JPH11315532A - Driving equipment for drainage material and method for using the same - Google Patents
Driving equipment for drainage material and method for using the sameInfo
- Publication number
- JPH11315532A JPH11315532A JP12325798A JP12325798A JPH11315532A JP H11315532 A JPH11315532 A JP H11315532A JP 12325798 A JP12325798 A JP 12325798A JP 12325798 A JP12325798 A JP 12325798A JP H11315532 A JPH11315532 A JP H11315532A
- Authority
- JP
- Japan
- Prior art keywords
- mandrel
- anchor plate
- ground
- drainage material
- drain material
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Granted
Links
- 239000000463 material Substances 0.000 title claims abstract description 37
- 238000000034 method Methods 0.000 title claims description 7
- 229910000831 Steel Inorganic materials 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
Landscapes
- Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
Abstract
Description
【0001】[0001]
【発明の属する技術分野】本発明は、主として礫等の混
入した硬質地盤を貫通してドレーン材を打設することが
可能なドレーン材の打設装置及びその使用方法に関す
る。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a drain material driving device capable of driving a drain material mainly through hard ground mixed with gravel and the like, and a method of using the same.
【0002】[0002]
【従来の技術】従来、軟弱な地盤の液状化現象を防止す
るためにその地盤中にドレーン材を打設するには、例え
ば図9に示すごとく、マンドレル1内にドレーン材2を
セットし、そのドレーン材2の先端に鋼製等の平板状の
アンカープレート3を取り付けた状態で、マンドレル1
を図10のごとき打設機5によって地盤6中に所定の深
度まで打ち込んだ後、マンドレル1のみを地盤6から引
き抜くことにより、ドレーン材2をアンカープレート3
と共に地盤6に残すことが行われていた。2. Description of the Related Art Conventionally, in order to prevent a liquefaction phenomenon of a soft ground from driving a drain material into the ground, for example, as shown in FIG. 9, a drain material 2 is set in a mandrel 1; With a flat anchor plate 3 made of steel or the like attached to the tip of the drain material 2, the mandrel 1
10 is driven into the ground 6 to a predetermined depth by a driving machine 5 as shown in FIG.
Together with the ground 6.
【0003】しかしながら、ドレーン材2を打ち込む地
盤6が礫等の入った硬質地盤の場合には、平板状のアン
カープレート3がマンドレル1の打設によって変形して
しまい、マンドレル1の引き抜き時に、アンカープレー
ト3がマンドレル1と共に連れ上がってくる恐れがあ
り、ドレーン材2のアンカーとしての機能をはたすこと
ができなくなるという問題があった。[0003] However, when the ground 6 into which the drain material 2 is driven is a hard ground containing gravel or the like, the flat anchor plate 3 is deformed by the driving of the mandrel 1, and when the mandrel 1 is pulled out, the anchor is pulled out. There is a possibility that the plate 3 may be lifted up together with the mandrel 1, so that the drain material 2 cannot function as an anchor.
【0004】[0004]
【発明が解決しようとする課題】本発明は、礫などの入
った硬質地盤にマンドレルを使用してドレーン材を打ち
込む際に、ドレーン材を取付けたアンカープレートが変
形することがなく、マンドレルの引き抜き時にアンカー
プレートがアンカーとして充分に機能してドレーン材を
地盤中の所定の深度に打ち込みが可能なドレーン材の打
設装置及びその使用方法を提供する。SUMMARY OF THE INVENTION According to the present invention, when a mandrel is used to drive a drain material into hard ground containing gravel or the like, the anchor plate to which the drain material is attached is not deformed and the mandrel is pulled out. Provided is an apparatus and a method for driving a drain material in which an anchor plate sometimes functions sufficiently as an anchor to drive the drain material to a predetermined depth in the ground.
【0005】[0005]
【課題を解決するための手段】本発明のドレーン材の打
設装置は、V字形の断面形状を有し、その高さ方向の中
程の位置にドレーン材の固定部材を保持するアンカープ
レートと、先端部の径を拡大し、かつその拡大した先端
部を上記アンカープレートのV字形の内面と密着するよ
うに斜めに切断したマンドレルとからなり、また本発明
は、上記のドレーン材の打設装置のアンカープレートの
固定部材にドレーン材の端部を固定した後、マンドレル
の先端部をアンカープレートのV字形の内面に密着した
状態でマンドレルを地盤中に所定の深さまで貫入し、そ
してマンドレルのみを引き抜くドレーン材の打設装置の
使用方法からなる。An apparatus for driving a drain material according to the present invention has an anchor plate having a V-shaped cross section and holding a drain material fixing member at a middle position in the height direction. And a mandrel having an enlarged diameter of the distal end portion, and the enlarged distal end portion obliquely cut so as to be in close contact with the V-shaped inner surface of the anchor plate. After fixing the end of the drain material to the fixing member of the anchor plate of the device, penetrate the mandrel into the ground to a predetermined depth while keeping the tip of the mandrel in close contact with the V-shaped inner surface of the anchor plate, and only the mandrel The method comprises a method of using a drain material placing device for pulling out.
【0006】[0006]
【発明の実施の形態】以下図面を参照して本発明のドレ
ーン材の打設装置の一実施形態につき説明するが、ま
ず、図1の左半分断面の要部側面図およよひ図1のA−
A方向の左半分断面の正面図である図2に示すごとく、
この打設装置は、V字形の断面形状を有し、その高さ方
向の中程の位置にドレーン材2の固定部材4を有するア
ンカープレート3と、先端部の径を図示せるごとく拡大
し、かつその拡大した先端部7を上記アンカープレート
3のV字形の内面と密着するように斜めに切断したマン
ドレル1とから構成されている。BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 is a perspective view of a drain material driving device according to an embodiment of the present invention; FIG. A-
As shown in FIG. 2, which is a front view of the left half section in the A direction,
This driving device has a V-shaped cross-sectional shape, an anchor plate 3 having a fixing member 4 for the drain material 2 at a middle position in the height direction, and a diameter of a distal end portion is enlarged as shown in the drawing. Further, the mandrel 1 is formed by diagonally cutting the enlarged end portion 7 so as to be in close contact with the V-shaped inner surface of the anchor plate 3.
【0007】上記のアンカープレート3の詳細は、図3
の側面図、図3のB−B方向の平面図である図4及び図
4のC−C方向の正面図である図5に示しているが、V
字形の断面の先端に平坦部を設けると共に、V字形の内
部にドレーン材2の先端部を取り付ける固定部材4が設
けられ、この固定部材4に設けたナットでドレーン材2
の先端部を取り付けるようになっている。The details of the anchor plate 3 are shown in FIG.
FIG. 4 is a side view of FIG. 3, FIG. 4 is a plan view in the BB direction of FIG. 3, and FIG. 5 is a front view in the CC direction of FIG.
A flat member is provided at the tip of the V-shaped cross section, and a fixing member 4 for attaching the tip of the drain material 2 is provided inside the V-shape.
The tip of the is attached.
【0008】次に、上記アンカープレート3のV字形の
内面に密着するように先端部7が斜めに切断されたマン
ドレル1は、図6の左半分断面の側面図及び図6のD−
D方向で示す左半分断面の正面図の図7のように形成さ
れており、円筒形状の下端を両側からV字状に傾斜して
切断したものであり、この先端部7の径が拡大されてい
るのでこのマンドレル1の先端部7の傾斜面とアンカー
プレート3のV字形の円弧状の内面とは広い接触面で密
着するようになっている。Next, the mandrel 1 whose tip 7 is obliquely cut so as to be in close contact with the V-shaped inner surface of the anchor plate 3 is a side view of the left half section of FIG.
It is formed as shown in FIG. 7 in the front view of the left half cross section shown in the D direction, and is obtained by cutting the lower end of the cylindrical shape so as to be inclined in a V-shape from both sides, and the diameter of the tip 7 is enlarged. Therefore, the inclined surface of the distal end portion 7 of the mandrel 1 and the V-shaped arc-shaped inner surface of the anchor plate 3 are in close contact with a wide contact surface.
【0009】そこで、上記の構成からなるドレーン材2
の打設装置を使用してドレーン材2を打設する際には、
図10に示すような打設機5に取り付けられたマンドレ
ル1内に図8のごとくセットされたドレーン材2の端部
を上記アンカープレート3の固定部材4に固定した後、
マンドレル1の先端部7をアンカープレート3のV字形
の内面に密着した図1の状態にする。In view of the above, the drain material 2 having the above structure
When placing the drain material 2 using the placing device of
After fixing the end of the drain material 2 set as shown in FIG. 8 in the mandrel 1 attached to the setting machine 5 as shown in FIG. 10 to the fixing member 4 of the anchor plate 3,
1 is brought into close contact with the V-shaped inner surface of the anchor plate 3 with the tip 7 of the mandrel 1.
【0010】この状態でマンドレル1を図10に示すご
とき打設機5によって地盤6中に所定の深さまで貫入
し、そしてマンドレル1のみを地盤6から引き抜くこと
により、アンカープレート3は、ドレーン材2の先端を
固定したまま、地盤6中の所定の深さに残され、アンカ
ーとしての機能をする。In this state, the mandrel 1 is penetrated into the ground 6 by a driving machine 5 as shown in FIG. 10 to a predetermined depth, and only the mandrel 1 is pulled out of the ground 6, so that the anchor plate 3 becomes the drain material 2 Is left at a predetermined depth in the ground 6 while the tip of the base is fixed, and functions as an anchor.
【0011】[0011]
【発明の効果】以上に説明した本発明のドレーン材の打
設装置及びその使用方法によれば、マンドレルの地盤へ
の貫入時には、マンドレルの先端部の径を拡大し、かつ
その先端部をアンカープレートのV字形の内面に密着す
るように斜めに切断して密着面積を大きくしたからアン
カープレートとマンドレルとが広い接触面積で密着した
状態になるので、アンカープレートが変形することがな
く、所定の深度まで貫入できる。According to the above-described apparatus for driving a drain material and the method of using the same according to the present invention, when the mandrel penetrates into the ground, the diameter of the tip of the mandrel is enlarged and the tip is anchored. The plate is cut obliquely so as to be in close contact with the inner surface of the V-shape of the plate to increase the contact area, so that the anchor plate and the mandrel are in close contact with a wide contact area. Can penetrate to depth.
【0012】また、マンドレルを引き上げると、アンカ
ープレートは地盤内で所定の抵抗を得ることができるの
で、地盤中でのアンカーとしての機能を充分にはたすこ
とができると共に、特に本発明の装置によれば、礫等の
入った硬質地盤を貫通してドレーン材を打設する際に有
効に機能することができる。Further, when the mandrel is pulled up, the anchor plate can obtain a predetermined resistance in the ground, so that the anchor plate can sufficiently function as an anchor in the ground. For example, it can function effectively when driving a drain material through hard ground containing gravel or the like.
【図1】本発明のドレーン材の打設装置の一実施形態に
おける左半分断面の要部側面図である。FIG. 1 is a side view of a main part of a left half section in an embodiment of a drain material driving device of the present invention.
【図2】図1のA−A方向の左半分断面の正面図であ
る。FIG. 2 is a front view of a left half section in the AA direction of FIG. 1;
【図3】図1のアンカープレートの側面図である。FIG. 3 is a side view of the anchor plate of FIG. 1;
【図4】図3のB−B方向の平面図である。FIG. 4 is a plan view in the direction BB of FIG. 3;
【図5】図4のC−C方向の正面図である。FIG. 5 is a front view in the CC direction of FIG. 4;
【図6】図1のマンドレルの左半分断面の要部側面図で
ある。FIG. 6 is a side view of a main part of a left half section of the mandrel of FIG. 1;
【図7】図6のD−D方向の左半分断面の正面図であ
る。FIG. 7 is a front view of a left half section in the DD direction of FIG. 6;
【図8】図1の打設装置を使用してドレーン材を打設す
る際の説明用のマンドレル要部側面図である。FIG. 8 is a side view of a main part of a mandrel for explanation when driving a drain material using the driving device of FIG. 1;
【図9】従来のマンドレル及びアンカープレートを示す
要部側面図である。FIG. 9 is a side view of a main part showing a conventional mandrel and an anchor plate.
【図10】マンドレルを地盤に貫入時に使用する打設機
の例を示す側面図である。FIG. 10 is a side view showing an example of a driving machine used when a mandrel penetrates into the ground.
1 マンドレル 2 ドレーン材 3 アンカープレート 4 固定部材 7 先端部 DESCRIPTION OF SYMBOLS 1 Mandrel 2 Drain material 3 Anchor plate 4 Fixing member 7 Tip
Claims (2)
の中程の位置にドレーン材の固定部材を保持するアンカ
ープレートと、先端部の径を拡大し、かつその拡大した
先端部を上記アンカープレートのV字形の内面と密着す
るように斜めに切断したマンドレルとからなるドレーン
材の打設装置。1. An anchor plate having a V-shaped cross-section and holding a fixing member of a drain material at a middle position in a height direction thereof, a diameter of a front end portion being enlarged, and the enlarged front end portion And a mandrel cut obliquely so as to be in close contact with the V-shaped inner surface of the anchor plate.
後、マンドレルの先端部をアンカープレートのV字形の
内面に密着した状態でマンドレルを地盤中に所定の深さ
まで貫入し、そしてマンドレルのみを引き抜くようにし
た請求項1記載のドレーン材の打設装置の使用方法。2. After the end of the drain material is held by the fixing member, the mandrel penetrates into the ground to a predetermined depth with the tip of the mandrel being in close contact with the V-shaped inner surface of the anchor plate. 2. The method for using a drain material setting device according to claim 1, wherein the device is pulled out.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP12325798A JP4043098B2 (en) | 1998-05-06 | 1998-05-06 | Draining device for drain material |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP12325798A JP4043098B2 (en) | 1998-05-06 | 1998-05-06 | Draining device for drain material |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH11315532A true JPH11315532A (en) | 1999-11-16 |
JP4043098B2 JP4043098B2 (en) | 2008-02-06 |
Family
ID=14856101
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP12325798A Expired - Fee Related JP4043098B2 (en) | 1998-05-06 | 1998-05-06 | Draining device for drain material |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP4043098B2 (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP1369534A1 (en) * | 2002-06-06 | 2003-12-10 | Geotechnics Holland B.V. | Device for and method of inserting a drainage material into the ground |
KR100749119B1 (en) | 2006-09-12 | 2007-08-13 | 주식회사 도담이앤씨 | Paper Drain Board Fixing Device for Soft Ground Improvement |
-
1998
- 1998-05-06 JP JP12325798A patent/JP4043098B2/en not_active Expired - Fee Related
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP1369534A1 (en) * | 2002-06-06 | 2003-12-10 | Geotechnics Holland B.V. | Device for and method of inserting a drainage material into the ground |
KR100749119B1 (en) | 2006-09-12 | 2007-08-13 | 주식회사 도담이앤씨 | Paper Drain Board Fixing Device for Soft Ground Improvement |
Also Published As
Publication number | Publication date |
---|---|
JP4043098B2 (en) | 2008-02-06 |
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