と泥水とがほぼ完全に分離される。そ
して、泥水は真空ホース13を通って貯水槽12に放流さ
れ、ここから掘削孔5に再び循環される。一方、掘削土
はスチリュー8の作動によりさらにケーシング1の上方
に移送され、掘削土排出口13より排出される。
On the other hand, the excavated soil separated to a considerable extent from the muddy water by the first separating means 4 is transferred to the second separating means 7 by a screw 8, where the excavated soil is vacuum-dewatered by a vacuum device, and the excavated soil is separated from the excavated soil. Almost completely separated from muddy water. Then, the muddy water is discharged through the vacuum hose 13 into the water storage tank 12, from which the muddy water is circulated again to the drill hole 5. On the other hand, the excavated soil is further transported above the casing 1 by the operation of the stilyu 8, and is discharged from the excavated soil discharge port 13.

【0013】[0013]

【発明の効果】この発明に係る高速泥水分離装置は以上
説明した構成からなり、泥水とこの泥水の中に含まれる
掘削土とを濾過して分離する第一分離手段と、この第一
手段で前記泥水から分離された掘削土を真空脱水する第
二分離手段とを備えて構成されているので、掘削孔から
ドリルパイプの中を一緒に吸い上げられた掘削土と泥水
とは、第一分離手段において相当程度まで分離され、か
つ、第一分離手段において泥水から相当程度まで分離さ
れた掘削土を第二分離手段において真空脱水することに
より、さらに泥水と掘削土とに分離するので、掘削孔か
ら一緒に吸い上げられた掘削土と泥水とを確実に行って
掘削作業をより効率的に行えるなどの効果がある。
The high-speed muddy water separating apparatus according to the present invention has the above-described structure, and includes first separating means for filtering and separating muddy water and excavated soil contained in the muddy water. Since it is provided with the second separation means for vacuum dewatering the excavated soil separated from the muddy water, the excavated soil and the muddy water sucked together in the drill pipe from the drilling hole are separated by the first separating means. The excavated soil separated to a considerable extent in the first separation means, and the excavated soil separated to a considerable extent from the muddy water in the first separation means is further separated into muddy water and excavated soil by vacuum dewatering in the second separation means. The excavated soil and the muddy water sucked up together are surely removed, so that the excavation work can be performed more efficiently.

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

【図1】この発明に係る高速泥水分離装置の一実施例を
示す断面図である。
FIG. 1 is a sectional view showing an embodiment of a high-speed muddy water separating apparatus according to the present invention.

【図2】この発明に係る高速泥水分離装置の使用例を説
明図である。
FIG. 2 is an explanatory diagram of an example of use of the high-speed muddy water separation device according to the present invention.

【符号の説明】[Explanation of symbols]

1…ケーシング、2…支持台、3…起伏シリンダー、4
…第一分離手段、5…掘削孔、6…ドリルパイプ、7…
第二分離手段、8…スクリュー、9…駆動モータ、10…
投入口、11…泥水排出口、12…貯水槽、13…掘削土排出
口。
DESCRIPTION OF SYMBOLS 1 ... Casing, 2 ... Support base, 3 ... Undulating cylinder, 4
... First separation means, 5 ... Drilling hole, 6 ... Drill pipe, 7 ...
Second separation means, 8 screw, 9 drive motor, 10
Input port, 11: muddy water outlet, 12: water tank, 13: excavated soil discharge port.

Claims (1)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 支持台と、この支持台の上に起伏シリン
ダーで傾きを自由に変更できるように支持されたケーシ
ングと、ケーシングの下端部に設置され、泥水とこの泥
水の中に含まれる掘削土とを濾過して分離する第一分離
手段と、この第一手段で前記泥水から分離された掘削土
を真空脱水する第二分離手段と、ケーシング内に回転可
能に設置され、第一分離手段から第二分離手段に掘削土
を移送するスクリューとを備え、前記第一分離手段と第
二分離手段は前記スクリューの周囲に金網からなるスク
リーンを配置して構成されているとともに、前記第二分
離手段のスクリーンは前記第一分離手段のスクリーンよ
り網目の小さい金網で構成されてなることを特徴とする
高速泥水分離装置。
1. A support base, a casing supported on the support base by an up-and-down cylinder so that the inclination can be freely changed, and installed at a lower end of the casing, and muddy water and excavation contained in the muddy water A first separating means for filtering and separating the soil, a second separating means for vacuum dewatering the excavated soil separated from the mud by the first means, and a first separating means rotatably installed in the casing. and a screw for transporting the excavated soil to a second separation means from the said first separating means
The separating means is a metal mesh around the screw.
And the second component
The screen of the separating means is the same as the screen of the first separating means.
Characterized in that it is composed of a wire mesh with a small mesh
High-speed mud separator.
JP7221544A 1995-08-30 1995-08-30 High-speed mud separation equipment Expired - Lifetime JP3051326B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP7221544A JP3051326B2 (en) 1995-08-30 1995-08-30 High-speed mud separation equipment

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP7221544A JP3051326B2 (en) 1995-08-30 1995-08-30 High-speed mud separation equipment

Publications (2)

Publication Number Publication Date
JPH0967995A JPH0967995A (en) 1997-03-11
JP3051326B2 true JP3051326B2 (en) 2000-06-12

Family

ID=16768393

Family Applications (1)

Application Number Title Priority Date Filing Date
JP7221544A Expired - Lifetime JP3051326B2 (en) 1995-08-30 1995-08-30 High-speed mud separation equipment

Country Status (1)

Country Link
JP (1) JP3051326B2 (en)

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100336297B1 (en) * 1999-05-17 2002-05-13 남상진 A wastewater treatment system
WO2015081162A1 (en) * 2013-11-26 2015-06-04 Mantovani & Vicentini S.R.L. Continuous vacuum transport system and method
JP6721493B2 (en) * 2016-11-24 2020-07-15 メタウォーター株式会社 Screw conveyor type separator and wastewater treatment system
CN107721121A (en) * 2017-11-21 2018-02-23 上海市机械施工集团有限公司 The application method of device for separating mud and water, sludge-water separating system and device for separating mud and water

Also Published As

Publication number Publication date
JPH0967995A (en) 1997-03-11

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