JP2008240268A - Drain material driving method and driving pipe for drain material - Google Patents

Drain material driving method and driving pipe for drain material Download PDF

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Publication number
JP2008240268A
JP2008240268A JP2007079008A JP2007079008A JP2008240268A JP 2008240268 A JP2008240268 A JP 2008240268A JP 2007079008 A JP2007079008 A JP 2007079008A JP 2007079008 A JP2007079008 A JP 2007079008A JP 2008240268 A JP2008240268 A JP 2008240268A
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tube
pipe
drain material
placement
outer peripheral
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JP4903609B2 (en
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Masanori Ota
正規 太田
Hiroyuki Iba
博之 居場
Hideo Kitagawa
英雄 北川
Kiyohisa Takeyama
清久 武山
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Toa Corp
Shinko Kensetsu Co Ltd
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Toa Corp
Shinko Kensetsu Co Ltd
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a drain material driving method which can be employed even on a job site having restrictions imposed on a working space in a height direction and which enables the drain material to be efficiently driven without reference to a driving depth; and to provide a driving pipe for the drain material. <P>SOLUTION: A pipe body 2a on an outer peripheral side and a pipe body 2b on an inner peripheral side are fixed in a prescribed position in the longitudinal direction of the pipe by a fixing means 3, so that the driving pipe 1 can be driven into target ground in a contracted state. After that, in an additional driving step, the fixing of the pipe bodies 2a and 2b by the fixing means 3 is released so that the driving pipe 1 can be pulled up by a predetermined length in a state in which the drain material D and the outer peripheral-side pipe body 2a are left in the target ground. Subsequently, the pipe bodies 2a and 2b are refixed together by the fixing means 3 so that the driving pipe 1 can be put into a lengthened state, and the driving pipe 1 in the lengthened state is more deeply driven into the target ground. <P>COPYRIGHT: (C)2009,JPO&INPIT

Description

本発明は、ドレーン材の打設方法およびドレーン材用打設管に関し、さらに詳しくは、作業スペースが高さ方向に制約を受ける現場でも用いることができ、かつ打設深さに関わらず効率的にドレーン材を打設することができるドレーン材の打設方法およびドレーン材用打設管に関するものである。   The present invention relates to a drain material placing method and a drain material placing pipe. More specifically, the present invention can be used at a site where the working space is restricted in the height direction and is efficient regardless of the placement depth. The present invention relates to a drain material placing method and a drain material placing pipe capable of placing a drain material.

従来、軟弱地盤の液状化現象を防止するために、ドレーン材を軟弱地盤に打設し、地盤中の水分を打設したドレーン材を通じて地盤上に排出する工法が知られている。このドレーン材は、一般的に、先端にアンカープレートを取付けた状態で、1本の長尺の打設管の内部にセットされ、打設管とともに打設機によって軟弱地盤の所定深さまで打ち込まれる。その後、打設管のみを軟弱地盤から引抜くことにより、ドレーン材を軟弱地盤に残置した状態で打込むようしている(例えば、特許文献1参照)。   Conventionally, in order to prevent the liquefaction phenomenon of the soft ground, a construction method is known in which a drain material is placed on the soft ground, and moisture in the ground is discharged onto the ground through the drain material. In general, this drain material is set inside one long placing pipe with an anchor plate attached to the tip, and is driven to a predetermined depth of the soft ground together with the placing pipe. . Thereafter, only the placement tube is pulled out from the soft ground, so that the drain material is left in the soft ground (see, for example, Patent Document 1).

ところで、作業現場が、航空機等の航路に該当する場合や上方に構造物が存在する場合などには、ドレーン材を打設する際に、作業スペースが高さ方向に制約を受ける。このような場合には、長尺の打設管を使用することができない。そのため、作業現場に合わせた長さの短尺の打設管しか使用できず、ドレーン材を十分な深さまで打設することができないという問題があった。   By the way, when the work site corresponds to a route such as an aircraft or a structure is present above, the work space is restricted in the height direction when the drain material is placed. In such a case, a long casting tube cannot be used. Therefore, there is a problem that only a short driving tube having a length corresponding to the work site can be used, and the drain material cannot be driven to a sufficient depth.

また、比較的浅い深度でドレーン材を打設する際に、従来のように1本の長尺の打設管を用いると、打設管に不必要な長さがあるため、いわゆるオーバースペックになって作業効率が悪くなるという問題があった。このように、1本の長尺の打設管を用いる従来技術では、ドレーン材の打設深さに関わらず、効率的にドレーン材を打設することができなかった。
特開2000−160544号公報
In addition, when a drain material is placed at a relatively shallow depth, if a single long placement tube is used as in the prior art, there is an unnecessary length in the placement tube. There was a problem that the work efficiency became worse. As described above, in the conventional technique using a single long casting tube, the drain material cannot be efficiently placed regardless of the placement depth of the drain material.
JP 2000-160544 A

本発明の目的は、作業スペースが高さ方向に制約を受ける現場でも用いることができ、かつ打設深さに関わらず効率的にドレーン材を打設することができるドレーン材の打設方法およびドレーン材用打設管を提供することにある。   An object of the present invention is to provide a drain material placing method that can be used even in a site where the working space is restricted in the height direction, and can efficiently place a drain material regardless of the placement depth, and The object is to provide a drain tube.

上記目的を達成するため本発明のドレーン材の打設方法は、前記打設管を対象地盤の所定深さまで打込んだ後、打設管だけを対象地盤から引抜いてドレーン材を対象地盤に残したままの打込んだ状態にするドレーン材の打設方法において、前記打設管を、外径の異なる複数の管体を同軸上に積層するように配置し、内装した管体を管長手方向に移動可能にした管体群により構成し、該管体群の最も内周側の管体の内部に前記ドレーン材をセットし、管体群のなかで隣接して同軸上に積層される外周側の管体と内周側の管体とを固定手段により管長手方向の所定位置に固定して打設管を収縮した状態にし、この収縮状態の打設管を対象地盤に打込んだ後、追加打設工程として、最も外周側の管体と該管体と隣接して同軸上に積層される内周側の管体との固定を解除して、ドレーン材および最も外周側の管体を対象地盤に残したままにして打設管を所定の長さ引き上げた後、再度、前記最も外周側の管体と、該管体と隣接して同軸上に積層される内周側の管体とを固定して打設管を伸ばした状態にし、この伸ばした状態の打設管を対象地盤にさらに深く打込む工程を行ない、ドレーン材を打設する深さに応じて、前記追加打設工程を、順次、打設管を伸ばすように前記最も外周側の管体から内周側にある管体に対して行ない、すべての追加打設工程が終了した後、打設管を所定の長さ引き上げるとともに内周側にある管体を下方移動させて、順次、打設管を収縮させるようにして、打設管を対象地盤から引抜くようにしたことを特徴とするものである。   In order to achieve the above object, according to the drain material placing method of the present invention, after the placement pipe is driven to a predetermined depth of the target ground, only the placement pipe is pulled out from the target ground, leaving the drain material on the target ground. In the method of placing the drain material in the state of being driven as it is, the placement pipe is arranged so that a plurality of pipe bodies having different outer diameters are stacked on the same axis, and the internally installed pipe body is arranged in the longitudinal direction of the pipe. The outer periphery is configured by a tube group that is movable, and the drain material is set inside the innermost tube body of the tube group, and is coaxially laminated adjacently in the tube group. After fixing the casting tube in the contracted state by fixing the tubular body on the side and the tubular body on the inner peripheral side to a predetermined position in the longitudinal direction of the pipe by the fixing means, and driving the contracted pipe in the contracted state into the target ground As an additional placing step, the outermost tube is adjacent to the outermost tube and is coaxially laminated adjacent to the tube. After releasing the fixation with the body, leaving the drain material and the outermost tube on the target ground, raising the casting tube to a predetermined length, and again, the outermost tube, A step of fixing the inner pipe on the inner circumferential side adjacent to the pipe and fixing the cast pipe to an extended state, and driving the extended cast pipe into the target ground more deeply In accordance with the depth at which the drain material is to be placed, the additional placing step is sequentially performed from the outermost tubular body to the inner circumferential tubular body so as to extend the placing pipe. After all the additional casting steps have been completed, the casting pipe is pulled up by a predetermined length and the pipe body on the inner peripheral side is moved downward, so that the casting pipe is contracted sequentially, so that the casting pipe is contracted. Is extracted from the target ground.

また、本発明のドレーン材用打設管は、先端にアンカープレートを取付けたドレーン材を内部にセットした状態で、打設機により所定深さまで打込まれた後、ドレーン材を対象地盤に残したままで対象地盤から引抜かれるドレーン材用打設管において、前記ドレーン材用打設管を、外径の異なる複数の管体を同軸上に積層するように配置し、内装した管体を管長手方向に移動可能にした管体群により構成し、該管体群のなかで隣接して同軸上に積層される外周側の管体と内周側の管体とを管長手方向の任意の位置で固定する固定手段を設けたことを特徴とするものである。   In addition, the drain material placing pipe of the present invention has a drain material with an anchor plate attached to the tip, and after being driven to a predetermined depth by a placing machine, the drain material is left on the target ground. In the drain material placement pipe that is pulled out from the target ground as it is, the drain material placement pipe is arranged so that a plurality of pipe bodies having different outer diameters are stacked on the same axis, and the internally installed pipe body is the longitudinal direction of the pipe. An outer peripheral tube body and an inner peripheral tube body, which are constituted by a tube group that is movable in the direction and are coaxially stacked adjacent to each other in the tube group, are arranged at arbitrary positions in the tube longitudinal direction. A fixing means for fixing with is provided.

ここで、前記固定手段を、隣接して同軸上に積層される外周側の管体と内周側の管体のうち、外周側の管体の外周面に設けた断面クサビ状溝を有する受部と、該受部に沿って管長手方向に移動するロック調節部と、前記断面クサビ状溝と内周側の管体の外周面との間にフリーな状態で介在し、前記断面クサビ状溝の傾斜面に当接する傾斜面を有する断面クサビ状のロック体とで構成し、前記ロック調節部の管長手方向の移動によって前記ロック体を内周側の管体の外周面に押圧させるようにすることもできる。また、前記ロック調節部を、前記受部を覆うように形成された環状のカバー部と、該カバー部を上下に貫通し、前記受部に形成されたネジ穴に螺合する調節ネジとで構成することもできる。前記固定手段に、隣接して同軸上に積層される外周側の管体と内周側の管体との間の水密性を保つシール部材を設けることもできる。   Here, the fixing means has a cross-sectional wedge-shaped groove provided on the outer peripheral surface of the outer peripheral side tubular body of the outer peripheral side tubular body and the inner peripheral side tubular body that are adjacently and coaxially stacked. Between the section, the lock adjusting section moving in the longitudinal direction of the pipe along the receiving section, and the section wedge-shaped groove and the outer peripheral surface of the inner peripheral tube body, A lock body having a wedge-shaped cross section having an inclined surface that abuts the inclined surface of the groove, and the lock body is pressed against the outer peripheral surface of the inner peripheral tube body by movement of the lock adjusting portion in the tube longitudinal direction. It can also be. In addition, the lock adjusting portion includes an annular cover portion formed so as to cover the receiving portion, and an adjusting screw that passes through the cover portion in the vertical direction and is screwed into a screw hole formed in the receiving portion. It can also be configured. The fixing means may be provided with a seal member that maintains watertightness between the outer peripheral side tubular body and the inner peripheral side tubular body that are adjacently and coaxially stacked.

本発明によれば、ドレーン材用打設管を、外径の異なる複数の管体を同軸上に積層するように配置し、内装した管体を管長手方向に移動可能にした管体群により構成し、該管体群のなかで隣接して同軸上に積層される外周側の管体と内周側の管体とを管長手方向の任意の位置で固定する固定手段を設けたので、管体群のなかで隣接して同軸上に積層される外周側の管体と内周側の管体とを固定手段により管長手方向の所定位置に固定して打設管を収縮した状態にすることができ、作業スペースが高さ方向に制約を受ける現場であっても、このドレーン材用打設管を用いて打設作業を行なうことができる。   According to the present invention, the drain material placing pipe is arranged so that a plurality of pipe bodies having different outer diameters are stacked on the same axis, and the internal pipe body is made movable in the longitudinal direction of the pipe. Since the fixing means for fixing the outer peripheral side tubular body and the inner peripheral side tubular body which are adjacently and coaxially stacked in the tubular body group at an arbitrary position in the longitudinal direction of the pipe is provided. In the tube group, the outer tube and the inner tube, which are adjacently stacked on the same axis, are fixed to a predetermined position in the tube longitudinal direction by the fixing means, and the placement tube is contracted. Even if the work space is restricted in the height direction, the placement work can be performed using the drain material placement pipe.

そして、この収縮状態の打設管を対象地盤に打込んだ後、追加打設工程として、最も外周側の管体と該管体と隣接して同軸上に積層される内周側の管体との固定を解除して、ドレーン材および最も外周側の管体を対象地盤に残したままにして打設管を所定の長さ引き上げた後、再度、前記最も外周側の管体と、該管体と隣接して同軸上に積層される内周側の管体とを固定して打設管を伸ばした状態にし、この伸ばした状態の打設管を対象地盤にさらに深く打込む工程を行ない、ドレーン材を打設する深さに応じて、前記追加打設工程を、順次、打設管を伸ばすように、前記最も外周側の管体から内周側にある管体に対して行ない、その際に隣接して同軸上に積層される管体どうしは、管長手方向で任意の位置で固定できるので、打設管の長さをドレーン材の打設深さに応じた適切な長さにすることができる。これにより、打設管に無駄な長さがなくなり、ドレーン材の打設深さに関わらず効率的に打設作業を行なうことができる。   Then, after driving the contracted placement tube into the target ground, as an additional placement step, the outermost tube is adjacent to the tube, and the inner tube is coaxially laminated. And the drainage material and the outermost pipe body are left on the target ground, and the casting pipe is pulled up to a predetermined length. A process of fixing the inner pipe on the inner circumference side adjacent to the pipe body and extending the cast pipe, and driving the stretched pipe into the target ground more deeply. Depending on the depth at which the drain material is placed, the additional placing step is sequentially performed from the outermost tubular body to the inner circumferential tubular body so as to extend the placing pipe. In this case, the tubes stacked adjacently on the same axis can be fixed at any position in the longitudinal direction of the tube, so the length of the cast tube It can be the appropriate length corresponding to the hitting 設深 of drain material. As a result, the useless length of the placement pipe is eliminated, and the placement work can be performed efficiently regardless of the depth of placement of the drain material.

以下、本発明のドレーン材の打設方法およびドレーン材用打設管を図に示した実施形態に基づいて説明する。   Hereinafter, the drain material placing method and the drain material placing pipe of the present invention will be described based on the embodiments shown in the drawings.

図1に例示するように、本発明のドレーン材用打設管1(以下、打設管1という)は、打設機8のガイドフレーム10にスライド機構12を介して上下にスライド可能に立設状態で取付けられる。この打設管1の上端部にはバイブレータ11が接続され、打設管1の上端のドレーン材挿入口15には、打設機8のリール14に巻回された不織布等からなるドレーン材Dが挿入される。ドレーン材挿入口15から打設管1に挿入されたドレーン材Dは、下端から先端を突出させ、この突出したドレーン材Dの先端にはアンカープレート13が取付けられている。ガイドフレーム10の下端部には、管保持機構9が備わっている。   As illustrated in FIG. 1, the drain material placing pipe 1 of the present invention (hereinafter referred to as the placing pipe 1) is slidable up and down on a guide frame 10 of a placing machine 8 via a slide mechanism 12. It is installed in the installed state. A vibrator 11 is connected to an upper end portion of the placement tube 1, and a drain material D made of a nonwoven fabric wound around a reel 14 of the placement machine 8 is inserted into a drain material insertion port 15 at the upper end of the placement tube 1. Is inserted. The drain material D inserted into the placement pipe 1 from the drain material insertion port 15 has its tip protruded from the lower end, and the anchor plate 13 is attached to the tip of the drain material D that protrudes. A tube holding mechanism 9 is provided at the lower end of the guide frame 10.

図2〜図4に例示するように、打設管1は内周側の管体2bと、この管体2bと同軸上で、管体2bに積層するように配置された外周側の管体2aとの外径の異なる2本の管体群からなる二重管になっている。内周側の管体2bは、外周側の管体2aに対して管長手方向に移動できるように構成されており、打設管1は、いわゆるテレスコピック構造になっている。   As shown in FIGS. 2 to 4, the placing tube 1 includes an inner peripheral tube 2 b and an outer peripheral tube arranged coaxially with the tube 2 b and stacked on the tube 2 b. It is a double tube composed of two tube groups having different outer diameters from 2a. The inner peripheral side pipe body 2b is configured to be movable in the pipe longitudinal direction with respect to the outer peripheral side pipe body 2a, and the placing pipe 1 has a so-called telescopic structure.

外周側の管体2aの上端部には、固定手段3が設けられている。この固定手段3は、外周側の管体2aに対して、内周側の管体2bを、管長手方向で任意の位置で固定できるようになっている。即ち、固定手段3によって内周側の管体2bを固定する位置を変えることにより、打設管1を伸縮させて任意の長さに設定することができる。   A fixing means 3 is provided at the upper end of the outer tube 2a. The fixing means 3 can fix the inner peripheral tube 2b at an arbitrary position in the tube longitudinal direction with respect to the outer tube 2a. That is, by changing the position at which the inner peripheral tube 2b is fixed by the fixing means 3, the placing tube 1 can be expanded and contracted to be set to an arbitrary length.

固定手段3は、外周側の管体2aの外周面に沿って一体的に設けた断面クサビ状溝4aを有する環状の受部4と、受部4に沿って管長手方向に移動するロック調節部5と、受部4と内周側の管体2bの外周面との間にフリーな状態で介在し、受部4の断面クサビ状溝4aの傾斜面に当接する傾斜面を有する断面クサビ状のロック体6とで構成されている。ロック調節部5は、受部4を覆うように形成された環状のカバー部5aと、カバー部5aを上下に貫通して、受部4に形成されたネジ穴4bに螺合する調節ネジ5bとで構成されている。   The fixing means 3 includes an annular receiving portion 4 having a cross-sectional wedge-shaped groove 4a provided integrally along the outer peripheral surface of the outer peripheral tube body 2a, and a lock adjustment that moves in the longitudinal direction of the tube along the receiving portion 4. Cross section wedge having an inclined surface that is interposed in a free state between portion 5 and receiving portion 4 and the outer peripheral surface of tube body 2b on the inner peripheral side and abuts against the inclined surface of sectional wedge-shaped groove 4a of receiving portion 4 And a lock body 6 in the form of a ring. The lock adjusting portion 5 includes an annular cover portion 5 a formed so as to cover the receiving portion 4, and an adjusting screw 5 b that penetrates the cover portion 5 a vertically and is screwed into a screw hole 4 b formed in the receiving portion 4. It consists of and.

断面クサビ状溝4aは、管円周方向に等間隔で4箇所設けているが、これに限定されるものではなく、1箇所または複数箇所に設けることができる。   The cross-sectional wedge-shaped grooves 4a are provided at four positions at equal intervals in the pipe circumferential direction, but the present invention is not limited to this, and can be provided at one place or a plurality of places.

図3は、固定手段3による外周側の管体2aと内周側の管体2bとの固定が解除されている状態を示している。この状態では、調節ネジ5bが調節長さを残してネジ穴4bに螺合し、ロック体6が断面クサビ状溝4aと内周側の管体2bの外周面との間にフリーな状態で介在している。   FIG. 3 shows a state in which the fixing of the outer peripheral tube body 2a and the inner peripheral tube body 2b by the fixing means 3 is released. In this state, the adjustment screw 5b is screwed into the screw hole 4b leaving the adjustment length, and the lock body 6 is in a free state between the cross-sectional wedge-shaped groove 4a and the outer peripheral surface of the tube body 2b on the inner peripheral side. Intervene.

外周側の管体2aと内周側の管体2bとを固定する場合は、図4に例示するように、調節ネジ5bをネジ込んでカバー部5aを、受部4および内周側の管体2bに対して下方移動させる。このカバー部5aの下方移動によりロック体6も、断面クサビ状溝4aの傾斜面を滑動するように、受部4および内周側の管体2bに対して下方移動する。   When fixing the outer pipe 2a and the inner pipe 2b, as shown in FIG. 4, the adjusting screw 5b is screwed in to cover the cover 5a, the receiving pipe 4 and the inner pipe. Move downward relative to the body 2b. By the downward movement of the cover portion 5a, the lock body 6 also moves downward relative to the receiving portion 4 and the inner peripheral side tube body 2b so as to slide on the inclined surface of the wedge-shaped groove 4a.

ロック体6は、下方移動することにより断面クサビ状溝4aと内周側の管体2bの外周面との間に嵌り込んでロック状態となる。ロック体6がロック状態になることにより、外周側の管体2aと内周側の管体2bとが固定される。内周側の管体2bを外周側の管体2aに対して、管長手方向に任意の位置にずらして上記の固定操作を行なうことにより、打設管1を任意の長さに設定することができる。外周側の管体2aと内周側の管体2bとの固定を解除する場合は、上記の固定操作と逆の手順を行なう。   When the lock body 6 moves downward, the lock body 6 is fitted between the cross-shaped wedge-shaped groove 4a and the outer peripheral surface of the tube body 2b on the inner peripheral side to be in a locked state. When the lock body 6 is in the locked state, the outer peripheral tube body 2a and the inner peripheral tube body 2b are fixed. The placement tube 1 is set to an arbitrary length by shifting the inner peripheral tube 2b to the outer tube 2a at an arbitrary position in the longitudinal direction of the tube and performing the above-described fixing operation. Can do. In order to release the fixing of the outer peripheral side tube body 2a and the inner peripheral side tube body 2b, a procedure reverse to the above-described fixing operation is performed.

この固定手段3では、ロック調整部5の上面に調節ネジ5bの頭部が突出しているので、螺合操作、即ち、上記の管体2a、2bどうしの固定操作および固定解除操作を容易に行なうことができる。また、調節ネジ5bの管半径方向の突出量も小さくできるので、打設管1を対象地盤に打込む際の抵抗を大きくすることもない。   In this fixing means 3, since the head of the adjusting screw 5b protrudes from the upper surface of the lock adjusting portion 5, the screwing operation, that is, the fixing operation and the fixing releasing operation between the tube bodies 2a and 2b are easily performed. be able to. Further, since the projecting amount of the adjusting screw 5b in the pipe radial direction can be reduced, the resistance when the driving pipe 1 is driven into the target ground is not increased.

環状のカバー部5aには、内周側の管体2bの外周面と対向する面にシール部材7aが設けられている。また、外周側の管体2aと内周側の管体2bとを固定する際に近接する受部4の外周面と環状のカバー部5aの外周面との間にもシール部材7bが設けられている。これらシール部材7a、7bにより、外周側の管体2aと内周側の管体2bとを固定した際に、外周側の管体2aと内周側の管体2bとの間の水密性が保たれるようになっている。   The annular cover portion 5a is provided with a seal member 7a on a surface facing the outer peripheral surface of the inner peripheral tube 2b. A seal member 7b is also provided between the outer peripheral surface of the receiving portion 4 and the outer peripheral surface of the annular cover portion 5a that are close to each other when the outer peripheral tube body 2a and the inner peripheral tube body 2b are fixed. ing. When the outer tube 2a and the inner tube 2b are fixed by the seal members 7a and 7b, the watertightness between the outer tube 2a and the inner tube 2b is improved. It is supposed to be kept.

固定手段3は、実施形態に例示した構造に限定されず、外周側の管体2aと内周側の管体2bとを管長手方向の任意の位置で固定できるものであればよい。   The fixing means 3 is not limited to the structure illustrated in the embodiment, and any means can be used as long as it can fix the outer peripheral tube body 2a and the inner peripheral tube body 2b at an arbitrary position in the tube longitudinal direction.

以下に、この打設管1を用いた本発明のドレーン材の打設方法を説明する。   Below, the placement method of the drain material of this invention using this placement pipe 1 is demonstrated.

まず、図5に例示するように、外周側の管体2aと内周側の管体2bとを固定手段3により管長手方向の所定位置に固定して打設管1を収縮した状態にする。この収縮状態の打設管1の内周側の管体2bの内部に、先端にアンカープレート13を取付けたドレーン材Dをセットする。このように、本発明では打設作業をする際に、打設管1を収縮状態にするので、上方に立設状態となる打設管1の高さを抑えることができる。   First, as illustrated in FIG. 5, the outer tube 2 a and the inner tube 2 b are fixed at predetermined positions in the tube longitudinal direction by the fixing means 3 so that the placing tube 1 is contracted. . A drain material D with an anchor plate 13 attached to the tip is set inside the tube 2b on the inner peripheral side of the contracted placement pipe 1. As described above, in the present invention, when the placement work is performed, the placement pipe 1 is brought into a contracted state, so that the height of the placement pipe 1 that is standing up can be suppressed.

次いで、図6に例示するように、バイブレータ11による振動を与えて打設管1を対象地盤に打設する。必要に応じて打設ヘッドによって打設管1を給進させて打設する。ある深さまで打設管1を打設した後は、次に説明する追加打設工程を実施する。   Next, as illustrated in FIG. 6, the placement pipe 1 is placed on the target ground by applying vibration by the vibrator 11. If necessary, the driving tube 1 is advanced by the driving head and driven. After the casting tube 1 has been cast to a certain depth, an additional casting process described below is performed.

図7に例示するように、外周側の管体2aの上端部の外周面を管保持機構9により保持し、外周側の管体2aを不動状態にする。この状態で固定手段3の固定解除操作を行ない、内周側の管体2bをドレーン材Dの打設深さに応じて所定の位置まで引き上げる。内周側の管体2bを引き上げた位置で固定手段3により、再度、管体2a、2bどうしを固定して打設管1を伸ばした状態にする。   As illustrated in FIG. 7, the outer peripheral surface of the upper end portion of the outer peripheral side tube body 2 a is held by the tube holding mechanism 9, and the outer peripheral side tube body 2 a is made immovable. In this state, the fixing means 3 is unlocked, and the inner peripheral tube 2b is pulled up to a predetermined position according to the depth of the drain material D. The pipes 2a and 2b are fixed again by the fixing means 3 at the position where the pipe body 2b on the inner peripheral side is pulled up, and the placement pipe 1 is extended.

次いで、図8に例示するように、管保持機構9による外周側の管体2aの保持を解除し、伸ばした状態の打設管1を、再度、打設して所定の深さまで打込む。ここで、ドレーン材Dをさらに深く打設する必要がある場合もある。このような場合は、打設深さに応じて打設管1を構成する管体の数を増やし、三重管或いは四重管以上の構造にする。   Next, as illustrated in FIG. 8, the holding of the outer peripheral tube body 2 a by the tube holding mechanism 9 is released, and the extended placement tube 1 is again driven and driven to a predetermined depth. Here, it may be necessary to drive the drain material D further deeper. In such a case, the number of tubes constituting the placement tube 1 is increased according to the placement depth, so that the structure is more than a triple tube or a quadruple tube.

打設管1を三重管以上の構造にする場合も、隣接して同軸上に積層される外周側の管体と内周側の管体とを固定する固定手段3は、二重管の場合と同様である。また、打設管1の打設手順も二重管の場合と同様に、順次、内装された管体を引き上げて打設管1を伸ばすようにする。   In the case where the placing tube 1 has a structure of a triple tube or more, the fixing means 3 for fixing the outer tube and the inner tube which are adjacently and coaxially stacked is a double tube. It is the same. In addition, as in the case of the double pipe, the placing procedure of the placing pipe 1 is such that the installed tubular body is sequentially pulled up to extend the placing pipe 1.

以上の要領で打設管1、即ち、ドレーン材Dを所定の深さまで打設して追加打設工程を終了する。   In the above manner, the placement tube 1, that is, the drain material D is placed to a predetermined depth, and the additional placement step is completed.

次いで、図9に例示するように、ドレーン材Dを対象地盤の中に残したままにして、固定手段3が地上に現われるまで打設管1を引き上げる。その後、地上に現われた外周側の管体2aの上端部の外周面を管保持機構9により保持し、外周側の管体2aを不動状態にする。   Next, as illustrated in FIG. 9, with the drain material D left in the target ground, the placing tube 1 is pulled up until the fixing means 3 appears on the ground. After that, the outer peripheral surface of the upper end portion of the outer tube 2a that appears on the ground is held by the tube holding mechanism 9, and the outer tube 2a is brought into an immobile state.

この状態で、固定手段3の固定解除操作を行なって、図10に例示するように、内周側の管体2bを下方移動させて外周側の管体2aの内部に収容し、打設管1を収縮状態にする。内周側の管体2bは、下方移動させた位置で固定手段3の固定操作を行なうことにより、外周側の管体2aに固定させる。   In this state, the fixing means 3 is unlocked, and as shown in FIG. 10, the inner peripheral tube 2b is moved downward to be accommodated in the outer peripheral tube 2a. 1 is in a contracted state. The inner peripheral side tube body 2b is fixed to the outer peripheral side tube body 2a by performing the fixing operation of the fixing means 3 at the position moved downward.

次いで、図11に例示するように、管保持機構9による外周側の管体2aの保持を解除して収縮状態の打設管1を引き上げる。これにより、ドレーン材Dはアンカープレート13により地中に係止されて対象地盤の中に残ったままになり、打設管1だけが対象地盤から引抜かれることになる。このようにして、ドレーン材Dは所定の深さまで打設される。   Next, as illustrated in FIG. 11, the holding of the outer tube 2 a by the tube holding mechanism 9 is released, and the contracted tube 1 is pulled up. As a result, the drain material D is locked in the ground by the anchor plate 13 and remains in the target ground, and only the placement tube 1 is pulled out from the target ground. In this way, the drain material D is driven to a predetermined depth.

三重管以上の構造の打設管1を引抜く手順は、二重管の場合と同様である。即ち、打設1を所定の長さ引き上げるとともに、固定手段3の固定解除操作をして内周側にある管体を下方移動させて、順次、打設管を収縮させ、収縮した位置で再度、固定操作をする。   The procedure for pulling out the casting tube 1 having a structure equal to or greater than that of the triple tube is the same as that for the double tube. In other words, the casting 1 is pulled up by a predetermined length, and the fixing means 3 is unlocked to move the tube on the inner peripheral side downward, and the casting tube is sequentially contracted, and again at the contracted position. , Fixed operation.

本発明では、打設管1の打設作業および引抜き作業を行なう際に、上方に立設した状態になる打設管1の長さが短くなるので、高さ方向の制約がある作業現場においても使用することができる。また、隣接して同軸上に積層される管体2a、2bどうしは、管長手方向で任意の位置で固定して、打設管1の長さをドレーン材Dの打設深さに応じた適切な長さにすることができる。そのため、打設管1に無駄な長さがなくなり、ドレーン材Dの打設深さに関わらず効率的に打設作業を行なうことができる。   In the present invention, when performing the placing operation and the drawing operation of the placing tube 1, the length of the placing tube 1 standing upward is shortened. Therefore, in a work site where there is a restriction in the height direction. Can also be used. Further, the adjacent pipes 2a and 2b laminated coaxially are fixed at arbitrary positions in the longitudinal direction of the pipe, and the length of the placing pipe 1 is set in accordance with the placing depth of the drain material D. It can be of an appropriate length. Therefore, useless length is eliminated in the placement tube 1, and the placement work can be performed efficiently regardless of the placement depth of the drain material D.

さらに、この打設管1では、外周側の管体2aと内周側の管体2bとを固定した際に、外周側の管体2aと内周側の管体2bとの間の水密性が保たれるようになっているので、打設管1の内部に土砂や水が入り込みにくい。そのため、固定手段3をはじめとして打設管1の損傷等を防止することができる。また、調節ネジ5bをネジ穴4bから外すことにより、固定手段3を容易に分解できるので、メンテナンス性にも優れている。   Furthermore, in this placement pipe 1, when the outer peripheral side pipe 2a and the inner peripheral side pipe 2b are fixed, the water tightness between the outer peripheral side pipe 2a and the inner peripheral side pipe 2b is secured. Therefore, it is difficult for earth and sand or water to enter the inside of the placing tube 1. Therefore, it is possible to prevent damage to the placing pipe 1 including the fixing means 3. Further, the fixing means 3 can be easily disassembled by removing the adjusting screw 5b from the screw hole 4b, so that it is excellent in maintainability.

本発明のドレーン材用打設管の使用状態を例示する側面図である。It is a side view which illustrates the use condition of the placement pipe for drain materials of the present invention. 図1のドレーン材用打設管の固定手段周辺を例示する横断面図である。FIG. 2 is a cross-sectional view illustrating the periphery of a fixing means of the drain material placing pipe of FIG. 1. 図1のドレーン材用打設管の固定手段周辺を例示する縦半断面図である(管体どうしの固定を解除している状態)。FIG. 2 is a longitudinal half sectional view illustrating the periphery of the fixing means of the drain material placing pipe of FIG. 1 (a state where the fixing of the pipes is released). 図1のドレーン材用打設管の固定手段周辺を例示する縦半断面図である(管体どうしを固定している状態)。FIG. 2 is a longitudinal half sectional view illustrating the periphery of a fixing means of the drain material placing pipe of FIG. 1 (in a state where pipes are fixed). 本発明のドレーン材の打設方法の最初の工程を例示する説明図である。It is explanatory drawing which illustrates the first process of the placement method of the drain material of this invention. 図5の次の工程を例示する説明図である。FIG. 6 is an explanatory diagram illustrating the next step of FIG. 5. 図6の次の工程を例示する説明図である。FIG. 7 is an explanatory diagram illustrating the next process of FIG. 6. 図7の次の工程を例示する説明図である。FIG. 8 is an explanatory diagram illustrating the next process of FIG. 7. 図8の次の工程を例示する説明図である。FIG. 9 is an explanatory diagram illustrating the next process of FIG. 8. 図9の次の工程を例示する説明図である。FIG. 10 is an explanatory diagram illustrating the next process of FIG. 9. 図10の次の工程を例示する説明図である。FIG. 11 is an explanatory diagram illustrating the next process of FIG. 10.

符号の説明Explanation of symbols

1 打設管
2a 外周側の管体
2b 内周側の管体
3 固定手段
4 受部
4a 断面クサビ状溝
4b ネジ穴
5 ロック調節部
5a カバー部
5b 調節ネジ
6 ロック体
7a、7b シール部材
8 打設機
9 管保持機構
10 ガイドフレーム
11 バイブレータ
12 スライド機構
13 アンカープレート
14 リール
15 ドレーン材挿入口
D ドレーン材
DESCRIPTION OF SYMBOLS 1 Casting pipe 2a Outer pipe side 2b Inner pipe side 3 Fixing means 4 Receiving part 4a Cross-shaped wedge-shaped groove 4b Screw hole 5 Lock adjustment part 5a Cover part 5b Adjustment screw 6 Lock body 7a, 7b Seal member 8 Placing machine 9 Pipe holding mechanism 10 Guide frame 11 Vibrator 12 Slide mechanism 13 Anchor plate 14 Reel 15 Drain material insertion port D Drain material

Claims (5)

先端にアンカープレートを取付けたドレーン材を打設管の内部にセットし、打設機により前記打設管を対象地盤の所定深さまで打込んだ後、打設管だけを対象地盤から引抜いてドレーン材を対象地盤に残したままの打込んだ状態にするドレーン材の打設方法において、前記打設管を、外径の異なる複数の管体を同軸上に積層するように配置し、内装した管体を管長手方向に移動可能にした管体群により構成し、該管体群の最も内周側の管体の内部に前記ドレーン材をセットし、管体群のなかで隣接して同軸上に積層される外周側の管体と内周側の管体とを固定手段により管長手方向の所定位置に固定して打設管を収縮した状態にし、この収縮状態の打設管を対象地盤に打込んだ後、追加打設工程として、最も外周側の管体と該管体と隣接して同軸上に積層される内周側の管体との固定を解除して、ドレーン材および最も外周側の管体を対象地盤に残したままにして打設管を所定の長さ引き上げた後、再度、前記最も外周側の管体と、該管体と隣接して同軸上に積層される内周側の管体とを固定して打設管を伸ばした状態にし、この伸ばした状態の打設管を対象地盤にさらに深く打込む工程を行ない、ドレーン材を打設する深さに応じて、前記追加打設工程を、順次、打設管を伸ばすように前記最も外周側の管体から内周側にある管体に対して行ない、すべての追加打設工程が終了した後、打設管を所定の長さ引き上げるとともに内周側にある管体を下方移動させて、順次、打設管を収縮させるようにして、打設管を対象地盤から引抜くようにしたドレーン材の打設方法。   A drain material with an anchor plate attached to the tip is set inside the placement pipe, and after the placement pipe is driven to a predetermined depth of the target ground by a placement machine, only the placement pipe is pulled out from the target ground. In the drain material placing method in which the material is left in the target ground, the placement pipe is arranged so that a plurality of pipe bodies having different outer diameters are stacked on the same axis, and is internally provided. The tube body is composed of a tube group that can move in the longitudinal direction of the tube, and the drain material is set inside the innermost tube body of the tube group, and is coaxially adjacent to the tube group. The outer tube and the inner tube stacked on top of each other are fixed at a predetermined position in the longitudinal direction of the tube by a fixing means so that the tube is contracted, and the contracted tube is subjected to the contraction. After being driven into the ground, as the additional placing process, the outermost tube is adjacent to the tube. After releasing the fixation with the inner circumferential side tube laminated on the shaft, leaving the drain material and the outermost circumferential side tube on the target ground, raising the casting tube to a predetermined length, Again, the outermost tube and the inner tube that is coaxially laminated adjacent to the tube are fixed to extend the placement tube, and the expanded tube is in the expanded state. A process of driving the installation pipe into the target ground further is performed, and the additional installation process is sequentially performed from the outermost pipe body so as to extend the installation pipe according to the depth at which the drain material is installed. After the pipes on the inner circumference have been completed and all the additional placement processes have been completed, the pipes on the inner circumference side are moved downwards by sequentially raising the cast pipes by a predetermined length. A method for placing a drain material in which the tube is contracted and the placement tube is pulled out from the target ground. 先端にアンカープレートを取付けたドレーン材を内部にセットした状態で、打設機により所定深さまで打込まれた後、ドレーン材を対象地盤に残したままで対象地盤から引抜かれるドレーン材用打設管において、前記ドレーン材用打設管を、外径の異なる複数の管体を同軸上に積層するように配置し、内装した管体を管長手方向に移動可能にした管体群により構成し、該管体群のなかで隣接して同軸上に積層される外周側の管体と内周側の管体とを管長手方向の任意の位置で固定する固定手段を設けたことを特徴とするドレーン材用打設管。   A draining pipe for draining material that is pulled out from the target ground with the draining material remaining on the target ground after being driven to the specified depth by a driving machine with the draining material with the anchor plate attached at the tip inside. In the above, the drain material placing pipe is arranged so that a plurality of pipe bodies having different outer diameters are stacked on the same axis, and the internal pipe body is constituted by a pipe body group that is movable in the longitudinal direction of the pipe, A fixing means for fixing an outer peripheral tube body and an inner peripheral tube body, which are adjacently and coaxially stacked in the tube body group, at an arbitrary position in the tube longitudinal direction is provided. Draining pipe for drain material. 前記固定手段を、隣接して同軸上に積層される外周側の管体と内周側の管体のうち、外周側の管体の外周面に設けた断面クサビ状溝を有する環状の受部と、該受部に沿って管長手方向に移動するロック調節部と、前記断面クサビ状溝と内周側の管体の外周面との間にフリーな状態で介在し、前記断面クサビ状溝の傾斜面に当接する傾斜面を有する断面クサビ状のロック体とで構成し、前記ロック調節部の管長手方向の移動によって前記ロック体を内周側の管体の外周面に押圧させるようにした請求項2に記載のドレーン材用打設管。   An annular receiving portion having a wedge-shaped cross section provided on the outer peripheral surface of the outer peripheral side tubular body among the outer peripheral side tubular body and the inner peripheral side tubular body that are coaxially laminated adjacent to each other. And a lock adjusting portion that moves in the longitudinal direction of the tube along the receiving portion, and the cross-shaped wedge-shaped groove, which is interposed in a free state between the cross-sectional wedge-shaped groove and the outer peripheral surface of the inner peripheral tube body. A lock body having a wedge-shaped cross section having an inclined surface abutting on the inclined surface, and the lock body is pressed against the outer peripheral surface of the inner peripheral tube body by movement of the lock adjusting portion in the tube longitudinal direction. The drain material placing pipe according to claim 2. 前記ロック調節部を、前記受部を覆うように形成された環状のカバー部と、該カバー部を上下に貫通し、前記受部に形成されたネジ穴に螺合する調節ネジとで構成した請求項3に記載のドレーン材用打設管。   The lock adjusting portion is configured by an annular cover portion formed so as to cover the receiving portion, and an adjusting screw that penetrates the cover portion in the vertical direction and is screwed into a screw hole formed in the receiving portion. The drain pipe for a drain material according to claim 3. 前記固定手段に、隣接して同軸上に積層される外周側の管体と内周側の管体との間の水密性を保つシール部材を設けた請求項2〜4のいずれかに記載のドレーン材用打設管。   The sealing member according to any one of claims 2 to 4, wherein the fixing means is provided with a seal member that maintains water tightness between an outer peripheral tube body and an inner peripheral tube body that are adjacently and coaxially stacked. Draining pipe for drain material.
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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102002937A (en) * 2010-11-30 2011-04-06 中交一航局第四工程有限公司 Super soft soil foundation plastic drainage board disposable pile shoe anchoring method

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KR101438521B1 (en) * 2013-11-29 2014-10-30 신양기초 주식회사 Device for Deep Depth Plastic board drain and the Method using it

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5438609A (en) * 1977-09-01 1979-03-23 Seiwa Kiko Kk Method of driving drain paper
JPS6019813A (en) * 1983-07-11 1985-02-01 Tokyu Constr Co Ltd Mandrel and method for driving drain material

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5438609A (en) * 1977-09-01 1979-03-23 Seiwa Kiko Kk Method of driving drain paper
JPS6019813A (en) * 1983-07-11 1985-02-01 Tokyu Constr Co Ltd Mandrel and method for driving drain material

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102002937A (en) * 2010-11-30 2011-04-06 中交一航局第四工程有限公司 Super soft soil foundation plastic drainage board disposable pile shoe anchoring method

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