JPH0522768B2 - - Google Patents
Info
- Publication number
- JPH0522768B2 JPH0522768B2 JP16539587A JP16539587A JPH0522768B2 JP H0522768 B2 JPH0522768 B2 JP H0522768B2 JP 16539587 A JP16539587 A JP 16539587A JP 16539587 A JP16539587 A JP 16539587A JP H0522768 B2 JPH0522768 B2 JP H0522768B2
- Authority
- JP
- Japan
- Prior art keywords
- drain material
- burying
- guide
- drain
- ship
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
Links
Landscapes
- Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
Description
【発明の詳細な説明】
(産業上の利用分野)
本発明は超軟弱地盤の改良として地盤中に複数
のドレーン材を上下に位置を違えて水平に埋設す
るドレーン材の水平埋設方法に関するものであ
る。[Detailed Description of the Invention] (Industrial Application Field) The present invention relates to a method for horizontally burying a plurality of drain materials in the ground at different positions vertically to improve ultra-soft ground. be.
(従来の技術)
ポンプ浚渫船で海底等の水底に堆積している軟
弱な粘性土を浚渫して埋立地へ投入すると、超軟
弱地盤が形成される。このような超軟弱地盤を改
良する方法は従来なく、自然圧密を持つて、次の
浚渫土を投入したり、自然圧密によるある程度の
耐力が発現した後、ドレーン材を打ち込み、その
上に砂等のウエイトを乗せた強制圧密方法を採ら
ざるを得ないところであり、自然圧密に長期間を
要し、従来の地盤改良工法の施工が可能な状態に
なるまでに長期間を要していた。かかる点にかん
がみ、軟弱地盤中に水平にドレーン材を埋設し、
該ドレーン材を通して軟弱地盤中の水を吸い出す
地盤改良方法が検討されている。(Prior Art) When a pump dredger is used to dredge soft viscous soil deposited on the bottom of a seabed or the like and dump it into a landfill, ultra-soft ground is formed. There is no conventional method to improve such ultra-soft ground, such as allowing natural consolidation and then adding the next dredged soil, or after natural consolidation has developed a certain degree of bearing capacity, drain material is placed and then sand, etc. It was necessary to use a forced consolidation method using heavy weights, which required a long period of time for natural consolidation, and it took a long time to reach a state where conventional ground improvement methods could be implemented. In consideration of this point, drain material was buried horizontally in the soft ground,
A ground improvement method that sucks out water in soft ground through the drain material is being considered.
(発明が解決しようとする問題点)
しかしながら、このような地盤改良方法を実施
するには軟弱地盤中の所望の深さにドレーン材を
水平埋設する必要があるが、現在のところこれを
実施する適当な埋設方法が提案されていないのが
現状である。(Problem to be Solved by the Invention) However, in order to implement such a ground improvement method, it is necessary to horizontally bury drain material at a desired depth in the soft ground, but this is currently not possible. At present, no suitable burial method has been proposed.
本発明の目的は、軟弱地盤中に複数のドレーン
材を上下に位置を違えて容易に布設できるドレー
ン材の水平埋設方法を提供することにある。 An object of the present invention is to provide a method for horizontally burying drain materials that can easily lay a plurality of drain materials in soft ground at different positions up and down.
(問題点を解決するための手段)
上記の目的を達成するため本発明のドレーン材
の水平埋設方法は、ドレーン材を巻取つたリール
を船上に搭載して且つ船底下に前記ドレーン材を
繰り出すためのドレーン材埋設ガイドを突出させ
たドレーン材埋設船を軟弱地盤上に浮かべ、前記
軟弱地盤中に前記ドレーン材埋設ガイドによつて
繰り出した前記ドレーン材の先端を固定部材に固
定し、かかる状態で前記ドレーン材埋設船を移動
させつつ前記ドレーン材埋設ガイドから前記ドレ
ーン材を繰り出しつつ水平埋設を行うことを特徴
とする。(Means for Solving the Problems) In order to achieve the above object, the method for horizontally burying drain material of the present invention includes loading a reel wound with drain material on board a ship, and feeding out the drain material under the bottom of the ship. A drain material burying vessel with a drain material burying guide protruding thereon is floated on soft ground, and the tip of the drain material fed out into the soft ground by the drain material burying guide is fixed to a fixing member. The method is characterized in that horizontal burying is performed while moving the drain material burying ship and drawing out the drain material from the drain material burying guide.
(作用)
このようにすると、ドレーン材埋設船にリール
巻きされて搭載されている複数のドレーン材を、
船底から下に突出したドレーン材埋設ガイドによ
り繰り出せるので、これらドレーン材の先端を固
定してドレーン材埋設船を移動させるだけで、ド
レーン材を所望の深さに容易に水平埋設すること
ができる。(Function) By doing this, the plurality of drain materials installed on reels on the drain material burying vessel can be
Since the drain material can be fed out by a drain material burying guide that protrudes downward from the bottom of the ship, the drain material can be easily horizontally buried at a desired depth by simply fixing the ends of the drain material and moving the drain material burying ship.
(実施例)
以下本発明の実施例を図面を参照して詳細に説
明する。第2図乃至第5図は本実施例で用いるド
レーン材埋設船1の例を示したものである。この
ドレーン材埋設船1は双銅型の船体2を有し、該
船体2に発泡スチロール等のフロート3が取付け
られている。船体2の上面には複数のリール4が
ブラケツト5を介して回転自在に搭載されてい
る。(Example) Examples of the present invention will be described in detail below with reference to the drawings. 2 to 5 show an example of the drain material burying vessel 1 used in this embodiment. This drain material burying ship 1 has a twin-copper type hull 2, and a float 3 made of styrene foam or the like is attached to the hull 2. A plurality of reels 4 are rotatably mounted on the upper surface of the hull 2 via brackets 5.
各リール4には不織布等よりなるドレーン材6
がそれぞれ巻き取られている。ドレーン材6は四
角形の平型をなしていて、先端6A側は閉じら
れ、基端6Bには真空引き用ホース7がコネクタ
8を介して接続されるようになつている。船体2
の底部には、上端を枢支部9で枢支させてドレー
ン材埋設ガイド10が回動自在に支持されてい
る。このドレーン材埋設ガイド10は、片面が開
口したチヤンネル材等よりなるガイド本体11が
その開口部を後向きにして枢支部9で支持され、
このガイド本体11内を経てガイドされる各ドレ
ーン材6が該ガイド本体11に上下方向に位置を
異にして取付けられたガイドロール12で向きを
変えて水平に繰り出される構造になつている。即
ち、ガイドロール12の位置によりドレーン材6
の上下方向の埋設位置が定められるようになつて
いる。船体2にはドレーン材埋設ガイド10の向
きを設定するためその前部と後部にワイヤー1
3,14が取付けられ、これらワイヤー13,1
4を船上の手巻ウインチ15,16でその長さを
調整することにより、垂下角度設定が行えるよう
になつている。また、ドレーン材埋設ガイド10
の不使用時には、ワイヤー13をゆるめ、ワイヤ
ー14を巻き上げることにより、ドレーン材埋設
ガイド10を双銅型の船体2の底部に収納できる
ようになつている。 Each reel 4 has a drain material 6 made of nonwoven fabric, etc.
are each wound up. The drain material 6 has a rectangular flat shape, and its distal end 6A is closed, and a vacuum hose 7 is connected to its proximal end 6B via a connector 8. Hull 2
A drain material embedding guide 10 is rotatably supported at the bottom of the drain material embedding guide 10 with its upper end pivotally supported by a pivot 9. This drain material embedding guide 10 has a guide main body 11 made of channel material or the like with one side open and supported by a pivot 9 with the opening facing backward.
Each drain material 6 guided through the guide body 11 is turned around and fed out horizontally by guide rolls 12 attached to the guide body 11 at different positions in the vertical direction. That is, depending on the position of the guide roll 12, the drain material 6
The burial position in the vertical direction can be determined. Wires 1 are installed at the front and rear of the hull 2 to set the direction of the drain material buried guide 10.
3, 14 are attached, and these wires 13, 1
By adjusting the length of 4 using manual winches 15 and 16 on board, the hanging angle can be set. In addition, drain material embedding guide 10
When not in use, by loosening the wire 13 and winding up the wire 14, the drain material buried guide 10 can be stored at the bottom of the twin copper hull 2.
次に、このようなドレーン材埋設船1を用いた
本実施例のドレーン材の水平埋設方法について第
1図を参照して説明する。前述したような構造の
ドレーン材埋設船1を軟弱地盤17上に浮べる。
なお、18は水面である。かかる状態で、ドレー
ン材埋設ガイド10の各ガイドロール12によつ
て上下に埋設位置を違えて繰り出したドレーン材
6の先端6Aに輪19を介してロープ20の一端
を連結し、該ロープ20の他端を単管等よりなる
固定部材21に固定する。また、船体2の後部に
はウエイトを乗せる。かかる状態でドレーン材埋
設船1をワイヤー22で矢印方向に引いて移動さ
せる。これによりドレーン材埋設ガイド10から
各ドレーン材6が上下に埋設位置を変えて繰り出
され、軟弱地盤17中に水平に埋設される。な
お、各ワイヤー20はガイドロール12に高さを
合せて上下に位置を変えて固定部材21に固定し
てもよいことは勿論である。 Next, a method for horizontally burying drain material according to this embodiment using such a drain material burying vessel 1 will be described with reference to FIG. 1. A drain material burying ship 1 having the structure as described above is floated on the soft ground 17.
Note that 18 is the water surface. In this state, one end of the rope 20 is connected via the ring 19 to the tip 6A of the drain material 6, which has been let out by each guide roll 12 of the drain material embedding guide 10 at different burial positions up and down. The other end is fixed to a fixing member 21 made of a single tube or the like. Further, a weight is placed on the rear part of the hull 2. In this state, the drain material burying vessel 1 is moved by pulling it in the direction of the arrow with the wire 22. As a result, each drain material 6 is paid out from the drain material embedding guide 10 while changing its burying position up and down, and is buried horizontally in the soft ground 17. It goes without saying that each wire 20 may be fixed to the fixing member 21 by changing its position up and down to match the height of the guide roll 12.
埋設後に、第5図に示すように各ドレーン材6
の基端6Bに真空引きホース7をコネクタ8を介
して接続し、図示しない真空引きポンプを作動さ
せて各ドレーン材6内を真空引きする。これによ
り、軟弱地盤17中の水が各ドレーン材6に吸い
取られ、数ケ月の短期間で地盤の改良を行うこと
ができる。 After burying each drain material 6 as shown in FIG.
A vacuum hose 7 is connected to the base end 6B of the drain material 6 via a connector 8, and a vacuum pump (not shown) is operated to vacuum the inside of each drain material 6. As a result, the water in the soft ground 17 is absorbed by each drain material 6, and the ground can be improved in a short period of several months.
このようにして地盤改良を行うと次のような効
果が得られる。 By improving the ground in this way, the following effects can be obtained.
(イ) 粘性土の含水比を大きく低下させることによ
つて、堆積土の容積を減少させる。この結果、
埋立地内へ浚渫土の2度吹き込みが可能とな
る。(b) By significantly lowering the water content ratio of clayey soil, the volume of sedimentary soil is reduced. As a result,
It will be possible to blow dredged soil into the landfill twice.
(ロ) 水平にドレーン材を埋設した区域では、粘性
土の強度増加が大きいので、覆土工事でのブル
ドーザによる砂の直まき施工が可能となり、従
来のような敷網工法が不必要になる。(b) In areas where drain materials are buried horizontally, the strength of the clay soil is greatly increased, making it possible to directly sow sand using a bulldozer during soil covering work, making the traditional netting method unnecessary.
(発明の効果)
以上説明したように本発明に係るドレーン材の
水平埋設方法では、ドレーン材埋設船にリール巻
きで搭載されているドレーン材を、船底から下に
突出させたドレーン材埋設ガイドにより繰り出せ
るので、これらドレーン材の先端を固定してドレ
ーン材埋設船を移動させるだけで、ドレーン材を
所望の深さに容易に水平埋設することができる。(Effects of the Invention) As explained above, in the method for horizontally burying drain material according to the present invention, the drain material mounted on a reel on a drain material burying ship is moved by a drain material burying guide that protrudes downward from the bottom of the ship. Since the drain material can be fed out, the drain material can be easily horizontally buried at a desired depth by simply fixing the tip of the drain material and moving the drain material burying vessel.
第1図は本発明の方法の実施状態の一例を示す
側面図、第2図乃至第4図は本実施例で用いてい
るドレーン材埋設船の一例を示す平面図、側面図
及び正面図、第5図はドレーン材の一例を示す斜
視図である。
1……ドレーン材埋設船、2……船体、4……
リール、6……ドレーン材、6A……先端、6B
……基端、7……真空引き用ホース、9……枢支
部、10……ドレーン材埋設ガイド、11……ガ
イド本体、12……ガイドロール、20……ワイ
ヤー、21……固定部材。
FIG. 1 is a side view showing an example of the implementation state of the method of the present invention, FIGS. 2 to 4 are a plan view, side view, and front view showing an example of the drain material burying vessel used in this example, FIG. 5 is a perspective view showing an example of a drain material. 1... Drain material buried ship, 2... Hull, 4...
Reel, 6...Drain material, 6A...Tip, 6B
... Base end, 7 ... Vacuuming hose, 9 ... Pivotal part, 10 ... Drain material buried guide, 11 ... Guide body, 12 ... Guide roll, 20 ... Wire, 21 ... Fixing member.
Claims (1)
し、且つ船底下に前記ドレーン材を繰り出すため
のドレーン材埋設ガイドを突出させたドレーン材
埋設船を軟弱地盤上に浮かべ、前記軟弱地盤中に
前記ドレーン材埋設ガイドによつて繰り出した前
記ドレーン材の先端を固定部材に固定し、かかる
状態で前記ドレーン材埋設船を移動させつつ前記
ドレーン材埋設ガイドから前記ドレーン材を繰り
出しつつ水平埋設を行うことを特徴とするドレー
ン材の水平埋設方法。1. A drain material burying vessel, which has a reel wound up with drain material mounted on the ship and a drain material burying guide protruding below the bottom of the ship for feeding out the drain material, is floated on soft ground, and the drain material is placed in the soft ground. The tip of the drain material fed out by the drain material burying guide is fixed to a fixing member, and horizontal burying is performed while the drain material burying vessel is moved in this state and the drain material is fed out from the drain material burying guide. A method for horizontally burying drain material.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP16539587A JPS6410813A (en) | 1987-07-03 | 1987-07-03 | Horizontal laying of drain material |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP16539587A JPS6410813A (en) | 1987-07-03 | 1987-07-03 | Horizontal laying of drain material |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS6410813A JPS6410813A (en) | 1989-01-13 |
| JPH0522768B2 true JPH0522768B2 (en) | 1993-03-30 |
Family
ID=15811587
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP16539587A Granted JPS6410813A (en) | 1987-07-03 | 1987-07-03 | Horizontal laying of drain material |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS6410813A (en) |
Families Citing this family (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2849250B2 (en) * | 1991-10-31 | 1999-01-20 | 東急建設株式会社 | Horizontal drain material laying method and laying work boat |
| JP5648959B2 (en) * | 2010-12-22 | 2015-01-07 | 五洋建設株式会社 | Method for improving consolidation of soft ground and consolidation improved ground |
| JP5626680B2 (en) * | 2010-12-22 | 2014-11-19 | 五洋建設株式会社 | Drain material horizontal installation device on soft ground |
-
1987
- 1987-07-03 JP JP16539587A patent/JPS6410813A/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS6410813A (en) | 1989-01-13 |
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|---|---|---|---|
| R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
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| R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
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| LAPS | Cancellation because of no payment of annual fees |