JP2003227128A - Drain driving method and drain driving apparatus - Google Patents
Drain driving method and drain driving apparatusInfo
- Publication number
- JP2003227128A JP2003227128A JP2002259491A JP2002259491A JP2003227128A JP 2003227128 A JP2003227128 A JP 2003227128A JP 2002259491 A JP2002259491 A JP 2002259491A JP 2002259491 A JP2002259491 A JP 2002259491A JP 2003227128 A JP2003227128 A JP 2003227128A
- Authority
- JP
- Japan
- Prior art keywords
- casing
- drain
- ground
- breaker
- 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.)
- Granted
Links
Landscapes
- Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
Abstract
Description
【0001】[0001]
【発明の属する技術分野】本発明はドレーン打設方法及
び装置、特に、先行削孔を必要としないドレーン打設方
法及び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 drain driving method and apparatus, and more particularly to a drain driving method and apparatus that does not require a pre-drilling.
【0002】[0002]
【従来の技術】従来、軟弱地盤を改良するため軟弱地盤
にペーパーやプラスチックボードドレーンを打設するこ
とが行なわれている。2. Description of the Related Art Conventionally, in order to improve a soft ground, a paper or plastic board drain is placed on the soft ground.
【0003】然しながら、上記従来の打設装置は硬度を
示すN値0の超軟弱地盤からN値15のやや硬い地盤ま
でが適応可能土質であり、ケーシングで打ち抜くことが
不可能な、泥岩混じり粘性土地盤、セメント系固化処理
土下部地盤、砂礫層下部地盤等の硬質土混じり地盤に対
しては、アースオーガーやH型鋼で先行削孔を行い、も
しくは硬質地盤に適応可能な大型打設機やケーシング上
部にバイブロハンマを装備した打設機を用いるという手
段がとられている。[0003] However, the above-mentioned conventional casting device is applicable to soils from super-soft ground with N value 0 indicating hardness to slightly hard ground with N value 15 and the clay is a mudstone-mixed viscous material that cannot be punched with a casing. For ground mixed with hard soil such as ground, cement-based solidified soil lower ground, and gravel layer lower ground, earth auger or H-shaped steel is used for pre-drilling, or a large-sized placing machine that can be applied to hard ground A means of using a placing machine equipped with a vibro hammer on the upper part of the casing is used.
【0004】図13は従来のケーシング方式ドレーン打
設装置を示し、1は硬質地盤、2はその下方の軟弱地
盤、3は上記硬質地盤1上に載置したケーシング方式ド
レーン打設装置、4はその先端が上記軟弱地盤2に達す
るよう上記ドレーン打設装置3から打設されるケーシン
グ、5はこのケーシング4内に挿通した、その先端にド
レーンアンカーを有するプラスチックボードドレーン、
6は別途用いる削孔機、7はそのアースオーガーであ
る。FIG. 13 shows a conventional casing type drain placing device, 1 is a hard ground, 2 is a soft ground therebelow, 3 is a casing type drain placing device placed on the hard ground 1, and 4 is A casing 5 which is driven from the drain driving device 3 so that its tip reaches the soft ground 2, and a plastic board drain 5 having a drain anchor at its tip which is inserted into the casing 4.
6 is a drilling machine used separately, 7 is the earth auger.
【0005】[0005]
【発明が解決しようとする課題】上記のように別途用い
る機械による先行削孔を行う場合には、工事費の大幅な
増加が課題であり、また、保有台数の少ない大型打設機
を用いる場合には、機械台数が少なく使用台数上の制限
を受けることによる工期の遅延、機械重量が大きいこと
による地盤支持力不足などが課題となる。When performing pre-drilling with a separately used machine as described above, a large increase in construction cost is a problem, and when a large-sized placing machine with a small number of owned machines is used. There are problems such as delay in construction period due to the limited number of machines and limited number of machines used, and lack of ground support capacity due to large machine weight.
【0006】本発明の目的は上記の課題を解決すること
にある。An object of the present invention is to solve the above problems.
【0007】[0007]
【課題を解決するための手段】本発明のドレーン打設装
置は、ドレーン打設ケーシングと、この打設ケーシング
の先端部に設けた鋭頭部と、この鋭頭部の一側に配置し
たボードドレーンとより成ることを特徴とする。DISCLOSURE OF THE INVENTION A drain driving apparatus according to the present invention comprises a drain driving casing, a sharp head provided at the tip of the driving casing, and a board arranged on one side of the sharp head. It is characterized by consisting of a drain.
【0008】また、本発明のドレーン打設装置は、ドレ
ーン打設ケーシングと、この打設ケーシングの先端部に
設けた破砕ビットを有するブレーカと、上記破砕ビット
を上記ケーシング内に格納せしめる手段と、上記破砕ビ
ットの一側に配置したボードドレーンとより成ることを
特徴とする。Further, the drain driving apparatus of the present invention comprises a drain driving casing, a breaker having a crushing bit provided at the tip of the driving casing, and a means for storing the crushing bit in the casing. It is characterized by comprising a board drain arranged on one side of the crushing bit.
【0009】また、本発明のドレーン打設装置は、ドレ
ーン打設ケーシングと、この打設ケーシングの先端部に
設けた、横方向に拡翼、閉翼可能とした削孔ヘッド翼
と、この削孔ヘッド翼の拡翼、閉翼を制御する手段と、
上記破砕ビットの一側に配置したボードドレーンとより
成ることを特徴とする。Further, the drain driving apparatus of the present invention comprises a drain driving casing, a drill head head blade provided at a tip portion of the driving casing and capable of laterally expanding and closing blades, and the drill driving head blade. Means for controlling the expanding and closing of the hole head wing,
It is characterized by comprising a board drain arranged on one side of the crushing bit.
【0010】また、本発明のドレーン打設方法は、先端
部に設けたブレーカと共にケーシングをボードドレーン
と共に硬質地盤に打設する工程と、上記先端部のブレー
カによって上記硬質地盤を破砕する工程と、上記ケーシ
ングとブレーカをボードドレーンと共に軟弱地盤に打設
する工程と、上記ドレーンを残して上記ケーシングとブ
レーカを上記軟弱地盤から引き抜く工程とより成ること
を特徴とする。Further, the drain driving method of the present invention comprises a step of driving a casing together with a breaker provided at a tip end onto a hard ground together with a board drain, and a step of crushing the hard ground by the breaker at the tip end. It is characterized by the steps of placing the casing and the breaker together with the board drain on the soft ground, and withdrawing the casing and the breaker from the soft ground leaving the drain.
【0011】また、本発明のドレーン打設方法は、先端
部内にブレーカを収納したケーシングをボードドレーン
と共に硬質地盤に打設する工程と、上記先端部内のブレ
ーカの破砕ビットを上記ケーシング外に突出して上記硬
質地盤を破砕する工程と、上記ケーシングをボードドレ
ーンと共に軟弱地盤に打設する工程と、上記ドレーンを
残して上記ケーシングを上記軟弱地盤から引き抜く工程
とより成ることを特徴とする。Further, in the drain driving method of the present invention, a step of driving a casing having a breaker housed in a tip portion thereof on a hard ground together with a board drain, and a breaking bit of the breaker in the tip portion are projected outside the casing. It is characterized in that it comprises a step of crushing the hard ground, a step of placing the casing together with a board drain on the soft ground, and a step of pulling the casing out of the soft ground while leaving the drain.
【0012】また、本発明のドレーン打設方法は、先端
部に閉翼状態の削孔ヘッド翼を取り付けたケーシングを
ボードドレーンと共に硬質地盤に打設する工程と、上記
削孔ヘッド翼を拡翼して上記硬質地盤を破砕する工程
と、上記ケーシングをボードドレーンと共に軟弱地盤に
打設する工程と上記ドレーンを残して上記削孔ヘッド翼
と上記ケーシングを上記軟弱地盤から引抜く工程とより
成ることを特徴とする。Further, the drain driving method of the present invention comprises the steps of driving a casing having a closed-hole drilling head blade attached to the tip end thereof on a hard ground together with a board drain, and expanding the drilling head blade. And then crushing the hard ground, a step of placing the casing together with a board drain on the soft ground, and a step of pulling the hole drilling head blade and the casing from the soft ground leaving the drain. Is characterized by.
【0013】[0013]
【発明の実施の形態】以下図面によって本発明の実施例
を説明する。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENT An embodiment of the present invention will be described below with reference to the drawings.
【0014】本発明のドレーン打設装置の第1の実施例
においては、図1に示すようにケーシング4の先端中央
部をやりの穂先状の鋭頭部4′とし、上記ケーシング4
内の一側を通してボードドレーン5を延ばし、ケーシン
グ4内から上記鋭頭部4′の上方一側から外部にボード
ドレーン5を引き出すようにする。In the first embodiment of the drain driving apparatus of the present invention, as shown in FIG. 1, the tip center portion of the casing 4 is formed as a spear-shaped sharp head 4 ', and the casing 4 is formed.
The board drain 5 is extended through one side of the inside, and the board drain 5 is drawn from the inside of the casing 4 to the outside from one side above the sharp head 4 '.
【0015】本発明の第1の実施例におけるドレーン打
設装置は上記のような構成であるからその貫入抵抗が減
少し、硬質地盤1をもそのまま打設して通過せしめ得る
ようになる。Since the drain placing device according to the first embodiment of the present invention has the above-described structure, its penetration resistance is reduced, and the hard ground 1 can be placed and passed as it is.
【0016】本発明の第2の実施例においては図2〜図
4に示すようにケーシング4の断面を例えば四角形と
し、その先端部を先端に向かうに従って次第に例えば断
面菱形状に縮径せしめて例えば断面菱形の先端開口8を
形成せしめ、ケーシング4内に配置した油圧や空気圧で
作動する削岩機等のブレーカ9に連結された断面菱形の
鋭頭部10′を有する破砕ビット10を上記ケーシング
の開口8を介してケーシング4から突出せしめる。In the second embodiment of the present invention, as shown in FIGS. 2 to 4, the casing 4 has a cross section of, for example, a quadrangle, and its tip portion is gradually reduced in diameter, for example, to have a rhombic cross section, for example. A crushing bit 10 having a rhombus-shaped sharp head 10 'connected to a breaker 9 of a rock drill or the like arranged in the casing 4 and having a rhombus-shaped tip opening 8 is formed. It is projected from the casing 4 through the opening 8.
【0017】また、このケーシング4の一側を通して上
記第1の実施例と同様ボードドレーン5を延ばし、ケー
シング4の鋭頭部4′の側面で外部に引き出す。Further, the board drain 5 is extended through one side of the casing 4 as in the case of the first embodiment, and is pulled out to the outside by the side surface of the sharp head 4'of the casing 4.
【0018】なお11はケーシング4の先端部に形成し
た排泥孔、12はボードドレーン5の引き出し部分でケ
ーシング4の前後面に形成した先端爪、13はドレーン
アンカーである。Denoted at 11 is a drainage hole formed at the front end of the casing 4, 12 is a tip portion of the board drain 5 at the front and rear surfaces of the casing 4, and 13 is a drain anchor.
【0019】本発明の第2の実施例におけるドレーン打
設装置は上記のような構成であるから、その使用に際し
ては、ケーシング4をプラスチックボードドレーン5と
共に打設し、破砕ビット10の先端が硬質地盤1に到達
したら、ブレーカ9によって破砕ビット10を上下に振
動し、硬質地盤1を破砕しながらケーシング4の貫入を
続け、ケーシング4の先端が硬質地盤1を抜け、軟弱地
盤2に到達したら、ケーシング先端が所定の打設深度に
到達した時点でケーシング4を引き抜きドレーン5の打
設を完了する。このときドレーン5は、その先端に設け
たドレーンアンカー13の作用で軟弱地盤2内にそのま
ま止まるようになる。Since the drain driving device in the second embodiment of the present invention has the above-mentioned structure, the casing 4 is driven together with the plastic board drain 5 and the tip of the crushing bit 10 is hard when used. When the ground 1 is reached, the breaker 9 vibrates the crushing bit 10 up and down to continue the penetration of the casing 4 while crushing the hard ground 1, and when the tip of the casing 4 passes through the hard ground 1 and reaches the soft ground 2, When the tip of the casing reaches a predetermined driving depth, the casing 4 is pulled out and the driving of the drain 5 is completed. At this time, the drain 5 comes to stop as it is in the soft ground 2 due to the action of the drain anchor 13 provided at the tip thereof.
【0020】本発明のドレーン打設装置の第3の実施例
においては、図5及び図6に示すようにケーシング4の
先端部両側にブレーカ9と破砕ビット10を設ける。In the third embodiment of the drain driving device of the present invention, a breaker 9 and a crushing bit 10 are provided on both sides of the tip of the casing 4 as shown in FIGS.
【0021】この第3の実施例の作用は上記第2の実施
例の作用と同様である。The operation of the third embodiment is similar to that of the second embodiment.
【0022】図7は本発明の第4の実施例を示し、この
実施例においては破砕ビット10をケーシング4内に格
納可能に取り付け、この破砕ビット10の進退操作を制
御するシリンダ14を上記ケーシング4内に設ける。な
お、15は上記シリンダ14のピストンロッドである。FIG. 7 shows a fourth embodiment of the present invention. In this embodiment, the crushing bit 10 is removably mounted in the casing 4, and a cylinder 14 for controlling the advancing / retreating operation of the crushing bit 10 is provided in the casing. Provided within 4. Reference numeral 15 is a piston rod of the cylinder 14.
【0023】本発明の第4の実施例におけるドレーン打
設装置は上記のような構成であるから、その使用に際し
ては、図8に示すようにケーシング4の先端部内に油圧
や空気圧で作動するブレーカ9の破砕ビット10を収納
した状態でプラスチックボードドレーン5の打設を開始
し、ケーシング4の先端が硬質地盤1に到達したら、図
7に示すようにブレーカ9の破砕ビット10をケーシン
グ4外に突出して上下動作動し、硬質地盤1を破砕しな
がらケーシング4の貫入を続け、ケーシング4の先端が
硬質地盤1を抜け、軟弱地盤2に到達したら、貫入抵抗
低減を目的として必要に応じてブレーカ9の破砕ビット
10をケーシング4内に収納してケーシング貫入を行な
い、ケーシング先端が所定の打設深度に到達した時点で
ブレーカ収納状態でケーシング4を引き抜き、ドレーン
5の打設を完了する。Since the drain driving device according to the fourth embodiment of the present invention has the above-mentioned structure, when using it, a breaker which is operated by hydraulic pressure or pneumatic pressure in the tip portion of the casing 4 as shown in FIG. When the plastic board drain 5 is placed in a state where the crushing bit 10 of No. 9 is stored and the tip of the casing 4 reaches the hard ground 1, the crushing bit 10 of the breaker 9 is moved to the outside of the casing 4 as shown in FIG. When the casing 4 protrudes and moves up and down to crush the hard ground 1, the casing 4 continues to penetrate, and when the tip of the casing 4 passes through the hard ground 1 and reaches the soft ground 2, the breaker is cut as necessary to reduce the penetration resistance. The crushing bit 10 of No. 9 is housed in the casing 4 to penetrate the casing, and the breaker is housed when the casing tip reaches a predetermined driving depth. Pulling the casing 4, completing the pouring of the drain 5.
【0024】図9〜図12は削孔式打設補助装置16を
用いた本発明の第5の実施例を示す。上記打設補助装置
16は、ケーシング4の先端部に設けた取付、駆動手段
17によって保持し、回動自在に駆動するロッド18
と、このロッド18の先端にピン19を介して横方向に
扇状に拡翼及び閉翼可能に取り付けた複数の、例えば3
枚の互いに並設した削孔ヘッド翼19a〜19cと、この
削孔ヘッド翼19a〜19cの拡翼、閉翼を制御する制御
手段(図示せず)とにより構成する。FIGS. 9 to 12 show a fifth embodiment of the present invention using a drilling type setting assisting device 16. The driving assisting device 16 is held by a mounting and driving means 17 provided at the tip of the casing 4 and is rotatably driven by a rod 18.
And a plurality of, for example, three, which are attached to the tip of the rod 18 via a pin 19 so as to be capable of expanding and closing the blade in the lateral direction in a fan shape.
The hole forming head blades 19a to 19c are arranged in parallel with each other, and the control means (not shown) for controlling the expanding and closing blades of the hole forming head blades 19a to 19c.
【0025】この打設補助装置16の使用に際しては、
図11に示すように削孔ヘッド翼19a〜19cの閉翼状
態にてケーシング4を用いてプラスチックボードドレー
ン5の打設を開始し、削孔ヘッド翼19a〜19cの先端
が硬質地盤1に到達したら、図9及び図10に示すよう
に削孔ヘッド翼19a〜19cを拡翼して軸周りに回動
し、硬質地盤1を削孔しながらケーシング4を貫入し、
ケーシング4の先端が硬質地盤1を抜け軟弱地盤2に到
達したら、貫入抵抗低減を目的として必要に応じて図1
1に示すように削孔ヘッド翼19a〜19cを閉翼し、こ
の状態でケーシング貫入を行ない、ケーシング4の先端
が所定の打設深度に到達した時点で図12に示すように
削孔ヘッド翼19a〜19cの閉翼状態でプラスチックボ
ードドレーン5を残してケーシング4と削孔ヘッド翼1
9a〜19cを引き抜きドレーン打設を完了する。When using the placement assisting device 16,
As shown in FIG. 11, in the closed state of the drill head heads 19a to 19c, the casting of the plastic board drain 5 is started using the casing 4, and the tips of the drill head head wings 19a to 19c reach the hard ground 1. Then, as shown in FIGS. 9 and 10, the drilling head blades 19a to 19c are expanded and rotated around the axis to penetrate the casing 4 while drilling the hard ground 1,
When the tip of the casing 4 passes through the hard ground 1 and reaches the soft ground 2, as necessary to reduce the penetration resistance, as shown in FIG.
As shown in FIG. 1, the boring head blades 19a to 19c are closed, the casing is penetrated in this state, and when the tip of the casing 4 reaches a predetermined driving depth, as shown in FIG. With the blades 19a to 19c closed, the plastic board drain 5 is left and the casing 4 and the drill head head 1 are left.
Pull out 9a to 19c to complete the drain casting.
【0026】[0026]
【発明の効果】上記のように本発明のドレーン打設方法
及び装置によれば、従来施工が困難とされてきたN値1
5(やや硬い)以上の硬質地盤、硬質土塊や障害物混じ
りの地盤に対して、別途機械による先行削孔または大型
機械を使用することなく、重量30t程度の汎用機械を
用いての施工が可能となり、これにより、汎用機械の適
応土質範囲が広がり、施工の信頼性が高まり、工期短縮
および工事費の削減が達成される等大きな利益がある。As described above, according to the drain driving method and apparatus of the present invention, the N value of 1 which has been conventionally difficult to construct.
It is possible to use a general-purpose machine with a weight of about 30 tons for hard ground of 5 (slightly hard) or more, ground with hard soil blocks and obstacles without using pre-drilling by a separate machine or using a large machine. As a result, the applicable soil quality range of general-purpose machines is expanded, the reliability of construction is increased, and the construction period and construction cost are reduced, which is a great advantage.
【図1】本発明の第1の実施例におけるドレーン打設装
置の要部の縦断面図である。FIG. 1 is a vertical cross-sectional view of a main part of a drain placing device according to a first embodiment of the present invention.
【図2】本発明の第2の実施例におけるドレーン打設装
置の要部の縦断正面図である。FIG. 2 is a vertical sectional front view of a main part of a drain placing device according to a second embodiment of the present invention.
【図3】図2に示すドレーン打設装置の縦断側面図であ
る。FIG. 3 is a vertical cross-sectional side view of the drain placing device shown in FIG.
【図4】図2に示すドレーン打設装置の底面図である。FIG. 4 is a bottom view of the drain placing device shown in FIG. 2.
【図5】本発明の第3の実施例におけるドレーン打設装
置の要部の縦断面図である。FIG. 5 is a vertical cross-sectional view of a main part of a drain placing device according to a third embodiment of the present invention.
【図6】図5に示すドレーン打設装置の横断平面図であ
る。6 is a cross-sectional plan view of the drain placing device shown in FIG.
【図7】本発明のドレーン打設装置の第4の実施例の要
部の縦断面図である。FIG. 7 is a vertical cross-sectional view of a main part of a fourth embodiment of the drain driving device of the present invention.
【図8】図7に示すドレーン打設装置においてブレーカ
の破砕ビットを収納した状態の縦断面図である。8 is a vertical cross-sectional view showing a state in which a breaker crushing bit is housed in the drain driving device shown in FIG.
【図9】本発明の第5の実施例のドレーン打設装置の要
部の削孔ヘッド翼を拡翼した状態の正面図である。FIG. 9 is a front view showing a state in which a hole drilling head blade of a main part of a drain placing device according to a fifth embodiment of the present invention is expanded.
【図10】図9に示す削孔ヘッド翼の平面図である。10 is a plan view of the boring head blade shown in FIG. 9. FIG.
【図11】図9に示すドレーン打設装置において削孔ヘ
ッド翼を閉翼した状態の正面図である。11 is a front view showing a state in which the drill head head blade is closed in the drain placing device shown in FIG. 9. FIG.
【図12】図11に示すドレーン打設装置のケーシング
引抜き状態説明図である。FIG. 12 is an explanatory view of a casing pulling-out state of the drain driving device shown in FIG. 11.
【図13】従来のドレーン打設装置の説明図である。FIG. 13 is an explanatory diagram of a conventional drain placing device.
1 硬質地盤 2 軟弱地盤 3 ドレーン打設装置 4 ケーシング 4′ 鋭頭部 5 ボードドレーン 6 削孔機 7 アースオーガー 8 先端開口 9 ブレーカ 10 破砕ビット 10′ 鋭頭部 11 排泥孔 12 先端爪 13 ドレーンアンカー 14 シリンダ 15 ピストンロッド 16 削孔式打設補助装置 17 駆動手段 18 ロッド 19 ピン 19a 削孔ヘッド翼 19b 削孔ヘッド翼 19c 削孔ヘッド翼 1 hard ground 2 soft ground 3 Drain placing device 4 casing 4 'sharp head 5 board drain 6 drilling machine 7 Earth Auger 8 Tip opening 9 breakers 10 crushing bits 10 'sharp head 11 drainage holes 12 Tip claw 13 Drain anchor 14 cylinders 15 Piston rod 16 Drilling-type driving assistance device 17 Drive means 18 rod 19 pin 19a Drilling head wing 19b drilling head wing 19c drilling head wing
───────────────────────────────────────────────────── フロントページの続き (72)発明者 池田 省三 栃木県那須郡西那須野町四区町1534−1 五洋建設株式会社技術研究所内 (72)発明者 杉原 広晃 栃木県那須郡西那須野町四区町1534−1 五洋建設株式会社技術研究所内 (72)発明者 木村 道弘 大阪府八尾市跡部北の町1丁目4番25号 錦城護謨株式会社内 Fターム(参考) 2D043 DA09 DC01 DC03 ─────────────────────────────────────────────────── ─── Continued front page (72) Inventor Shozo Ikeda Tochigi Prefecture Nasu-gun Nishinasuno-cho 4 Ward-cho 1534-1 Goyo Construction Co., Ltd. Technical Research Center (72) Inventor Hiroaki Sugihara Tochigi Prefecture Nasu-gun Nishinasuno-cho 4 Ward-cho 1534-1 Goyo Construction Co., Ltd. Technical Research Center (72) Inventor Michihiro Kimura 1-4-25, Kitanomachi, Atobe, Yao City, Osaka Prefecture Inside Nishiki Castle Co., Ltd. F-term (reference) 2D043 DA09 DC01 DC03
Claims (6)
ーシングの先端部に設けた鋭頭部と、この鋭頭部の一側
に配置したボードドレーンとより成ることを特徴とする
ドレーン打設装置。1. A drain driving apparatus comprising: a drain driving casing; a sharp head provided at a tip of the driving casing; and a board drain arranged on one side of the sharp head. .
ーシングの先端部に設けた破砕ビットを有するブレーカ
と、上記破砕ビットを上記ケーシング内に格納せしめる
手段と、上記破砕ビットの一側に配置したボードドレー
ンとより成ることを特徴とするドレーン打設装置。2. A drain casting casing, a breaker having a crushing bit provided at a tip portion of the casting casing, a means for storing the crushing bit in the casing, and a device disposed on one side of the crushing bit. A drain placing device comprising a board drain.
ーシングの先端部に設けた、横方向に拡翼、閉翼可能と
した削孔ヘッド翼と、この削孔ヘッド翼の拡翼、閉翼を
制御する手段と、上記破砕ビットの一側に配置したボー
ドドレーンとより成ることを特徴とするドレーン打設装
置。3. A drain casting casing, a drilling head blade provided at a tip portion of the casting casing and capable of laterally expanding and closing blades, and a drilling and closing blade of the drilling head blade. And a board drain arranged on one side of the crushing bit, the drain placing apparatus.
グをボードドレーンと共に硬質地盤に打設する工程と、 上記先端部のブレーカによって上記硬質地盤を破砕する
工程と、 上記ケーシングとブレーカをボードドレーンと共に軟弱
地盤に打設する工程と、 上記ドレーンを残して上記ケーシングとブレーカを上記
軟弱地盤から引き抜く工程とより成ることを特徴とする
ドレーン打設方法。4. A step of placing a casing together with a breaker provided at a tip end on a hard ground together with a board drain; a step of crushing the hard ground by a breaker at the tip end; and a softening of the casing and breaker together with a board drain. A drain driving method comprising: a step of driving the ground and a step of pulling out the casing and the breaker from the soft ground while leaving the drain.
グをボードドレーンと共に硬質地盤に打設する工程と、 上記先端部内のブレーカの破砕ビットを上記ケーシング
外に突出して上記硬質地盤を破砕する工程と、 上記ケーシングをボードドレーンと共に軟弱地盤に打設
する工程と、 上記ドレーンを残して上記ケーシングを上記軟弱地盤か
ら引き抜く工程とより成ることを特徴とするドレーン打
設方法。5. A step of placing a casing containing a breaker in the tip portion on a hard ground together with a board drain; a step of projecting a breaker crushing bit in the tip portion outside the casing to crush the hard ground; A drain placing method comprising: a step of placing the casing on a soft ground together with a board drain; and a step of pulling the casing out of the soft ground leaving the drain.
付けたケーシングをボードドレーンと共に硬質地盤に打
設する工程と、 上記削孔ヘッド翼を拡翼して上記硬質地盤を破砕する工
程と、 上記ケーシングをボードドレーンと共に軟弱地盤に打設
する工程と上記ドレーンを残して上記削孔ヘッド翼と上
記ケーシングを上記軟弱地盤から引抜く工程とより成る
ことを特徴とするドレーン打設方法。6. A step of placing a casing having a closed hole drilling head blade attached to a tip end thereof on a hard ground together with a board drain, and a step of expanding the hole drilling head blade to crush the hard ground. And a step of placing the casing together with a board drain on soft ground, and a step of withdrawing the drill head head and the casing from the soft ground leaving the drain.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2002259491A JP3700160B2 (en) | 2001-11-28 | 2002-09-05 | Drain placing method and apparatus |
Applications Claiming Priority (3)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2001-362441 | 2001-11-28 | ||
JP2001362441 | 2001-11-28 | ||
JP2002259491A JP3700160B2 (en) | 2001-11-28 | 2002-09-05 | Drain placing method and apparatus |
Publications (2)
Publication Number | Publication Date |
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JP2003227128A true JP2003227128A (en) | 2003-08-15 |
JP3700160B2 JP3700160B2 (en) | 2005-09-28 |
Family
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JP2002259491A Expired - Lifetime JP3700160B2 (en) | 2001-11-28 | 2002-09-05 | Drain placing method and apparatus |
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JP (1) | JP3700160B2 (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2006112125A (en) * | 2004-10-14 | 2006-04-27 | Kokudo Sogo Kensetsu Kk | Draining material placing device |
KR100913524B1 (en) | 2009-03-17 | 2009-08-21 | 주식회사 도화종합기술공사 | Vertial drain penetration method using mandrels for vertial drain measuring porewater pressure |
-
2002
- 2002-09-05 JP JP2002259491A patent/JP3700160B2/en not_active Expired - Lifetime
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2006112125A (en) * | 2004-10-14 | 2006-04-27 | Kokudo Sogo Kensetsu Kk | Draining material placing device |
KR100913524B1 (en) | 2009-03-17 | 2009-08-21 | 주식회사 도화종합기술공사 | Vertial drain penetration method using mandrels for vertial drain measuring porewater pressure |
Also Published As
Publication number | Publication date |
---|---|
JP3700160B2 (en) | 2005-09-28 |
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