JP2013096217A - Installation device of drain member and installation method of drain member - Google Patents

Installation device of drain member and installation method of drain member Download PDF

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Publication number
JP2013096217A
JP2013096217A JP2011243405A JP2011243405A JP2013096217A JP 2013096217 A JP2013096217 A JP 2013096217A JP 2011243405 A JP2011243405 A JP 2011243405A JP 2011243405 A JP2011243405 A JP 2011243405A JP 2013096217 A JP2013096217 A JP 2013096217A
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mandrel
drain
soft ground
rod
drain member
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JP2011243405A
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Japanese (ja)
Inventor
Hirobumi Taguchi
博文 田口
Yuichi Tomita
佑一 冨田
Takanobu Yamamoto
隆信 山本
Haruo Mori
晴夫 森
Kimio Yamamoto
公夫 山本
Hironobu Iizuka
浩延 飯塚
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Toa Corp
Tokyu Construction Co Ltd
Chikami Miltec Inc
Wakachiku Construction Co Ltd
Mirai Construction Co Ltd
Cad Tech Inc Japan
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Toa Corp
Tokyu Construction Co Ltd
Chikami Miltec Inc
Wakachiku Construction Co Ltd
Mirai Construction Co Ltd
Cad Tech Inc Japan
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Priority to JP2011243405A priority Critical patent/JP2013096217A/en
Publication of JP2013096217A publication Critical patent/JP2013096217A/en
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Abstract

PROBLEM TO BE SOLVED: To push down a co-lifted drain member to a prescribed depth in weak ground and to surely install the drain member to the prescribed depth in the weak ground.SOLUTION: A mandrel 4 in the state that an anchor member 3 is arranged at a distal end 4a, a drain member 2 with the anchor member 3 connected to a distal end 2a is inserted to an inner part 4b, and a rod member 5 is housed in the inner part 4b is installed to the prescribed depth in weak ground 100 with the anchor member 3 as an insertion end. When the drain member 2 is co-lifted when installing the drain member 2 to the prescribed depth in the weak ground 100, the rod member 5 is projected from the mandrel 4, the anchor member 3 is pushed down to the prescribed depth in the weak ground 100, and the drain member 2 is installed to the prescribed depth in the weak ground.

Description

本発明は、地盤中に含まれる水分等を排出して軟弱地盤を改良するために用いられるドレーン部材を軟弱地盤に打設するドレーン部材の打設装置及びドレーン部材の打設方法に関する。   The present invention relates to a drain member placing apparatus and a drain member placing method for placing a drain member used to improve soft ground by discharging moisture contained in the ground and improving the soft ground.

従来から、軟弱地盤中の水分や空気(以下、水分等という。)を排出することによって軟弱地盤を改良する地盤改良方法の一つとして、バーチカルドレーン工法がある。打設装置により軟弱地盤中の所定の深さまでドレーン材を打設し、盛土等により荷重を負荷する。そして、軟弱地盤中の水分等がドレーン材を介して排出されることで、地盤の圧密促進を図る工法である。   Conventionally, there is a vertical drain construction method as one of ground improvement methods for improving soft ground by discharging moisture and air (hereinafter referred to as moisture) in the soft ground. A drain material is cast to a predetermined depth in the soft ground by a driving device, and a load is applied by embankment or the like. And the water | moisture content etc. in a soft ground are discharged | emitted via a drain material, It is a construction method which aims at the consolidation promotion of a ground.

このようなバーチカルドレーン工法に用いられるドレーン部材を打設する打設装置としては、特許文献1のようなものがある。具体的に、特許文献1の打設装置は、上端及び下端が開口され、下端開口部に開閉自在の蓋体が設けられたマンドレル(特許文献1ではケーシングと記載)と、マンドレル内に設けられ、軟弱地盤中の水分等を透過するドレーン部材と、マンドレル内に移動可能に設けられ、マンドレルの全長よりも長く、下端がドレーン部材の先端と係合し、上端にマンドレルの上端と係合するストッパ部を有するロッド部材とを備えている。   As a placement device for placing a drain member used in such a vertical drain construction method, there is one as disclosed in Patent Document 1. Specifically, the placement device of Patent Document 1 is provided with a mandrel (described as a casing in Patent Document 1) having an upper end and a lower end opened and a lid that can be opened and closed at the lower end opening, and the mandrel. A drain member that allows moisture in soft ground to pass through and a mandrel that is movable, is longer than the entire length of the mandrel, has a lower end that engages with the end of the drain member, and an upper end that engages with the upper end of the mandrel And a rod member having a stopper portion.

このような特許文献1の打設装置は、先ず、蓋体によって下端開口部が閉塞され、この蓋体とロッド部材の下端とでドレーン部材の先端が狭持された状態のマンドレルが打設機によって軟弱地盤中の所定の深さに打ち込まれる。次いで、特許文献1の打設装置は、蓋体が開放されると共に、打設機によってマンドレルだけが引き上げられる。このとき、特許文献1の打設装置は、ロッド部材が自重によってマンドレルの下端開口部から外部に突き出され、ロッド部材の下端がドレーン部材の先端と係合されることで、ドレーン部材を軟弱地盤中の所定の深さに留める。次いで、特許文献1の打設装置は、マンドレルが打設機によってある程度引き上げられると、マンドレルの上端がロッド部材のストッパ部に係合され、ドレーン部材を軟弱地盤中の所定の深さに留めた状態で、マンドレルの引き上げに伴ってロッド部材が引き上げられる。以上のようにして、特許文献1の打設装置では、ドレーン部材を軟弱地盤中の所定の深さまで打設する。   In such a placement apparatus of Patent Document 1, first, a lower end opening is closed by a lid, and a mandrel in a state where the tip of the drain member is held between the lid and the lower end of the rod member is a placement machine. Is driven to a predetermined depth in the soft ground. Next, in the placement device of Patent Document 1, the lid is opened and only the mandrel is pulled up by the placement machine. At this time, in the placing device of Patent Document 1, the rod member is projected to the outside from the lower end opening of the mandrel by its own weight, and the lower end of the rod member is engaged with the tip of the drain member, so that the drain member is soft ground. Stay inside the predetermined depth. Next, when the mandrel is pulled up to some extent by the driving machine, the upper end of the mandrel is engaged with the stopper portion of the rod member, and the drain member is held at a predetermined depth in the soft ground. In this state, the rod member is pulled up as the mandrel is pulled up. As described above, in the placing device of Patent Document 1, the drain member is placed to a predetermined depth in the soft ground.

しかしながら、特許文献1の打設装置では、ロッドの自重が重い場合や軟弱地盤中の水分等の含有率が多い場合、ロッド部材が軟弱地盤中の所定の深さに留まらずに、ロッドによってドレーン部材が軟弱地盤中の所定の深さよりも深い位置まで押し下げられる虞がある。   However, in the placement device of Patent Document 1, when the weight of the rod is heavy or when the content of moisture or the like in the soft ground is large, the rod member does not stay at a predetermined depth in the soft ground, but is drained by the rod. There is a possibility that the member is pushed down to a position deeper than a predetermined depth in the soft ground.

更に、特許文献1の打設装置では、ロッド部材がマンドレルの全長よりも長いので、扱いが不便であり、更に、コストが掛かり経済的ではない。   Furthermore, in the driving device of Patent Document 1, since the rod member is longer than the entire length of the mandrel, the handling is inconvenient, and the cost is high and it is not economical.

更に、特許文献1の打設装置は、ドレーン部材を打設している際にドレーン部材が引き上がる、所謂、共上がりがロッド部材を引き上げた後に起こった場合、ドレーン部材はアンカレスであり、ロッド部材の下端とドレーン部材の先端とを再度係合させることは困難であるので、ロッド部材によって共上がりしたドレーン部材を軟弱地盤中の所定の深さまで押し下げることはできない。従って、共上がりが起こった場合には、ドレーン部材を引き抜き、ドレーン部材の打設作業をやり直す必要がある。よって、作業性が悪く、工期が長くなり、経済的ではない。   Furthermore, in the driving device of Patent Document 1, when the drain member is being driven, the drain member is lifted up. When the so-called co-up occurs after the rod member is pulled up, the drain member is anchorless. Since it is difficult to re-engage the lower end of the member and the tip of the drain member, the drain member lifted together by the rod member cannot be pushed down to a predetermined depth in the soft ground. Therefore, in the case where both sides rise, it is necessary to pull out the drain member and redo the drain member placing operation. Therefore, workability is poor, the construction period is long, and it is not economical.

更に、ロッド部材の下端とドレーン部材の先端とが再度係合できたとしても、特許文献1の打設装置は、ロッド部材を駆動する駆動部を有していないので、ロッド部材単体では移動できず、ロッド部材によって共上がりしたドレーン部材を軟弱地盤中の所定の深さまで押し下げるためには、打設機によってマンドレルを再度下方へ移動させる必要がある。従って、作業性が悪く、経済的ではない。   Furthermore, even if the lower end of the rod member and the tip of the drain member can be re-engaged, the driving device of Patent Document 1 does not have a drive unit that drives the rod member, so the rod member alone can move. First, in order to push down the drain member lifted together by the rod member to a predetermined depth in the soft ground, it is necessary to move the mandrel downward again by a driving machine. Therefore, workability is poor and it is not economical.

更に、ロッド部材を所定の範囲内で突き出し可能な油圧駆動装置がマンドレルの下端に内蔵された打設装置がある。   Further, there is a driving device in which a hydraulic drive device capable of protruding a rod member within a predetermined range is built in a lower end of a mandrel.

このような油圧駆動装置が内蔵された打設装置は、先ず、ロッド部材の下端とドレーン部材の先端が係合された状態で、マンドレルが軟弱地盤の所定の深さまで打ち込まれる。次いで、マンドレルが引き上げられるのと同時に、ロッド部材が油圧駆動装置によってマンドレルの下端開口部から外部に突き出され、ロッド部材の下端がドレーン部材の先端と係合されることで、ドレーン部材を軟弱地盤中の所定の深さに留める。次いで、マンドレルがある程度引き上げられた後に、ロッド部材が油圧駆動装置によってマンドレル内に収納され、ドレーン部材を軟弱地盤中に所定の深さに留めた状態で、マンドレルが引き上げられる。以上のようにして、油圧駆動装置が内蔵された打設装置では、ドレーン部材を軟弱地盤中の所定の深さまで打設する。   In a driving device incorporating such a hydraulic drive device, first, the mandrel is driven to a predetermined depth of the soft ground with the lower end of the rod member and the tip of the drain member engaged. Next, at the same time as the mandrel is pulled up, the rod member is protruded to the outside from the lower end opening of the mandrel by the hydraulic drive device, and the lower end of the rod member is engaged with the tip of the drain member, so that the drain member becomes soft ground. Stay inside the predetermined depth. Next, after the mandrel is pulled up to some extent, the rod member is housed in the mandrel by the hydraulic drive device, and the mandrel is pulled up in a state where the drain member is held at a predetermined depth in the soft ground. As described above, in the driving device incorporating the hydraulic drive device, the drain member is driven to a predetermined depth in the soft ground.

しかしながら、このような油圧駆動装置が内蔵された打設装置では、マンドレルに油圧駆動装置を内蔵する必要があるので、マンドレルが大型化し、装置が複雑になり、コストが掛かり経済的ではない。   However, in a driving device incorporating such a hydraulic drive device, it is necessary to incorporate the hydraulic drive device in the mandrel. Therefore, the mandrel becomes large, the device becomes complicated, and the cost is high, which is not economical.

更に、このような油圧駆動装置が内蔵された打設装置では、ロッド部材を引き上げた後にドレーン部材が共上がりした場合、ドレーン部材がアンカレスであり、ロッド部材の下端とドレーン部材の先端とを再度係合させることは困難であるので、再度、油圧駆動装置によってロッド部材を突き出しても、ロッド部材によって共上がりしたドレーン部材を軟弱地盤中の所定の深さまで押し下げることはできない。従って、共上がりが起こった場合には、ドレーン部材を引き抜き、ドレーン部材の打設作業をやり直す必要がある。よって、作業性が悪く、工期が長くなり、経済的ではない。   Further, in a driving device incorporating such a hydraulic drive device, when the drain member rises together after the rod member is lifted, the drain member is anchorless, and the lower end of the rod member and the distal end of the drain member are connected again. Since it is difficult to engage, even if the rod member is protruded again by the hydraulic drive device, the drain member raised together by the rod member cannot be pushed down to a predetermined depth in the soft ground. Therefore, in the case where both sides rise, it is necessary to pull out the drain member and redo the drain member placing operation. Therefore, workability is poor, the construction period is long, and it is not economical.

更に、ロッド部材の下端とドレーン部材の先端とが再度係合できたとしても、油圧駆動装置によるロッド部材の突き出し量が決まっているので、ロッド部材を引き上げてマンドレル内に収納し、マンドレルが油圧駆動装置のロッド部材の突き出し量以上引き上げられた際に共上がりが起こった場合、ロッド部材によって共上がりしたドレーン部材を軟弱地盤中の所定の深さまで押し下げるためには、打設機によって再度マンドレルを下方へ移動させる必要がある。従って、作業性が悪く、経済的ではない。   Furthermore, even if the lower end of the rod member and the tip of the drain member can be reengaged, the amount of protrusion of the rod member by the hydraulic drive device is determined, so the rod member is pulled up and stored in the mandrel, and the mandrel is hydraulically In the event that the joint rises when the rod member is lifted more than the protruding amount of the drive member, in order to push down the drain member raised together by the rod member to a predetermined depth in the soft ground, the mandrel is again pushed by the driving machine. It is necessary to move down. Therefore, workability is poor and it is not economical.

特開昭59−195915号公報JP 59-195915 A

本発明は、このような従来の事情に鑑みて提案されたものであり、軟弱地盤を改良するために用いられるドレーン部材を軟弱地盤中の所定の深さまで打設する際にドレーン部材が共上がりしても、共上がりしたドレーン部材を押し下げて、確実に軟弱地盤中の所定の深さに打設することができるドレーン部材の打設装置及びドレーン部材の打設方法を提供することを目的とする。   The present invention has been proposed in view of such a conventional situation, and when a drain member used for improving a soft ground is driven to a predetermined depth in the soft ground, the drain member is raised together. Even so, an object of the present invention is to provide a drain member placing device and a drain member placing method that can push down the drain member that has been raised together and reliably place it at a predetermined depth in soft ground. To do.

本発明に係るドレーン部材の打設装置は、軟弱地盤中の水分を透過するドレーン部材と、ドレーン部材の先端部に連結されるアンカ部材と、アンカ部材が先端部に配置されると共に、ドレーン部材が内部に挿通されるマンドレルと、マンドレルの内部に移動可能に設けられ、マンドレルから突き出してアンカ部材を押圧するロッド部材とを備えている。そして、本発明に係るドレーン部材の打設装置は、アンカ部材が先端部に配置され、ドレーン部材が内部に挿通され、ロッド部材が内部に収納された状態のマンドレルを、アンカ部材を挿入端として、軟弱地盤中の所定の深さまで打設し、軟弱地盤中に所定の深さまで打設されたマンドレル及びロッド部材を、軟弱地盤中の所定の深さから引き上げて軟弱地盤中から引き抜き、ドレーン部材を軟弱地盤中の所定の深さまで打設する。更に、本発明に係るドレーン部材の打設装置は、ドレーン部材を軟弱地盤中の所定の深さまで打設する際にドレーン部材が共上がりした場合、ロッド部材を、マンドレルから突き出してアンカ部材を軟弱地盤中の所定の深さまで押し下げて、ドレーン部材を軟弱地盤中の所定の深さまで打設する。   A drain member placing device according to the present invention includes a drain member that transmits moisture in soft ground, an anchor member that is connected to a distal end portion of the drain member, an anchor member that is disposed at the distal end portion, and a drain member. Is provided so as to be movable inside the mandrel, and a rod member that protrudes from the mandrel and presses the anchor member. In the drain member placing device according to the present invention, the anchor member is arranged at the tip, the drain member is inserted into the inside, and the rod member is housed in the mandrel, with the anchor member as the insertion end. The drain member is driven to a predetermined depth in the soft ground, and the mandrel and rod member driven to the predetermined depth in the soft ground are pulled up from the predetermined depth in the soft ground and pulled out from the soft ground. To a predetermined depth in soft ground. Furthermore, in the drain member placing device according to the present invention, when the drain member rises together when placing the drain member to a predetermined depth in the soft ground, the rod member protrudes from the mandrel and the anchor member is soft. The drain member is pushed down to a predetermined depth in the ground by pushing down to a predetermined depth in the ground.

本発明に係るドレーン部材の打設方法は、アンカ部材が先端部に配置され、軟弱地盤中の水分を透過し、アンカ部材が先端部に連結されたドレーン部材が内部に挿通され、ロッド部材が内部に収納された状態のマンドレルを、アンカ部材を挿入端として、軟弱地盤中の所定の深さまで打設し、軟弱地盤中の所定の深さまで打設されたマンドレル及びロッド部材を、軟弱地盤中の所定の深さから引き上げて軟弱地盤中から引き抜き、ドレーン部材を軟弱地盤中の所定の深さまで打設する。更に、本発明に係るドレーン部材の打設方法は、ドレーン部材を軟弱地盤中の所定の深さまで打設する際にドレーン部材が共上がりした場合、ロッド部材を、マンドレルから突き出してアンカ部材を軟弱地盤中の所定の深さまで押し下げて、ドレーン部材を軟弱地盤中の所定の深さまで打設する。   In the drain member placing method according to the present invention, the anchor member is disposed at the tip, the moisture in the soft ground is permeated, the drain member connected to the tip is inserted inside, and the rod member is inserted. The mandrel stored in the inside is driven to a predetermined depth in the soft ground with the anchor member as the insertion end, and the mandrel and rod member driven to the predetermined depth in the soft ground are placed in the soft ground. From the predetermined depth, the drain member is pulled out from the soft ground, and the drain member is driven to a predetermined depth in the soft ground. Furthermore, in the drain member placing method according to the present invention, when the drain member rises together when the drain member is placed to a predetermined depth in the soft ground, the rod member protrudes from the mandrel and the anchor member is soft. The drain member is pushed down to a predetermined depth in the ground by pushing down to a predetermined depth in the ground.

本発明に係るドレーン部材の打設装置及びドレーン部材の打設方法によれば、軟弱地盤を改良するために用いられるドレーン部材を軟弱地盤中の所定の深さまで打設する際にドレーン部材が共上がりしても、ロッド部材をマンドレルの先端部から突き出して、共上がりしたドレーン部材を軟弱地盤中の所定の深さまで押し下げることができる。従って、本発明に係るドレーン部材の打設装置及びドレーン部材の打設方法によれば、ドレーン部材を確実に軟弱地盤中の所定の深さまで打設することができる。   According to the drain member placing device and the drain member placing method according to the present invention, when the drain member used for improving the soft ground is placed to a predetermined depth in the soft ground, the drain member is shared. Even if it rises, the rod member can be protruded from the tip of the mandrel, and the drain member that has risen together can be pushed down to a predetermined depth in the soft ground. Therefore, according to the drain member placing device and the drain member placing method according to the present invention, the drain member can be reliably placed to a predetermined depth in the soft ground.

本発明を適用した打設装置を示した縦断面図である。It is the longitudinal cross-sectional view which showed the driving device to which this invention is applied. 本発明を適用した打設装置を示した縦断面図であり、先端部側を拡大したものである。It is the longitudinal cross-sectional view which showed the placement apparatus to which this invention is applied, and expands the front-end | tip part side. 本発明を適用した打設装置を示した平面図である。It is the top view which showed the placement apparatus to which this invention is applied. ドレーン部材の透水部を示した斜視図である。It is the perspective view which showed the water-permeable part of the drain member. ドレーン部材がアンカ部材に連結された様子を示した斜視図である。It is the perspective view which showed a mode that the drain member was connected with the anchor member. 本発明を適用した打設装置を用いた打設作業を説明するための工程図である。It is process drawing for demonstrating the placement operation | work using the placement apparatus to which this invention is applied. ドレーン部材の打設作業の様子を示した概略図である。It is the schematic which showed the mode of the placement operation | work of a drain member. ドレーン部材の先端部の深さの時間に対する軌跡を示した図であり、(A)は、共上がりしなかったときの軌跡を示し、(B)は、共上がりしたときの軌跡を示している。It is the figure which showed the locus | trajectory with respect to the time of the depth of the front-end | tip part of a drain member, (A) shows the locus | trajectory when it does not rise together, (B) shows the locus | trajectory when it raises together. . 先端部側を先端部側に向かうにつれて次第に縮径されるように設けたマンドレルを示した縦断面図である。It is the longitudinal cross-sectional view which showed the mandrel provided so that it might be gradually diameter-reduced as a front-end | tip part side goes to a front-end | tip part side. 連結部を本体部の幅方向の略中央部よりも幅方向の一端部側に形成したアンカ部材を示した平面図である。It is the top view which showed the anchor member which formed the connection part in the one end part side of the width direction rather than the substantially center part of the width direction of the main-body part. マンドレルにロッド部材の移動をガイドするガイド部材を設け、ロッド部材の外周面にガイド部材と係合する係合部を設けた変形例の打設装置を示した縦断面図である。It is the longitudinal cross-sectional view which showed the placement device of the modification which provided the guide member which guides a movement of a rod member in a mandrel, and provided the engaging part engaged with a guide member in the outer peripheral surface of a rod member.

以下、本発明を適用したドレーン部材の打設装置及びドレーン部材の打設方法について、図面を参照して説明する。   Hereinafter, a drain member placing apparatus and a drain member placing method to which the present invention is applied will be described with reference to the drawings.

本発明を適用したドレーン部材の打設装置(以下、打設装置という。)1は、図1に示すように、軟弱地盤100を改良するために用いられるドレーン部材2を軟弱地盤100中の所定の深さまで打設することができる。更に、この打設装置1は、ドレーン部材2を軟弱地盤100中の所定の深さまで打設する際に、ドレーン部材2が引き上がる、所謂、共上がりが起きても、共上がりしたドレーン部材2を再度軟弱地盤100中の所定の深さまで押し下げて、ドレーン部材2を確実に軟弱地盤100中の所定の深さまで打設することができる。   As shown in FIG. 1, a drain member placement device (hereinafter referred to as a placement device) 1 to which the present invention is applied has a drain member 2 used for improving the soft ground 100 in a predetermined position in the soft ground 100. Can be driven to a depth of. Further, when the drain member 2 is driven to a predetermined depth in the soft ground 100, the drain device 2 is pulled up. Even if so-called co-raising occurs, the drain member 2 that has co-raised. Is pushed down again to a predetermined depth in the soft ground 100, and the drain member 2 can be reliably driven to a predetermined depth in the soft ground 100.

具体的に、打設装置1は、図1乃至図3に示すように、軟弱地盤100中の水分を透過するドレーン部材2と、このドレーン部材2の先端部2aに連結されたアンカ部材3と、先端部4aにアンカ部材3が配置されると共に、ドレーン部材2が内部4bに挿通されるマンドレル4と、マンドレル4の内部4bに移動可能に設けられ、マンドレル4の先端部4aから突き出してアンカ部材3を押圧するロッド部材5とを備えている。   Specifically, as shown in FIGS. 1 to 3, the driving device 1 includes a drain member 2 that transmits moisture in the soft ground 100, and an anchor member 3 that is connected to the distal end portion 2 a of the drain member 2. The anchor member 3 is disposed at the tip 4a, the drain member 2 is movably provided in the mandrel 4 inserted into the inside 4b, and the inside 4b of the mandrel 4, and protrudes from the tip 4a of the mandrel 4 to be anchored. And a rod member 5 for pressing the member 3.

軟弱地盤100中の水分を透過するドレーン部材2は、軟弱地盤100中に打設されるものであり、図4に示すように、リールに巻き付けることができる程度の可撓性と形状保持性とを有する芯材6aと、芯材6aを覆う透水性材料からなるフィルタ6bとを有している。これにより、ドレーン部材2は、芯材6aとフィルタ6bとの隙間により形成される中空部6cを流入した水分が通水される。   The drain member 2 that permeates moisture in the soft ground 100 is driven into the soft ground 100, and has flexibility and shape retention that can be wound around a reel as shown in FIG. And a filter 6b made of a water-permeable material covering the core material 6a. Thereby, the moisture which flowed in the hollow part 6c formed in the drain member 2 by the clearance gap between the core material 6a and the filter 6b is passed.

芯材6aは、長手方向に多数の溝を有し、その溝が軟弱地盤100中の水分の通水路9となる。芯材6aは、運搬等の利便性を考慮してリールに巻き付けることができる程度の可撓性を有すると共に、軟弱地盤100への打設後において十分な通水路9を確保するための形状保持性を有し、例えばプラスチック等の樹脂材料で形成されている。より具体的には、芯材6aは、塩化ビニル、ポリエチレンなどの材料で形成されている。   The core material 6 a has a large number of grooves in the longitudinal direction, and the grooves serve as a water passage 9 for moisture in the soft ground 100. The core member 6a is flexible enough to be wound around a reel in consideration of convenience of transportation and the like, and has a shape retention for securing a sufficient water passage 9 after being placed on the soft ground 100. For example, it is made of a resin material such as plastic. More specifically, the core material 6a is made of a material such as vinyl chloride or polyethylene.

なお、芯材6aは、上述に限らず、運搬等の利便性を考慮した可撓性と通水路9となる中空部6cが確保できる形状保持性を有するものであれば、いかなる材質、形状からなるものであっても良い。また、芯材6aは、上述に限らず、生分解性の樹脂材料で形成することにより、環境へ配慮したものとすることができる。   The core material 6a is not limited to the above, and any material and shape can be used as long as the core material 6a has flexibility in consideration of convenience of transportation and the like and can retain the shape of the hollow portion 6c serving as the water passage 9. It may be. Further, the core material 6a is not limited to the above, and can be made environmentally friendly by being formed of a biodegradable resin material.

フィルタ6bは、透水性を有する材料から形成され、芯材6aの外周を中空部6cを残して覆うように形成されている。フィルタ6bは、例えば、ポリエステル製の不織布から形成され、軟弱地盤100中の水分を中空部6cに透過させる。また、フィルタ6bは、上述に限らず、生分解性の樹脂材料で形成することにより、環境へ配慮したものとすることができる。   The filter 6b is formed from a material having water permeability, and is formed so as to cover the outer periphery of the core material 6a leaving the hollow portion 6c. The filter 6b is formed of, for example, a non-woven fabric made of polyester, and allows moisture in the soft ground 100 to pass through the hollow portion 6c. The filter 6b is not limited to the above, and can be made environmentally friendly by being formed of a biodegradable resin material.

このようなドレーン部材2は、図1に示すように、例えば、ドラム状のリール10に巻き付けられて、軟弱地盤100の地表面101上に配設される。更に、ドレーン部材2には、リール10等によってバックテンションが付加され、ドレーン部材2が弛むことや絡むことが防止されている。更に、ドレーン部材2は、リール10の回転量を測定する測定装置等の測定部12によって、リール10から引き出されたドレーン部材2の引出量が測定される。従って、作業者等は、打設作業時に、ドレーン部材2の引出量を把握することで、ドレーン部材2の先端部2aの軟弱地盤100中の位置(深さ)を容易に把握することができる。ここで、ドレーン部材2は、リール10等によってバックテンションが付加されているので、共上がりすると、弛むことなくリール10に巻き取られ、引出量が減少する。従って、作業者等は、打設作業時に、軟弱地盤100中の所定の深さまで打設された後のドレーン部材2の引出量の変化を把握することで、ドレーン部材2が共上がりしたのか否か、更には、どの程度ドレーン部材2が共上がりしたのかを容易に把握することができる。   As shown in FIG. 1, such a drain member 2 is wound around a drum-like reel 10 and disposed on the ground surface 101 of the soft ground 100. Further, a back tension is applied to the drain member 2 by the reel 10 or the like to prevent the drain member 2 from being loosened or entangled. Further, the amount of the drain member 2 drawn out of the reel 10 is measured by a measuring unit 12 such as a measuring device that measures the amount of rotation of the reel 10. Therefore, the operator or the like can easily grasp the position (depth) of the distal end portion 2a of the drain member 2 in the soft ground 100 by grasping the pull-out amount of the drain member 2 during the placing operation. . Here, since the back tension is applied to the drain member 2 by the reel 10 or the like, when the drain member 2 is lifted together, the drain member 2 is wound around the reel 10 without being loosened, and the amount of drawing is reduced. Therefore, the operator or the like can determine whether or not the drain member 2 has been lifted together by grasping the change in the amount of the drain member 2 after being driven to a predetermined depth in the soft ground 100 during the driving operation. Furthermore, it is possible to easily grasp how much the drain member 2 has risen together.

なお、ドレーン部材2は、リール10によってバックテンションが付加される他に、ドレーン部材2の搬送をガイドする搬送ガイド部11によってバックテンションが付加されるようにしても良い。更に、測定部12は、リール10の回転量の他に、搬送ガイド部11の回転量やリール10から引き出されたドレーン部材2の長さを直接測定することで、ドレーン部材2の引出量を測定するようにしても良い。   The drain member 2 may be applied with a back tension by the conveyance guide unit 11 that guides the conveyance of the drain member 2 in addition to the application of the back tension by the reel 10. Further, the measurement unit 12 directly measures the rotation amount of the conveyance guide unit 11 and the length of the drain member 2 pulled out from the reel 10 in addition to the rotation amount of the reel 10, thereby determining the pull-out amount of the drain member 2. You may make it measure.

更に、ドレーン部材2は、軟弱地盤100中の水分を透過する透水部と、この透水部6に連結され、塩化ビニル等の不透水材料により円環状に形成され、内部は通水性を有し、周面から通気を遮断させた不透水部とを有するものを用いても良い。   Further, the drain member 2 is connected to the water permeable portion 6 that transmits moisture in the soft ground 100, and is formed in an annular shape by a water impermeable material such as vinyl chloride, and the inside has water permeability. You may use what has the impermeable part which interrupted | blocked ventilation | gas_flowing from the surrounding surface.

アンカ部材3は、図5に示すように、本体部3aと、この本体部3aの一主面に形成され、ドレーン部材2の先端部2aに連結される連結部3bとを有する。   As shown in FIG. 5, the anchor member 3 includes a main body portion 3 a and a connecting portion 3 b formed on one main surface of the main body portion 3 a and connected to the distal end portion 2 a of the drain member 2.

アンカ部材3の本体部3aは、マンドレル4が軟弱地盤100に打設される際の挿入端となるものであり、例えば略矩形板状に形成され、軟弱地盤100に打設できる程度の機械的強度を有するような厚さを有している。ここでは、図3に示すように、本体部3aは、長手方向がマンドレル4の直径よりも大きく、幅方向がマンドレル4の直径よりもやや小さくなるように形成されている。   The main body 3a of the anchor member 3 serves as an insertion end when the mandrel 4 is driven into the soft ground 100. For example, the anchor member 3 is formed in a substantially rectangular plate shape and is mechanical enough to be driven into the soft ground 100. The thickness is strong. Here, as shown in FIG. 3, the main body 3 a is formed such that the longitudinal direction is larger than the diameter of the mandrel 4 and the width direction is slightly smaller than the diameter of the mandrel 4.

アンカ部材3の連結部3bは、図5に示すように、本体部3aの一主面の幅方向の略中央部に、一主面の長手方向に向けて、略逆U字状に形成されている。この連結部3bは、ドレーン部材2の一主面の幅方向の長さよりもやや長く、連結部3bと本体部3aとの間に、ドレーン部材2が連結される連結口3cが形成されている。このような連結口3cを有するアンカ部材3は、ドレーン部材2の下端部2bが、連結口3cを挿通した後に折り返され、このドレーン部材2の下端部2bと連結部3bを挟んで対向するドレーン部材2に、ステイプラ等の締結部材13で締結されることで、ドレーン部材2の先端部2aと連結されている。   As shown in FIG. 5, the connecting portion 3 b of the anchor member 3 is formed in a substantially inverted U shape in a substantially central portion in the width direction of one main surface of the main body portion 3 a toward the longitudinal direction of the one main surface. ing. The connecting portion 3b is slightly longer than the length in the width direction of one main surface of the drain member 2, and a connecting port 3c to which the drain member 2 is connected is formed between the connecting portion 3b and the main body portion 3a. . The anchor member 3 having such a connection port 3c is folded after the lower end portion 2b of the drain member 2 is inserted through the connection port 3c, and is opposed to the lower end portion 2b of the drain member 2 with the connection portion 3b interposed therebetween. By being fastened to the member 2 by a fastening member 13 such as a stapler, the tip end 2a of the drain member 2 is connected.

なお、本体部3aは、上述に限らず、軟弱地盤100に打設できる程度の機械的強度を有するような厚さを有するものであれば、如何なる大きさのものでも良く、更に、円形状、楕円形状、多角形状等、如何なる形状のものでも良い。また、連結部3bは、上述に限らず、ドレーン部材2と連結することができるものであれば、如何なる形状でも良い。更に、アンカ部材3とドレーン部材2とは、上述に限らず、連結することができれば、如何なる連結方法でも良い。   The main body 3a is not limited to the above, and may have any size as long as it has such a thickness that it can be placed on the soft ground 100. Any shape such as an elliptical shape or a polygonal shape may be used. Further, the connecting portion 3b is not limited to the above, and may have any shape as long as it can be connected to the drain member 2. Furthermore, the anchor member 3 and the drain member 2 are not limited to those described above, and any connection method may be used as long as they can be connected.

マンドレル4は、図1及び図3に示すように、断面略円形状の有底筒状に形成されている。また、有底筒状に形成されたマンドレル4は、先端部4aが軟弱地盤100の地表面101から所定の深さまで打設された際に、基端部4cが地表面101から所定の長さ臨むような全長を有している。   As shown in FIGS. 1 and 3, the mandrel 4 is formed in a bottomed cylindrical shape having a substantially circular cross section. The mandrel 4 formed in a bottomed cylindrical shape has a base end portion 4c having a predetermined length from the ground surface 101 when the distal end portion 4a is driven from the ground surface 101 of the soft ground 100 to a predetermined depth. It has a total length that faces it.

このようなマンドレル4の先端部4aには、図2及び図3に示すように、ドレーン部材2が挿通されるドレーン開口部4dと、ロッド部材5が挿通されるロッド開口部4fとが形成されている。ドレーン開口部4dは、略矩形状に形成され、ドレーン部材2及びアンカ部材3の連結部3bと略同じ大きさ又はやや大きく、ドレーン部材2及びアンカ部材3の連結部3bが挿通可能な大きさを有し、マンドレル4の先端部4aの略中央部に設けられている。ロッド開口部4fは、略円形状に形成され、ロッド部材5が挿通可能な大きさを有し、マンドレル4の先端部4aのドレーン開口部4dの幅方向の一端部側(ドレーン部材2の一主面側)に設けられている。   As shown in FIGS. 2 and 3, a drain opening 4 d through which the drain member 2 is inserted and a rod opening 4 f through which the rod member 5 is inserted are formed at the tip 4 a of the mandrel 4. ing. The drain opening 4d is formed in a substantially rectangular shape, is approximately the same size as or slightly larger than the connecting portion 3b of the drain member 2 and the anchor member 3, and is large enough to allow the connecting portion 3b of the drain member 2 and the anchor member 3 to be inserted. And is provided at a substantially central portion of the tip portion 4 a of the mandrel 4. The rod opening 4f is formed in a substantially circular shape and has a size that allows the rod member 5 to be inserted. One end side in the width direction of the drain opening 4d of the tip 4a of the mandrel 4 (one of the drain members 2). Main surface side).

このようなマンドレル4は、図1に示すように、内部4bに挿通されたドレーン部材2の先端部2aに連結されたアンカ部材3が先端部4aの外側に配置され、ロッド部材5が内部4bに収納される。これにより、マンドレル4は、アンカ部材3が先端部4aに配置され、ドレーン部材2が内部4bに挿通され、ロッド部材5が内部4bに収納された組立体14となる。このような組立体14は、アンカ部材3を挿入端として、フリクションローラ方式等の打設機構21aを有する打設機21によって、軟弱地盤100に打設される。この際、組立体14は、マンドレル4の先端部4aに形成されたドレーン開口部4dとロッド開口部4fとがアンカ部材3によって覆われているので、ドレーン開口部4dとロッド開口部4fとからマンドレル4の内部4bに軟弱地盤100の土砂等が侵入することを防止できる。   In such a mandrel 4, as shown in FIG. 1, the anchor member 3 connected to the distal end portion 2a of the drain member 2 inserted through the interior 4b is disposed outside the distal end portion 4a, and the rod member 5 is disposed in the inner 4b. It is stored in. As a result, the mandrel 4 is an assembly 14 in which the anchor member 3 is disposed at the distal end portion 4a, the drain member 2 is inserted into the interior 4b, and the rod member 5 is accommodated in the interior 4b. Such an assembly 14 is placed on the soft ground 100 by a placement machine 21 having a placement mechanism 21a such as a friction roller system with the anchor member 3 as an insertion end. At this time, in the assembly 14, the drain opening 4d and the rod opening 4f formed at the tip 4a of the mandrel 4 are covered with the anchor member 3, so that the drain opening 4d and the rod opening 4f It is possible to prevent the earth and sand of the soft ground 100 from entering the inside 4b of the mandrel 4.

なお、マンドレル4は、上述に限らず、楕円状、矩形状、多角形状等、マンドレル4の先端部4aの外側にアンカ部材3を配置でき、ドレーン部材2を内部4bに挿通させ、ロッド部材5を内部4bに収納することができれば如何なる形状でも良い。   In addition, the mandrel 4 is not limited to the above, and the anchor member 3 can be disposed outside the distal end portion 4a of the mandrel 4 such as an elliptical shape, a rectangular shape, a polygonal shape, etc. As long as it can be stored in the interior 4b, it may have any shape.

ロッド部材5は、図1に示すように、マンドレル4の長手方向の長さ(全長)よりも短い円柱状に形成され、下端部5aをマンドレル4の先端部4aに向けて、マンドレル4の内部4bにマンドレル4の長手方向に移動可能に設けられている。更に、ロッド部材5は、マンドレル4の内部4bにおいて、例えば、下端部5aがマンドレル4の先端部4aのロッド開口部4fに挿通され、マンドレル4の先端部4aと面一になるように設けられている。   As shown in FIG. 1, the rod member 5 is formed in a columnar shape shorter than the length (full length) in the longitudinal direction of the mandrel 4, with the lower end 5 a directed toward the distal end 4 a of the mandrel 4, 4 b is provided so as to be movable in the longitudinal direction of the mandrel 4. Further, the rod member 5 is provided in the inside 4 b of the mandrel 4, for example, such that the lower end portion 5 a is inserted through the rod opening 4 f of the distal end portion 4 a of the mandrel 4 and is flush with the distal end portion 4 a of the mandrel 4. ing.

更に、ロッド部材5は、上端部5bにワイヤ15が取り付けられ、ワイヤ15によってマンドレル4の内部4bに吊り下げられている。このワイヤ15は、マンドレル4の内部4bを挿通され、マンドレル4の基端部4c側の開口部4eから露出されて、マンドレル4の外、例えば地表面101上に設けられたウインチ16に接続されている。   Further, the rod member 5 has a wire 15 attached to the upper end portion 5 b and is suspended by the wire 15 to the inside 4 b of the mandrel 4. The wire 15 is inserted through the inside 4 b of the mandrel 4, exposed from the opening 4 e on the base end 4 c side of the mandrel 4, and connected to a winch 16 provided outside the mandrel 4, for example, on the ground surface 101. ing.

このようなロッド部材5は、ウインチ16によってワイヤ15が引き出されることで、自重によってマンドレル4の先端部4a側に移動される。更に、ロッド部材5は、ウインチ16によってワイヤ15が巻き上げられることで、マンドレル4の基端部4c側に移動される。即ち、ロッド部材5は、マンドレル4の外に設けられたウインチ16によって、マンドレル4と独立して移動することができる。   Such a rod member 5 is moved to the front end 4 a side of the mandrel 4 by its own weight when the wire 15 is pulled out by the winch 16. Further, the rod member 5 is moved to the base end portion 4 c side of the mandrel 4 when the wire 15 is wound up by the winch 16. That is, the rod member 5 can move independently of the mandrel 4 by the winch 16 provided outside the mandrel 4.

更に、ロッド部材5は、上述したように自重によってマンドレル4の先端部4a側に移動することで、下端部5aの一部をロッド開口部4fから外部に突き出すことができる。更に、ロッド部材5は、ウインチ16から引き出されるワイヤ15の引出量を調整することで、ロッド開口部4fから外部に突き出す突き出し量を容易に調整することができる。これにより、ロッド部材5は、共上がりしたドレーン部材2のアンカ部材3を押圧して軟弱地盤100中の所定の深さまで押し下げることができる。   Furthermore, as described above, the rod member 5 moves toward the tip portion 4a side of the mandrel 4 by its own weight, so that a part of the lower end portion 5a can be protruded to the outside from the rod opening 4f. Furthermore, the rod member 5 can easily adjust the amount of protrusion that protrudes to the outside from the rod opening 4f by adjusting the amount of the wire 15 drawn from the winch 16. Thereby, the rod member 5 can press down the anchor member 3 of the drain member 2 raised together to push down to a predetermined depth in the soft ground 100.

更に、このようなワイヤ15には、ウインチ16等によってバックテンションが付加されて、ワイヤ15が弛むことや絡むことが防止されている。更に、ワイヤ15は、ウインチ16の回転量を測定する測定装置等の測定部18によって、ウインチ16から引き出された引出量が測定されている。従って、作業者等は、打設作業時に、ワイヤ15の引出量を把握することで、ロッド部材5の軟弱地盤100中の位置(深さ)を容易に把握することができる。   Further, back tension is applied to such a wire 15 by a winch 16 or the like to prevent the wire 15 from being loosened or entangled. Further, the amount of the wire 15 pulled out from the winch 16 is measured by a measuring unit 18 such as a measuring device that measures the amount of rotation of the winch 16. Therefore, the operator or the like can easily grasp the position (depth) of the rod member 5 in the soft ground 100 by grasping the pull-out amount of the wire 15 during the placing work.

なお、ワイヤ15は、ウインチ16によってバックテンションが付加される他に、ワイヤ15の搬送をガイドする搬送ガイド部17等によってバックテンションが付加されるようにしても良い。更に、測定部18は、ウインチ16の回転量の他に、搬送ガイド部17の回転量やウインチ16から引き出されたワイヤ15の長さを直接測定することで、ワイヤ15の引出量を把握し、ロッド部材5の軟弱地盤100中の位置(深さ)を把握するようにしても良い。   Note that the back tension may be applied to the wire 15 by the conveyance guide portion 17 that guides the conveyance of the wire 15 in addition to the back tension applied by the winch 16. Further, the measuring unit 18 directly measures the rotation amount of the conveyance guide unit 17 and the length of the wire 15 drawn from the winch 16 in addition to the rotation amount of the winch 16, thereby grasping the drawing amount of the wire 15. The position (depth) of the rod member 5 in the soft ground 100 may be grasped.

なお、ロッド部材5は、円柱状に形成されることに限らず、楕円柱や角柱等、如何なる形状でも良い。   The rod member 5 is not limited to being formed in a cylindrical shape, and may have any shape such as an elliptical column or a rectangular column.

次に、打設装置1を用いた、ドレーン部材2を軟弱地盤100へ打設する打設作業について、図6を用いて説明をする。   Next, a placement operation for placing the drain member 2 on the soft ground 100 using the placement apparatus 1 will be described with reference to FIG.

先ず、ステップS1において、組立体14を形成する。具体的に、ドレーン部材2が巻き付けられたドラム状のリール10から、ドレーン部材2の下端部2bを引き出す。そして、リール10から引き出されたドレーン部材2の下端部2bを、マンドレル4の基端部4cの開口部4eからマンドレル4の内部4bに挿入し、マンドレル4の内部4bを挿通させて、マンドレル4の先端部4aのドレーン開口部4dから露出させる。そして、図5に示すように、ドレーン開口部4dから露出されたドレーン部材2の下端部2bを、アンカ部材3の連結口3cに挿通させた後に折り返して、このドレーン部材2の下端部2bと連結部3bを挟んで対向されるドレーン部材2にステイプラ等の締結部材13で締結する。これにより、ドレーン部材2は、先端部2aにおいて、アンカ部材3と連結される。   First, in step S1, the assembly 14 is formed. Specifically, the lower end 2b of the drain member 2 is pulled out from the drum-shaped reel 10 around which the drain member 2 is wound. Then, the lower end portion 2b of the drain member 2 drawn out from the reel 10 is inserted into the inside 4b of the mandrel 4 from the opening 4e of the base end portion 4c of the mandrel 4, and the inside 4b of the mandrel 4 is inserted, so that the mandrel 4 It exposes from the drain opening part 4d of the front-end | tip part 4a. Then, as shown in FIG. 5, the lower end 2b of the drain member 2 exposed from the drain opening 4d is passed through the connecting port 3c of the anchor member 3, and then folded back to the lower end 2b of the drain member 2. It fastens with the fastening member 13, such as a stapler, to the drain member 2 which opposes on both sides of the connection part 3b. Thereby, the drain member 2 is connected with the anchor member 3 in the front-end | tip part 2a.

そして、アンカ部材3と先端部2aにおいて連結されたドレーン部材2をリール10によって巻き取り、図1に示すように、アンカ部材3を、マンドレル4の先端部4aの外側に配置する。更に、ロッド部材5を、マンドレル4の基端部4cの開口部4eから挿入して、マンドレル4の内部4bに設ける。このとき、ロッド部材5は、下端部5aがマンドレル4の先端部4aのロッド開口部4fに挿通され、マンドレル4の先端部4aと面一になるように設けられる。以上のようにして、マンドレル4は、アンカ部材3が先端部4aの外側に配置され、アンカ部材3と先端部2aが連結されたドレーン部材2が内部4bに挿通され、ロッド部材5が内部4bに収納された組立体14となる。   Then, the drain member 2 connected to the anchor member 3 at the distal end portion 2 a is wound up by the reel 10, and the anchor member 3 is disposed outside the distal end portion 4 a of the mandrel 4 as shown in FIG. 1. Further, the rod member 5 is inserted from the opening 4 e of the base end portion 4 c of the mandrel 4 and provided in the inside 4 b of the mandrel 4. At this time, the rod member 5 is provided such that the lower end portion 5 a is inserted into the rod opening 4 f of the tip portion 4 a of the mandrel 4 and is flush with the tip portion 4 a of the mandrel 4. As described above, in the mandrel 4, the anchor member 3 is disposed outside the distal end portion 4a, the drain member 2 in which the anchor member 3 and the distal end portion 2a are connected is inserted into the inner 4b, and the rod member 5 is inserted into the inner 4b. The assembly 14 is housed in the housing.

次いで、ステップS2において、マンドレル4の組立体14を打設する。具体的に、図7(A)に示すように、マンドレル4の組立体14を、所定の打設位置で、アンカ部材3を挿入端として、アンカ部材3(ドレーン部材2の先端部2a)が軟弱地盤100の地表面101から軟弱地盤100中の所定の深さまで打設する。この際、マンドレル4は、打設機21によって、軟弱地盤100に打設される。マンドレル4の内部4bに収納されているロッド部材5は、自重による移動速度がマンドレル4の打設速度と略同じになるように、ウインチ16によって、マンドレル4と共に軟弱地盤100内に降ろされる。このとき、アンカ部材3(ドレーン部材2の先端部2a)の地表面101からの深さは、打設機21の打設機構21aのフリクションローラの回転量や、測定部12によって測定されたドレーン部材2の引出量や、測定部18によって測定されたワイヤ15の引出量等から把握する。   Next, in step S2, the assembly 14 of the mandrel 4 is driven. Specifically, as shown in FIG. 7 (A), the assembly 14 of the mandrel 4 is placed at a predetermined driving position, with the anchor member 3 as an insertion end, and the anchor member 3 (the distal end portion 2a of the drain member 2). Driving is performed from the ground surface 101 of the soft ground 100 to a predetermined depth in the soft ground 100. At this time, the mandrel 4 is driven on the soft ground 100 by the driving machine 21. The rod member 5 housed in the inside 4 b of the mandrel 4 is lowered into the soft ground 100 together with the mandrel 4 by the winch 16 so that the moving speed due to its own weight is substantially the same as the driving speed of the mandrel 4. At this time, the depth of the anchor member 3 (the tip 2a of the drain member 2) from the ground surface 101 is determined by the rotation amount of the friction roller of the driving mechanism 21a of the driving machine 21 or the drain measured by the measuring unit 12. It grasps | ascertains from the drawing amount of the member 2, the drawing amount of the wire 15 measured by the measurement part 18, etc.

次いで、ステップS3において、マンドレル4の引き上げを行う。具体的に、図7(B)に示すように、打設機21によってマンドレル4だけを所定の距離だけ引き上げる。すると、ロッド部材5は、マンドレル4が引き上げられるのに伴い、マンドレル4のロッド開口部4fから外部に突き出され、下端部5aがアンカ部材3を押圧した状態となり、ドレーン部材2を軟弱地盤100中の所定の深さに留める。この際、マンドレル4が引き上げられることによって形成されたアンカ部材3とマンドレル4との間の空間部には、周囲から土が侵入して埋め戻される。そして、マンドレル4が所定の距離まで引き上げられた後に、図7(C)に示すように、ロッド部材5がウインチ16によって引き上げられて、マンドレル4の内部4bに収納される。   Next, in step S3, the mandrel 4 is pulled up. Specifically, as shown in FIG. 7B, only the mandrel 4 is pulled up by a predetermined distance by the driving machine 21. Then, as the mandrel 4 is pulled up, the rod member 5 protrudes to the outside from the rod opening 4f of the mandrel 4, and the lower end portion 5a presses the anchor member 3, so that the drain member 2 is placed in the soft ground 100. To a predetermined depth. At this time, the space between the anchor member 3 and the mandrel 4 formed by pulling up the mandrel 4 is filled with soil from the surroundings. Then, after the mandrel 4 is pulled up to a predetermined distance, the rod member 5 is pulled up by the winch 16 and stored in the inside 4b of the mandrel 4 as shown in FIG.

次いで、ステップS4において、ドレーン部材2の共上がりの有無を検出する。具体的に、ロッド部材5が軟弱地盤100中の所定の深さから引き上げられている際に、測定部12によってドレーン部材2の引出量の変化を検出することで、ドレーン部材2の共上がりの有無を検出する。   Next, in step S4, it is detected whether the drain member 2 is raised together. Specifically, when the rod member 5 is pulled up from a predetermined depth in the soft ground 100, the change in the amount of the drain member 2 is detected by the measuring unit 12, so Detect the presence or absence.

ここで、図8(A)及び図8(B)は、アンカ部材3(ドレーン部材2の先端部2a)、マンドレル4、ロッド部材5の軟弱地盤100中の位置(深さ)の時間に対する軌跡を示している。縦軸は、軟弱地盤100中の深さを示し、横軸は、時間を示している。更に、縦軸上のH1は、軟弱地盤100の地表面101を示し、H2は、打設予定の軟弱地盤100中の所定の深さを示している。更に、L1(破線)は、測定部12によってリール10から引き出されたドレーン部材2の引出量から導き出されたアンカ部材2(ドレーン部材2の先端部2a)の軟弱地盤100中の位置(深さ)の時間に対する軌跡を示している。L2(細い実線)は、打設機21の打設機構21aのフリクションローラの回転量から導き出されたマンドレル4の軟弱地盤100中の位置(深さ)の時間に対する軌跡を示している。L3(太い実線)は、測定部18によってウインチ16から引き出されたワイヤ15の引出量から導き出されたロッド部材5の軟弱地盤100中の位置(深さ)の時間に対する軌跡を示している。   Here, FIGS. 8A and 8B show the locus of the position (depth) of the anchor member 3 (the tip 2a of the drain member 2), the mandrel 4, and the rod member 5 in the soft ground 100 with respect to time. Is shown. The vertical axis indicates the depth in the soft ground 100, and the horizontal axis indicates time. Furthermore, H1 on the vertical axis indicates the ground surface 101 of the soft ground 100, and H2 indicates a predetermined depth in the soft ground 100 to be placed. Furthermore, L1 (broken line) indicates the position (depth) of the anchor member 2 (the distal end portion 2a of the drain member 2) derived from the amount of the drain member 2 drawn from the reel 10 by the measuring unit 12 in the soft ground 100. ) Shows the locus with respect to time. L2 (thin solid line) indicates a locus with respect to time of the position (depth) of the mandrel 4 in the soft ground 100, which is derived from the rotation amount of the friction roller of the driving mechanism 21a of the driving machine 21. L3 (thick solid line) indicates a locus with respect to time of the position (depth) of the rod member 5 in the soft ground 100 derived from the amount of the wire 15 drawn from the winch 16 by the measuring unit 18.

そして、図8(A)に示すように、ロッド部材5が軟弱地盤100中の所定の深さから地表面101に引き抜かれるまでの間(t1)にアンカ部材3(ドレーン部材2の先端部2a)の深さに変化がなかった場合には、ドレーン部材2が共上がりしなかったと判断し、ステップS6に進む。また、図8(B)中の軌跡L1aに示すように、アンカ部材3の深さに変化があった場合には、図7(C)の矢印Aに示すように、ドレーン部材2が共上がりしたと判断する。この場合には、ステップS5に進み、共上がりしたドレーン部材2を修正する。   Then, as shown in FIG. 8A, the anchor member 3 (the distal end portion 2a of the drain member 2) until the rod member 5 is pulled out from the predetermined depth in the soft ground 100 to the ground surface 101 (t1). If there is no change in the depth of), it is determined that the drain member 2 has not risen together, and the process proceeds to step S6. Further, as shown by a locus L1a in FIG. 8B, when there is a change in the depth of the anchor member 3, the drain member 2 rises together as shown by an arrow A in FIG. 7C. Judge that In this case, the process proceeds to step S5, and the drain member 2 raised together is corrected.

次いで、ステップS5において、共上がりしたドレーン部材2を修正する。具体的に、図7(B)に示すように、ウインチ16を駆動させてワイヤ15を引き出し、ロッド部材5を自重によってマンドレル4の先端部4a側に移動させて、ロッド部材5の下端部5a側の一部をマンドレル4の先端部4aのロッド開口部4fから突き出す。そして、ロッド部材5によってアンカ部材3を軟弱地盤100中の所定の深さまで押し下げる。これにより、図7(B)及び図8(B)中の軌跡L1bに示すように、ドレーン部材2の先端部2aは、共上がりした位置から、再度、軟弱地盤100中の所定の深さの位置に配置される。   Next, in step S5, the co-raised drain member 2 is corrected. Specifically, as shown in FIG. 7B, the winch 16 is driven to pull out the wire 15, and the rod member 5 is moved to the distal end 4a side of the mandrel 4 by its own weight, so that the lower end 5a of the rod member 5 is obtained. A part of the side protrudes from the rod opening 4 f of the tip 4 a of the mandrel 4. Then, the anchor member 3 is pushed down to a predetermined depth in the soft ground 100 by the rod member 5. As a result, as indicated by a locus L1b in FIGS. 7B and 8B, the tip 2a of the drain member 2 is again at a predetermined depth in the soft ground 100 from the joint position. Placed in position.

そして、図7(C)に示すように、ロッド部材5をウインチ16によって引き上げて、マンドレル4の内部4bに収納する。そして、マンドレル4を打設機21によって引き上げて軟弱地盤100中から引き抜くと共に、マンドレル4と共に、ロッド部材5をウインチ16によって引き上げる。   Then, as shown in FIG. 7C, the rod member 5 is pulled up by the winch 16 and stored in the inside 4 b of the mandrel 4. Then, the mandrel 4 is pulled up by the driving machine 21 and pulled out from the soft ground 100, and the rod member 5 is pulled up by the winch 16 together with the mandrel 4.

そして、ロッド部材5をマンドレル4の内部4bに収納してから地表面101に引き抜くまでの間、例えば、ロッド部材5の長さ以上マンドレル4が引き上げられた後に、アンカ部材3(ドレーン部材2の先端部2a)の深さに変化があった場合には、ドレーン部材2が共上がりしたと判断し、共上がりしたドレーン部材2を修正する。具体的に、マンドレル4及びロッド部材5の引き上げを停止する。そして、ウインチ16を駆動させてワイヤ15を引き出し、ロッド部材5を自重によってマンドレル4の先端部4a側に移動させて、ロッド部材5をマンドレル4の先端部4aのロッド開口部4fから突き出す。そして、ロッド部材5によってアンカ部材3を軟弱地盤100中の所定の深さまで押し下げる。これにより、図8(B)中の軌跡L1cに示すように、ドレーン部材2の先端部2aは、共上がりした位置から、再度、軟弱地盤100中の所定の深さの位置に配置される。即ち、ロッド部材5の長さ以上マンドレル4が引き上げられても、マンドレル4を再度下降させることなく、ロッド部材5によってアンカ部材3を軟弱地盤100中の所定の深さまで押し下げることができる。   Then, after the rod member 5 is housed in the inside 4b of the mandrel 4 and pulled out to the ground surface 101, for example, after the mandrel 4 is pulled up by the length of the rod member 5, the anchor member 3 (the drain member 2) If there is a change in the depth of the tip 2a), it is determined that the drain member 2 has risen together, and the drain member 2 that has risen together is corrected. Specifically, the lifting of the mandrel 4 and the rod member 5 is stopped. Then, the winch 16 is driven to pull out the wire 15, the rod member 5 is moved by its own weight to the distal end portion 4 a side of the mandrel 4, and the rod member 5 is projected from the rod opening 4 f of the distal end portion 4 a of the mandrel 4. Then, the anchor member 3 is pushed down to a predetermined depth in the soft ground 100 by the rod member 5. Thereby, as indicated by a locus L1c in FIG. 8B, the distal end portion 2a of the drain member 2 is disposed again at a predetermined depth in the soft ground 100 from the joint position. That is, even if the mandrel 4 is pulled up by the length of the rod member 5, the anchor member 3 can be pushed down to a predetermined depth in the soft ground 100 by the rod member 5 without lowering the mandrel 4 again.

そして、ロッド部材5をウインチ16によって引き上げて、マンドレル4の内部4bに収納する。そして、図7(D)に示すように、マンドレル4を打設機21によって引き上げて軟弱地盤100中から引き抜くと共に、マンドレル4と共に、ロッド部材5をウインチ16によって引き上げて、軟弱地盤100中から引き抜き、ステップS6に進む。なお、ロッド部材5をマンドレル4の内部4bに収納することなく、ロッド部材5が突き出た状態のままで、マンドレル4及びロッド部材5を軟弱地盤100中から引き抜くようにしても良い。   Then, the rod member 5 is pulled up by the winch 16 and stored in the inside 4 b of the mandrel 4. 7D, the mandrel 4 is pulled up by the driving machine 21 and pulled out from the soft ground 100. The mandrel 4 and the rod member 5 are pulled up by the winch 16 and pulled out from the soft ground 100. The process proceeds to step S6. Note that the mandrel 4 and the rod member 5 may be pulled out from the soft ground 100 while the rod member 5 is protruding without being housed in the inside 4 b of the mandrel 4.

次いで、ステップS6において、ドレーン部材2の上端部2cを、地表面101から所定の長さ臨むように切断する。以上のようにして打設されたドレーン部材2は、アンカ部材3が連結された先端部2aが軟弱地盤100中の所定の深さに位置し、上端部2cが地表面101から所定の長さ臨むように埋設されている。そして、以後、新たな打設位置に移動し、ドレーン部材2を所定本数打設するまで、ステップS1〜ステップS6の工程を順に繰り返す。そして、ドレーン部材2を所定本数打設すると、打設作業は完了する。   Next, in step S6, the upper end portion 2c of the drain member 2 is cut so as to face a predetermined length from the ground surface 101. In the drain member 2 placed as described above, the tip 2a to which the anchor member 3 is connected is located at a predetermined depth in the soft ground 100, and the upper end 2c is a predetermined length from the ground surface 101. It is buried to face. Thereafter, the process of step S1 to step S6 is repeated in order until it moves to a new placement position and places a predetermined number of drain members 2. Then, when a predetermined number of drain members 2 are driven, the driving operation is completed.

そして、打設作業の完了後、ドレーン部材2を用いて、軟弱地盤100の水分等を排出して地盤を圧密し、地盤改良が行われる。   Then, after the placement work is completed, the drainage member 2 is used to discharge moisture and the like of the soft ground 100 to consolidate the ground, and the ground is improved.

なお、ステップS3において、マンドレル4を引き上げる際にドレーン部材2が共上がりしないように、ロッド部材5によってアンカ部材3を押圧しているが、これに限定されるものではなく、組立体14を打設後、ロッド部材5によってアンカ部材3を押圧することなく、マンドレル4及びロッド部材5を共に引き上げるようにしても良い。この場合、ステップS4において、マンドレル4及びロッド部材5が引き上げられている際のドレーン部材2の共上がりの有無を検出し、ドレーン部材2が共上がりしたとき、マンドレル4及びロッド部材5の引き上げを停止する。そして、ステップS5において、ロッド部材5によって共上がりしたドレーン部材2を修正するようにする。このような打設方法によれば、マンドレル4の引き上げる際にドレーン部材2が共上がりしないようにロッド部材5によってアンカ部材3を押圧する時間を短縮することができるので、作業時間を短縮することができる。   In step S3, the anchor member 3 is pressed by the rod member 5 so that the drain member 2 does not rise together when the mandrel 4 is pulled up, but the present invention is not limited to this. After installation, the mandrel 4 and the rod member 5 may be lifted together without pressing the anchor member 3 with the rod member 5. In this case, in step S4, it is detected whether or not the drain member 2 is lifted up when the mandrel 4 and the rod member 5 are pulled up. When the drain member 2 is lifted up, the mandrel 4 and the rod member 5 are lifted up. Stop. In step S5, the drain member 2 raised together by the rod member 5 is corrected. According to such a driving method, the time for pressing the anchor member 3 by the rod member 5 can be shortened so that the drain member 2 does not rise together when the mandrel 4 is pulled up, thereby shortening the working time. Can do.

更に、図1に示すように、測定部12、測定部18、打設機21の打設機構21a及びウインチ16に接続され、測定部12、測定部18及び打設機21の打設機構21aで測定された測定結果が入力される例えばコンピュータ等で構成された制御部19を設け、この制御部19によって、ステップS2からステップS5の工程を自動的に行うようにしても良い。   Further, as shown in FIG. 1, the measuring unit 12, the measuring unit 18, the driving mechanism 21 a of the driving machine 21, and the winch 16 are connected to the measuring unit 12, the measuring unit 18, and the driving mechanism 21 a of the driving machine 21. For example, a control unit 19 configured by a computer or the like to which the measurement result measured in step S1 is input may be provided, and the control unit 19 may automatically perform steps S2 to S5.

例えば、制御部19は、ステップS2において、測定部12、測定部18及び打設機20の打設機構21aの測定結果に基づいて、打設機21の打設機構21a及びウインチ16を駆動させて、組立体14を軟弱地盤100中の所定の深さまで打設する。そして、制御部19は、ステップS3において、打設機21の打設機構21a及びウインチ16を駆動させて、マンドレル4及びロッド部材5を引き上げる。そして、制御部19は、ステップS4において、測定部12の測定結果に基づいて、アンカ部材3(ドレーン部材2の先端部2a)の深さの変化量が予め内部メモリに設定された閾値以上になったときに、ドレーン部材2が共上がりしたものと判断する。そして、制御部19は、ステップS5において、測定部12及び測定部18の測定結果に基づいて、ウインチ16を駆動させて、ロッド部材5によってアンカ部材3を軟弱地盤100の所定の深さまで押し下げて、ドレーン部材2を軟弱地盤100の所定の深さに配置する。そして、制御部19は、打設機21の打設機構21a及びウインチ16を駆動させて、マンドレル4及びロッド部材5を軟弱地盤100中から引き抜く。   For example, in step S <b> 2, the control unit 19 drives the placement mechanism 21 a and the winch 16 of the placement machine 21 based on the measurement results of the measurement unit 12, the measurement unit 18, and the placement mechanism 21 a of the placement machine 20. Then, the assembly 14 is driven to a predetermined depth in the soft ground 100. In step S3, the controller 19 drives the driving mechanism 21a and the winch 16 of the driving machine 21 to pull up the mandrel 4 and the rod member 5. In step S4, the control unit 19 determines that the amount of change in the depth of the anchor member 3 (the distal end portion 2a of the drain member 2) is greater than or equal to a threshold value set in advance in the internal memory based on the measurement result of the measurement unit 12. When this happens, it is determined that the drain member 2 has risen together. In step S5, the control unit 19 drives the winch 16 based on the measurement results of the measurement unit 12 and the measurement unit 18, and pushes the anchor member 3 down to a predetermined depth of the soft ground 100 by the rod member 5. The drain member 2 is disposed at a predetermined depth of the soft ground 100. Then, the control unit 19 drives the driving mechanism 21 a and the winch 16 of the driving machine 21 to pull out the mandrel 4 and the rod member 5 from the soft ground 100.

以上のように、本発明に係る打設装置1は、アンカ部材3がマンドレル4の先端部4aに配置され、このアンカ部材3と先端部2aにおいて連結されたドレーン部材2がマンドレル4の内部4bに挿通され、ロッド部材5がマンドレル4の内部4bに収納された状態の組立体14を、アンカ部材3を挿入端として、軟弱地盤100中の所定の深さまで打設し、マンドレル4及びロッド部材5を軟弱地盤100中から引き抜くことで、アンカ部材3が先端部2aに連結されたドレーン部材2を軟弱地盤100中の所定の深さに打設することができる。   As described above, in the placement device 1 according to the present invention, the anchor member 3 is disposed at the distal end portion 4a of the mandrel 4, and the drain member 2 connected to the anchor member 3 at the distal end portion 2a is the interior 4b of the mandrel 4. The assembly 14 in a state where the rod member 5 is accommodated in the inside 4b of the mandrel 4 is driven to a predetermined depth in the soft ground 100 with the anchor member 3 as an insertion end, and the mandrel 4 and the rod member By pulling 5 out of the soft ground 100, the drain member 2 in which the anchor member 3 is connected to the tip 2a can be driven to a predetermined depth in the soft ground 100.

更に、本発明に係る打設装置1は、マンドレル4又はロッド部材5を軟弱地盤100中から引き上げる際にドレーン部材2が共上がりしても、ウインチ16を駆動させてワイヤ15を引き出し、ロッド部材5を、自重によってマンドレル4の先端部4a側に移動させて、マンドレル4の先端部4aのロッド開口部4fから突き出して、アンカ部材3を軟弱地盤100中の所定の深さまで押し下げることができる。従って、本発明に係る打設装置1は、ドレーン部材2を確実に軟弱地盤100中の所定の深さまで打設することができる。   Furthermore, even if the drain member 2 rises together when the mandrel 4 or the rod member 5 is pulled up from the soft ground 100, the driving device 1 according to the present invention drives the winch 16 to pull out the wire 15 and pull out the rod member. 5 is moved to the front end 4 a side of the mandrel 4 by its own weight, protrudes from the rod opening 4 f of the front end 4 a of the mandrel 4, and the anchor member 3 can be pushed down to a predetermined depth in the soft ground 100. Therefore, the placing device 1 according to the present invention can reliably place the drain member 2 to a predetermined depth in the soft ground 100.

更に、本発明に係る打設装置1は、ウインチ16がマンドレル4の外に設けられ、更に、マンドレル4を駆動する打設機21の打設機構21aと独立し、マンドレル4と独立してロッド部材5を駆動することができる。従って、本発明に係る打設装置1は、ドレーン部材2の共上がりを修正する場合に、マンドレル4を再度下方へ移動させる必要がないので、従来よりも作業性に優れ、工期を短縮することができ、経済性に優れている。   Furthermore, the driving device 1 according to the present invention has a winch 16 provided outside the mandrel 4, and is independent of the driving mechanism 21 a of the driving machine 21 that drives the mandrel 4 and independent of the mandrel 4. The member 5 can be driven. Therefore, the placement device 1 according to the present invention does not need to move the mandrel 4 downward again when correcting the joint rise of the drain member 2, so that the workability is improved and the construction period is shortened. Can be economical.

更に、本発明に係る打設装置1は、ロッド部材5を駆動するウインチ16がマンドレル4の外に設けられているので、マンドレル4の内部の構造を簡単にすることができ、経済的に優れている。   Furthermore, since the driving device 1 according to the present invention has the winch 16 for driving the rod member 5 provided outside the mandrel 4, the internal structure of the mandrel 4 can be simplified and economically excellent. ing.

更に、本発明に係る打設装置1は、ウインチ16から引き出されたワイヤ15の引出量に応じて、ロッド部材5のマンドレル4の先端部4aのロッド開口部4fから突き出す突き出し量が決まるので、ワイヤ15の引出量を調整することで、容易にロッド部材5の突き出し量を調整することができる。即ち、本発明に係る打設装置1は、マンドレル4の位置に依存しないで、ロッド部材5を、マンドレル4の先端部4aのロッド開口部4fから所望の突き出し量突き出して、アンカ部材3を軟弱地盤100中の所定の深さまで押し下げることができる。   Furthermore, in the placing device 1 according to the present invention, the amount of protrusion protruding from the rod opening 4f of the tip portion 4a of the mandrel 4 of the rod member 5 is determined according to the amount of extraction of the wire 15 drawn from the winch 16. By adjusting the drawing amount of the wire 15, the protruding amount of the rod member 5 can be easily adjusted. That is, the driving device 1 according to the present invention projects the rod member 5 from the rod opening 4f of the tip portion 4a of the mandrel 4 and projects the anchor member 3 softly without depending on the position of the mandrel 4. It can be pushed down to a predetermined depth in the ground 100.

なお、図9に示すように、マンドレル4の先端部4a側は、打設中に軟弱地盤100に対する抵抗を抑えるために、先端部4a側に向かうにつれて次第に縮径されるようにしても良い。このとき、ロッド開口部4fを傾斜部4gに設けるようにしても良い。   In addition, as shown in FIG. 9, you may make it the diameter of the front-end | tip part 4a side of the mandrel 4 reduce gradually as it goes to the front-end | tip part 4a side, in order to suppress the resistance with respect to the soft ground 100 during placement. At this time, the rod opening 4f may be provided in the inclined portion 4g.

更に、アンカ部材3は、図3に示すように、連結部3bを本体部3aの幅方向の略中央部に形成し、本体部3aによって、ドレーン開口部4dとこのドレーン開口部4dの幅方向に隣接するマンドレル4の先端部4aの両端部とを覆うことに限定されるものではない。アンカ部材3は、図10に示すように、連結部3bを本体部3aの幅方向の略中央部よりも幅方向の一端部側に形成し、本体部3aによって、ドレーン開口部4dとこのドレーン開口部4dの幅方向に隣接してロッド開口部4fが形成されたマンドレル4の先端部4aの一端部だけを覆うようにしても良い。このようなアンカ部材3は、ドレーン開口部4dの幅方向に隣接するマンドレル4の先端部4aの他端部を覆わない分、本体部3aの幅方向の長さを短くすることができ、経済性に優れている。   Further, as shown in FIG. 3, the anchor member 3 has a connecting portion 3b formed at a substantially central portion in the width direction of the main body portion 3a, and the main body portion 3a allows the drain opening portion 4d and the drain opening portion 4d in the width direction. It is not limited to covering the both ends of the front-end | tip part 4a of the mandrel 4 adjacent to. As shown in FIG. 10, the anchor member 3 is formed with the connecting portion 3b on one end side in the width direction rather than the substantially central portion in the width direction of the main body portion 3a, and the drain opening 4d and the drain are formed by the main body portion 3a. You may make it cover only the one end part of the front-end | tip part 4a of the mandrel 4 in which the rod opening part 4f was formed adjacent to the width direction of the opening part 4d. Such an anchor member 3 can reduce the length in the width direction of the main body portion 3a because it does not cover the other end portion of the tip portion 4a of the mandrel 4 adjacent in the width direction of the drain opening 4d. Excellent in properties.

更に、ロッド部材5は、マンドレル4の内部4bにおいて、ドレーン部材2の一主面側に1個設けることに限定されるものではなく、例えば、ドレーン部材2の両主面側に各1個、一主面側に複数個又は両主面側に複数個設けるようにしても良い。このとき、各ロッド部材5をウインチ16で独立して駆動できるようにしても良い。これにより、ロッド部材5は、共上がりしたドレーン部材2のアンカ部材3を押圧して軟弱地盤100中の所定の深さまで押し下げることに加え、共上がりの際に傾いたアンカ部材3を水平となるように修正することができる。更に、ロッド部材5は、下端部5a側が複数個に分離されているようなものでも良い。   Furthermore, the rod member 5 is not limited to being provided on the one main surface side of the drain member 2 in the inside 4 b of the mandrel 4, for example, one on each main surface side of the drain member 2, A plurality of them may be provided on one principal surface side or a plurality of them on both principal surface sides. At this time, each rod member 5 may be driven independently by the winch 16. As a result, the rod member 5 presses the anchor member 3 of the drain member 2 raised together and pushes it down to a predetermined depth in the soft ground 100, and also makes the anchor member 3 tilted during the rise upward become horizontal. Can be modified as follows. Further, the rod member 5 may be such that the lower end portion 5a side is separated into a plurality of pieces.

更に、図11に示すように、マンドレル4の内部4bに、ロッド部材5の移動をガイドするガイド部材20を設けるようにしても良い。このガイド部材20は、例えば、ブラケット等で構成され、ロッド部材5が挿通されている。更に、ガイド部材20は、下端部5aがマンドレル4の先端部4aと面一になるようにロッド部材5がマンドレル4の内部4bに収納された際に、ロッド部材5の下端部5a近傍と上端部5b近傍に対応する位置にそれぞれ設けられている。即ち、ガイド部材20は、ロッド部材5の下端部5a近傍に対応する位置に設けられた下端ガイド部材20aとロッド部材5の上端部5b近傍に対応する位置に設けられた上端ガイド部材20bとで構成されている。このようなガイド部材20は、ロッド部材5の移動をガイドすると共に、ロッド部材5を支持して、ロッド部材5のふらつきを防止する。   Furthermore, as shown in FIG. 11, a guide member 20 that guides the movement of the rod member 5 may be provided in the inside 4 b of the mandrel 4. This guide member 20 is comprised by the bracket etc., for example, and the rod member 5 is penetrated. Further, when the rod member 5 is housed in the inner part 4b of the mandrel 4 so that the lower end part 5a is flush with the tip part 4a of the mandrel 4, the guide member 20 has a lower end part 5a vicinity and an upper end part. It is provided at a position corresponding to the vicinity of the portion 5b. That is, the guide member 20 includes a lower end guide member 20a provided at a position corresponding to the vicinity of the lower end portion 5a of the rod member 5 and an upper end guide member 20b provided at a position corresponding to the vicinity of the upper end portion 5b of the rod member 5. It is configured. Such a guide member 20 guides the movement of the rod member 5 and supports the rod member 5 to prevent the rod member 5 from wobbling.

更に、ガイド部材20を、ロッド部材5の上端部5bよりも基端部4c側のマンドレル4の内部4bに設け、ワイヤ15が挿通されるようにしても良い。これにより、ガイド部材20は、ワイヤ15とドレーン部材2とが接触し、ドレーン部材2の傷付きを防止することができる。   Furthermore, the guide member 20 may be provided in the inside 4b of the mandrel 4 on the base end portion 4c side with respect to the upper end portion 5b of the rod member 5, and the wire 15 may be inserted therethrough. Thereby, the guide member 20 can prevent the wire 15 and the drain member 2 from contacting, and the drain member 2 can be prevented from being damaged.

更に、ロッド部材5の外周面5cに、下端ガイド部材20a及び上端ガイド部材20bと係合する係合部5dを設けるようにしても良い。このとき、係合部5dは、下端ガイド部材20aと上端ガイド部材20bとの間に設けるようにする。   Furthermore, an engaging portion 5d that engages with the lower end guide member 20a and the upper end guide member 20b may be provided on the outer peripheral surface 5c of the rod member 5. At this time, the engaging portion 5d is provided between the lower end guide member 20a and the upper end guide member 20b.

これにより、下端ガイド部材20aは、ロッド部材5がマンドレル4の先端部4a側に移動した際に、係合部5dと係合することで、ロッド部材5がマンドレル4の先端部4aから脱落することを防止する。即ち、下端ガイド部材20aは、ロッド部材5の脱落防止部として機能する。更に、上端ガイド部材20bは、ロッド部材5がマンドレル4の基端部4c側に移動した際に、係合部5dと係合することで、マンドレル4の基端部4c側の移動を規制し、ガイド部材20から抜け出ることを防止する。即ち、上端ガイド部材20bは、ロッド部材5の抜け止め部として機能する。   Thereby, when the rod member 5 moves to the front end portion 4a side of the mandrel 4, the lower end guide member 20a is engaged with the engaging portion 5d, so that the rod member 5 is detached from the front end portion 4a of the mandrel 4. To prevent that. That is, the lower end guide member 20 a functions as a drop-off preventing portion for the rod member 5. Furthermore, the upper end guide member 20b regulates the movement of the mandrel 4 on the base end part 4c side by engaging with the engaging part 5d when the rod member 5 moves to the base end part 4c side of the mandrel 4. The slipping out of the guide member 20 is prevented. That is, the upper end guide member 20 b functions as a retaining portion for the rod member 5.

更に、上端ガイド部材20bは、組立体14を打設する際に、ロッド部材5の係合部5dと係合することで、打設機21によって、マンドレル4を打設すると共にロッド部材5を下降させることができる。   Further, the upper end guide member 20b is engaged with the engaging portion 5d of the rod member 5 when the assembly 14 is driven, so that the mandrel 4 is driven and the rod member 5 is moved by the driving machine 21. Can be lowered.

なお、ガイド部材20は、下端ガイド部材20aと上端ガイド部材20bとで構成されることに限定されるものではなく、下端ガイド部材20aだけを設けるようにしても良く、上端ガイド部材20bだけを設けるようにしても良い。更に、ガイド部材20は、パイプ等の筒状部材で構成されるようにしても良い。   The guide member 20 is not limited to the lower end guide member 20a and the upper end guide member 20b, and only the lower end guide member 20a may be provided, or only the upper end guide member 20b is provided. You may do it. Furthermore, the guide member 20 may be configured by a tubular member such as a pipe.

1 打設装置、2 ドレーン部材、2a 先端部、2b 下端部、2c 上端部、3 アンカ部材、3a 本体部、3b 連結部、3c 連結口、4 マンドレル、4a 先端部、4b 内部、4c 基端部、4d ドレーン開口部、4e 開口部、4f ロッド開口部、4g 傾斜部、5 ロッド部材、5a 下端部、5b 上端部、5c 外周面、5d 係合部、6a 芯材、6b フィルタ、6c 中空部、9 通水路、10 リール、11 搬送ガイド部、12 測定部、13 締結部材、14 組立体、15 ワイヤ、16 ウインチ、17 搬送ガイド部、18 測定部、19 制御部、20 ガイド部材、20a 下端ガイド部材、20b 上端ガイド部材、21 打設機、21a、打設機構、100 軟弱地盤、101 地表面 DESCRIPTION OF SYMBOLS 1 Placing device, 2 drain member, 2a tip part, 2b lower end part, 2c upper end part, 3 anchor member, 3a main body part, 3b connection part, 3c connection port, 4 mandrel, 4a tip part, 4b inside, 4c base end Part, 4d drain opening part, 4e opening part, 4f rod opening part, 4g inclined part, 5 rod member, 5a lower end part, 5b upper end part, 5c outer peripheral surface, 5d engagement part, 6a core material, 6b filter, 6c hollow Part, 9 water passage, 10 reel, 11 transport guide part, 12 measuring part, 13 fastening member, 14 assembly, 15 wire, 16 winch, 17 transport guide part, 18 measuring part, 19 control part, 20 guide member, 20a Lower end guide member, 20b Upper end guide member, 21 Placing machine, 21a, Placing mechanism, 100 Soft ground, 101 Ground surface

Claims (10)

軟弱地盤中の水分を透過するドレーン部材と、
上記ドレーン部材の先端部に連結されるアンカ部材と、
上記アンカ部材が先端部に配置されると共に、上記ドレーン部材が内部に挿通されるマンドレルと、
上記マンドレルの内部に移動可能に設けられ、該マンドレルから突き出して上記アンカ部材を押圧するロッド部材とを備え、
上記アンカ部材が先端部に配置され、上記ドレーン部材が内部に挿通され、上記ロッド部材が内部に収納された状態の上記マンドレルを、該アンカ部材を挿入端として、軟弱地盤中の所定の深さまで打設し、該軟弱地盤中の所定の深さまで打設されたマンドレル及びロッド部材を、軟弱地盤中の所定の深さから引き上げて軟弱地盤中から引き抜き、該ドレーン部材を軟弱地盤中の所定の深さまで打設し、
上記ドレーン部材を軟弱地盤中の所定の深さまで打設する際に該ドレーン部材が共上がりした場合、上記ロッド部材を、上記マンドレルから突き出して上記アンカ部材を軟弱地盤中の所定の深さまで押し下げて、該ドレーン部材を軟弱地盤中の所定の深さまで打設することを特徴とするドレーン部材の打設装置。
A drain member that penetrates moisture in soft ground;
An anchor member coupled to the tip of the drain member;
The anchor member is disposed at the distal end, and the mandrel into which the drain member is inserted,
A rod member that is movably provided inside the mandrel and protrudes from the mandrel and presses the anchor member;
The anchor member is disposed at the distal end portion, the drain member is inserted into the inside, and the mandrel in a state in which the rod member is housed therein is used as the insertion end to the predetermined depth in the soft ground. The mandrel and the rod member, which have been driven to a predetermined depth in the soft ground, are pulled up from the predetermined depth in the soft ground and pulled out from the soft ground, and the drain member is pulled out to a predetermined depth in the soft ground. Driving to depth,
When the drain member rises together when driving the drain member to a predetermined depth in the soft ground, the rod member protrudes from the mandrel and pushes the anchor member down to a predetermined depth in the soft ground. A drain member placing apparatus for placing the drain member to a predetermined depth in a soft ground.
上記マンドレルは、マンドレル駆動部によって移動され、上記ロッド部材は、ロッド駆動部によって移動されることを特徴とする請求項1記載のドレーン部材の打設装置。   2. The drain member driving device according to claim 1, wherein the mandrel is moved by a mandrel driving unit, and the rod member is moved by a rod driving unit. 上記ロッド駆動部は、上記マンドレルの外に設けられていることを特徴とする請求項2記載のドレーン部材の打設装置。   The drain member driving device according to claim 2, wherein the rod driving section is provided outside the mandrel. 上記ロッド駆動部は、ウインチであり、
上記ロッド部材は、上記ウインチから引き出されたワイヤによって、上記マンドレルの内部に吊り下げられており、該ウインチからワイヤが更に引き出されることで、自重によって該マンドレルから突き出すことを特徴とする請求項3記載のドレーン部材の打設装置。
The rod driving unit is a winch,
4. The rod member is suspended inside the mandrel by a wire drawn from the winch, and further protrudes from the mandrel by its own weight when the wire is further drawn from the winch. The drain member placing device according to claim.
上記ロッド部材は、上記マンドレルの内部に設けられたガイド部材にガイドされていることを特徴とする請求項1乃至請求項4のうち何れか1項記載のドレーン部材の打設装置。   The drain member driving device according to any one of claims 1 to 4, wherein the rod member is guided by a guide member provided inside the mandrel. 上記ロッド部材は、外周面に上記ガイド部材と係合する係合部を有し、
上記係合部は、上記ガイド部材と係合することで、上記ロッド部材の先端部側への移動を規制することを特徴とする請求項5記載のドレーン部材の打設装置。
The rod member has an engaging portion that engages with the guide member on an outer peripheral surface;
6. The apparatus for driving a drain member according to claim 5, wherein the engaging portion is engaged with the guide member to restrict movement of the rod member toward the tip end side.
上記ロッド部材は、外周面に上記ガイド部材と係合する係合部を有し、
上記係合部は、上記ガイド部材と係合することで、上記ロッド部材の基端部側への移動を規制することを特徴とする請求項5又は請求項6記載のドレーン部材の打設装置。
The rod member has an engaging portion that engages with the guide member on an outer peripheral surface;
7. The drain member placing device according to claim 5, wherein the engaging portion restricts movement of the rod member toward the proximal end portion by engaging with the guide member. .
上記ロッド部材は、上記ドレーン部材の一主面側に少なくとも1つ設けられていることを特徴とする請求項1乃至請求項7のうち何れか1項記載のドレーン部材の打設装置。   The drain member placing device according to any one of claims 1 to 7, wherein at least one rod member is provided on one main surface side of the drain member. 上記ロッド部材は、上記ドレーン部材の両主面側に少なくとも1つずつ設けられていることを特徴とする請求項1乃至請求項7のうち何れか1項記載のドレーン部材の打設装置。   The drain member placing device according to any one of claims 1 to 7, wherein at least one rod member is provided on each main surface side of the drain member. アンカ部材が先端部に配置され、軟弱地盤中の水分を透過し、該アンカ部材が先端部に連結されたドレーン部材が内部に挿通され、ロッド部材が内部に収納された状態のマンドレルを、該アンカ部材を挿入端として、軟弱地盤中の所定の深さまで打設し、該軟弱地盤中の所定の深さまで打設されたマンドレル及びロッド部材を、軟弱地盤中の所定の深さから引き上げて軟弱地盤中から引き抜き、該ドレーン部材を軟弱地盤中の所定の深さまで打設し、
上記ドレーン部材を軟弱地盤中の所定の深さまで打設する際に該ドレーン部材が共上がりした場合、上記ロッド部材を、上記マンドレルから突き出して上記アンカ部材を軟弱地盤中の所定の深さまで押し下げて、該ドレーン部材を軟弱地盤中の所定の深さまで打設することを特徴とするドレーン部材の打設方法。
An anchor member is disposed at the tip, allows moisture in the soft ground to pass through, a drain member connected to the tip is inserted into the inside, and the mandrel with the rod member housed therein is Using the anchor member as an insertion end, the anchor member is driven to a predetermined depth in the soft ground, and the mandrel and rod member driven to the predetermined depth in the soft ground are pulled up from the predetermined depth in the soft ground to soften Pull out from the ground, and drive the drain member to a predetermined depth in the soft ground,
When the drain member rises together when driving the drain member to a predetermined depth in the soft ground, the rod member protrudes from the mandrel and pushes the anchor member down to a predetermined depth in the soft ground. The drain member is cast to a predetermined depth in the soft ground, and the drain member is cast.
JP2011243405A 2011-11-07 2011-11-07 Installation device of drain member and installation method of drain member Pending JP2013096217A (en)

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* Cited by examiner, † Cited by third party
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JP2020200623A (en) * 2019-06-07 2020-12-17 東亜建設工業株式会社 Anchor plate and anchor gear and soft ground improvement system

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Publication number Priority date Publication date Assignee Title
JPS5241413A (en) * 1975-09-29 1977-03-31 Kazue Ishii Apparatus for installing drain material
JPS59134222A (en) * 1983-01-18 1984-08-01 Tokyu Constr Co Ltd System for control of work and management of measurement in driving work of drain material
JPS59195915A (en) * 1983-04-19 1984-11-07 Shinko Tsusho Kk Casing for driving paper drain material and its application
JPH01141831U (en) * 1988-03-16 1989-09-28
JPH0676427U (en) * 1991-03-29 1994-10-28 株木建設株式会社 Sheet-shaped drain material placing device
JP2000160544A (en) * 1998-12-02 2000-06-13 Kajima Corp Drain driving construction method and device therefor

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5241413A (en) * 1975-09-29 1977-03-31 Kazue Ishii Apparatus for installing drain material
JPS59134222A (en) * 1983-01-18 1984-08-01 Tokyu Constr Co Ltd System for control of work and management of measurement in driving work of drain material
JPS59195915A (en) * 1983-04-19 1984-11-07 Shinko Tsusho Kk Casing for driving paper drain material and its application
JPH01141831U (en) * 1988-03-16 1989-09-28
JPH0676427U (en) * 1991-03-29 1994-10-28 株木建設株式会社 Sheet-shaped drain material placing device
JP2000160544A (en) * 1998-12-02 2000-06-13 Kajima Corp Drain driving construction method and device therefor

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2020200623A (en) * 2019-06-07 2020-12-17 東亜建設工業株式会社 Anchor plate and anchor gear and soft ground improvement system
JP7287839B2 (en) 2019-06-07 2023-06-06 東亜建設工業株式会社 Anchor plate, anchor device and soft ground improvement system

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