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JPH0317962B2 - - Google Patents
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JPH0317962B2 - - Google Patents

Info

Publication number
JPH0317962B2
JPH0317962B2 JP8545683A JP8545683A JPH0317962B2 JP H0317962 B2 JPH0317962 B2 JP H0317962B2 JP 8545683 A JP8545683 A JP 8545683A JP 8545683 A JP8545683 A JP 8545683A JP H0317962 B2 JPH0317962 B2 JP H0317962B2
Authority
JP
Japan
Prior art keywords
rope
bag
ring
sand
drain
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
Application number
JP8545683A
Other languages
Japanese (ja)
Other versions
JPS59210119A (en
Inventor
Yoshasu Horiuchi
Kaoru Inoe
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Marubeni Corp
Tonen Chemical Corp
Original Assignee
Marubeni Corp
Tonen Sekiyu Kagaku KK
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Marubeni Corp, Tonen Sekiyu Kagaku KK filed Critical Marubeni Corp
Priority to JP8545683A priority Critical patent/JPS59210119A/en
Publication of JPS59210119A publication Critical patent/JPS59210119A/en
Publication of JPH0317962B2 publication Critical patent/JPH0317962B2/ja
Granted legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D3/00Improving or preserving soil or rock, e.g. preserving permafrost soil
    • E02D3/02Improving by compacting
    • E02D3/10Improving by compacting by watering, draining, de-aerating or blasting, e.g. by installing sand or wick drains

Landscapes

  • Engineering & Computer Science (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Structural Engineering (AREA)
  • Agronomy & Crop Science (AREA)
  • Environmental & Geological Engineering (AREA)
  • Soil Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)

Description

【発明の詳細な説明】 本発明は、地盤改良工法の一種であるサンドド
レーン工法のうち外周を袋体で包囲して砂柱を形
成するいわゆるパツクドレーンに用いる袋に関す
る。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a bag used in the so-called pack drain method, which is a type of ground improvement method, in which the outer periphery is surrounded by a bag body to form a sand pillar.

パツクドレーン工法は筒状の網袋の中に砂を詰
めてドレーンを地中に形成するので、砂柱が途中
でくびれたり、切断したりすることを防止でき安
定した均一な砂柱が得られ信頼性が向上するもの
である。
In the pack drain construction method, a cylindrical mesh bag is filled with sand and a drain is formed underground, which prevents the sand column from becoming constricted or cut midway through, resulting in a stable and uniform sand column. This improves reliability.

このように袋詰めされたサンドドレーンは地盤
上に上部端を一定長顕出させることが必要で、陸
上施工とは異なり水中での施工においては袋内部
に充填した砂が流れ出ないように顕出した袋の上
端開口を閉じる作業を行わなければならない。
Sand drains packed in bags like this need to have their upper ends exposed for a certain length above the ground, and unlike construction on land, when construction is carried out underwater, the sand filled inside the bag must be exposed to prevent it from flowing out. The top opening of the bag must be closed.

従来は、専門のダイバーが水底まで潜りドレー
ンの一本一本を手作業で紐で結束していたが、ド
レーン数が多い場合は労力が増大し、工費もかさ
み、また工期も長くなるという欠点があつた。
Previously, professional divers would dive to the bottom of the water and tie each drain manually with string, but this method requires more labor when there are many drains, increases construction costs, and takes longer to complete. It was hot.

本発明の目的は前記従来例の不都合を解消し、
特殊な器具装置を用いることなく水上から簡易迅
速に上端開口を閉じることができ、施工の合理化
を図れるサンドドレーン用の袋を提供することに
ある。
The purpose of the present invention is to eliminate the disadvantages of the conventional example,
To provide a bag for a sand drain whose upper end opening can be simply and quickly closed from above the water without using any special equipment, and whose construction can be rationalized.

しかしてこの目的は本発明によれば、底を閉じ
た筒状の袋において、上端口縁又はその近傍に沿
つて形成した通し孔にロープを挿通しながら、該
ロープの一端に環部を設け、他端をこの環部に貫
通して締め環を形成し、環部貫通後のロープは下
方に延ばしその先端を袋に固定するとともに、前
記締め環を形成するロープ端環部又は近傍に上方
への引張用ロープを係止させることにより達成さ
れる。
However, according to the present invention, the purpose of the lever is to provide a cylindrical bag with a closed bottom, a loop at one end of the rope while the rope is inserted through a through hole formed along or near the upper edge. , the other end passes through this ring to form a tightening ring, and the rope after passing through the ring is extended downward and its tip is fixed to the bag, and the rope end forming the tightening ring is inserted upward into or near the ring. This is achieved by locking the tension rope to the

以下、図面について本発明の実施例を詳細に説
明する。
Embodiments of the present invention will be described in detail below with reference to the drawings.

第1図は本発明の袋の実施例を示す斜視図で、
袋体1を底を閉じた筒状で、材質としては強力な
合繊糸、例えばポリエチレン、ナイロン、テトロ
ン等のモノフイラメントを平織あるいはサーキユ
ラ織して形成した網体を使用し、底部、口辺部、
側部に必要な縫製を施したものである。
FIG. 1 is a perspective view showing an embodiment of the bag of the present invention.
The bag body 1 has a cylindrical shape with a closed bottom, and is made of a net formed by plain weaving or circular weaving of strong synthetic yarn, such as monofilament of polyethylene, nylon, Tetron, etc., and has a bottom and a mouth area. ,
Necessary stitching is done on the sides.

一例として、400デニールのポリエチレンを用
い、縦22本/インチ、横16本/インチで打込み、
織物強度として縦100Kg/5cm巾、横77Kg/5cm
巾としたものを縫製して折径60.5cm、長さ25mの
袋にした。
As an example, using 400 denier polyethylene, 22 pieces/inch in the vertical direction and 16 lines/inch in the horizontal direction are used.
Fabric strength: length 100Kg/5cm width, width 77Kg/5cm
The width was sewn into a bag with a diameter of 60.5cm and a length of 25m.

該袋1の上端開口縁1aに円周に沿つた通し孔
2を形成する。この通し孔2は後述のごとくロー
プが挿通するもので、図示のごとく袋1の開口縁
を内側に折込みその耳部端を縫い合わてせて形成
する場合の他、第11図に示すように小さな金属
製リング体14,14′,14″…を適宜間隔で取
付けたもの、または第10図に示すように不連続
な小孔15,15′,15″…を設けてロープが縫
通するようにしたものなど種々の形成法が考えら
れる。
A through hole 2 along the circumference is formed in the upper opening edge 1a of the bag 1. This through hole 2 is for a rope to pass through as will be described later, and in addition to being formed by folding the opening edge of the bag 1 inward as shown in the figure and sewing the edges of the bag 1 together, it can also be formed by sewing the edges of the bag 1 inward as shown in the figure. Small metal ring bodies 14, 14', 14''... are attached at appropriate intervals, or discontinuous small holes 15, 15', 15''... are provided as shown in Fig. 10, and the rope is sewn through them. Various formation methods are conceivable, such as one in which:

該通し孔2に第2図に示すようなロープ3を挿
通するが、該ロープ3は一端に環部4を設け、他
端をこの環部4に貫通して締め環3aを形成す
る。この締め環3aの大きさは通し孔2を介して
袋1の開口とほぼ同一となるものである。また、
環部4を貫通したロープ3の他端は下方に延ば
し、その先端は袋体1の内側又は外側に固定す
る。第10図は外側への固定例を示す。この固定
箇所は袋体1の途中でもまた底部でもよく、第2
図中P〜Bはこの止め代を示す。また、第2図に
おいてロープ3の環部4からPまでの長さ11は袋
1の開口縁1aの円周よりも若干長くし、さらに
第1図の袋1の開口縁1a若しくは通し孔2から
ロープ3の固定点P′までの長さ12は前記11よりも
長いものとする。
A rope 3 as shown in FIG. 2 is inserted through the through hole 2. The rope 3 is provided with a ring portion 4 at one end, and the other end is passed through the ring portion 4 to form a tightening ring 3a. The size of the tightening ring 3a is approximately the same as the opening of the bag 1 through the through hole 2. Also,
The other end of the rope 3 that has passed through the ring portion 4 is extended downward, and its tip is fixed to the inside or outside of the bag 1. FIG. 10 shows an example of fixation on the outside. This fixing point may be in the middle of the bag 1 or at the bottom, and the second
In the figure, P to B indicate this stoppage. In addition, in FIG. 2, the length 11 from the ring part 4 to P of the rope 3 is slightly longer than the circumference of the opening edge 1a of the bag 1, and furthermore, The length 1 2 from 2 to the fixed point P' of the rope 3 is longer than 1 1 above.

一方、環部4に直接、又は締め環3aの環部4
の近傍に別の環部5を設けてこれに上方への引張
用ロープ6を係止する。該ロープ6の係止方法は
端部を結び付けて固定してもよいが、挿通し折り
返すことが望ましく、さらに上方からこの係止部
までロープ6に距離目盛7を設けておくとよい。
On the other hand, directly on the ring part 4 or on the ring part 4 of the tightening ring 3a.
Another ring part 5 is provided near the ring part 5 to which an upward pulling rope 6 is locked. The rope 6 may be locked by tying the ends together, but it is preferable to insert it and turn it back, and it is also preferable to provide a distance scale 7 on the rope 6 from above to this locking part.

これらロープ3や6の材質としては、例えば直
径4mmのマニラ麻などの天然のものあるいは合繊
ロープで、乾時引張強さ150Kg、結節強度60Kgの
ものを用いた。
The ropes 3 and 6 were made of natural or synthetic ropes such as Manila hemp with a diameter of 4 mm, and had a dry tensile strength of 150 kg and a knot strength of 60 kg.

次に使用法及び作用について説明すると、第3
図に示すように水底(海底)にサンドマツト8を
敷設し、第4図に示すようにケーシング9を所定
深度まで打設し、該ケーシング9内に水10を注
入する。次いで第5図に示すように、カセツトに
収容された前記袋体1にホツパー11から水で飽
和した砂12を詰めながら該袋体1を順次ケーシ
ング9内に落とし込んでいく。この際、ケーシン
グ9内の水10は底部から循環パイプ13で上方
に戻しながらコントロールを行い(第6図)、袋
体1が着底した段階で第7図に示すようにケーシ
ング9を引抜く。
Next, to explain the usage and effect, the third
As shown in the figure, a sand mat 8 is laid on the bottom of the water (seafloor), a casing 9 is driven to a predetermined depth as shown in FIG. 4, and water 10 is poured into the casing 9. Next, as shown in FIG. 5, the bags 1 housed in the cassette are sequentially dropped into the casing 9 while being filled with sand 12 saturated with water from the hopper 11. At this time, the water 10 inside the casing 9 is controlled while returning upward from the bottom through the circulation pipe 13 (Fig. 6), and when the bag 1 reaches the bottom, the casing 9 is pulled out as shown in Fig. 7. .

このようにして、第8図に示すように内部に砂
12を詰めた袋体1がサンドドレーンとして設置
され、環部5(又は環部4)に予めロープ6が係
止されているのでこれを船上から引くと、締め環
3aがすぼまり、これに伴つて開口縁1aも閉じ
る(第9図参照)。この場合、袋体1のロープ3
のP点が止められている位置から上方の長さ12
上述のごとく11よりも長いのでロープ3が全部伸
びきつてもなお余裕があり、その結果袋体1の口
は完全に閉じることができ、また一度閉じられた
口は砂柱の内部から噴出する水の圧力流で袋体1
の上部が膨らみかつ上方に伸びようとするので再
度開いてしまうことはない。
In this way, as shown in FIG. 8, the bag body 1 filled with sand 12 is installed as a sand drain, and the rope 6 is previously secured to the ring part 5 (or the ring part 4). When pulled from the ship, the tightening ring 3a narrows and the opening edge 1a also closes (see Fig. 9). In this case, the rope 3 of bag body 1
Since the length 12 above the point where P point is stopped is longer than 11 as mentioned above, there is still room even when the rope 3 is fully extended, and as a result, the mouth of the bag body 1 is completely closed. Once the mouth is closed, the pressure flow of water ejects from the inside of the sand column will cause the bag body to close.
The top of the bulges out and tries to stretch upwards, so it won't open again.

一方、引張用のロープ6は作業後一端をフリー
にして環部5から抜き取れば簡単に回収でき、環
部5もしくは4またはその近傍に固定してしまつ
た場合はこれを放棄してもよい。
On the other hand, the tension rope 6 can be easily recovered by leaving one end free and pulling it out from the ring part 5 after work, and if it has been fixed to the ring part 5 or 4 or its vicinity, it can be discarded. .

このロープ6に設けた目盛7は、ドレーン打設
時の検尺として利用でき別途検尺操作を用いて行
う作業を省略できる。
The scale 7 provided on the rope 6 can be used as a measuring scale when laying the drain, and the work of separately performing a measuring operation can be omitted.

以上述べたように本発明のサイドドレーン用袋
は、特殊な器具や装置を用いることなく簡易、迅
速かつ確実に袋の上部開口を閉じることができ、
特に水中でのドレーン施工においては従来のよう
にダイバーにより口閉じ作業がなくなり、合理化
及びコストダウンを図ることができるものであ
る。
As described above, the side drain bag of the present invention allows the upper opening of the bag to be closed easily, quickly and reliably without using any special equipment or equipment.
In particular, when constructing a drain underwater, there is no need for a diver to close the drain, which is required in the past, resulting in streamlining and cost reduction.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図は本発明の袋の実施例を示す斜視図、第
2図は本発明で用いるロープの正面図、第3図〜
第7図は施工の工程を示す断面図、第8図はセツ
トされた袋の縦断正面図、第9図は口を閉じた状
態の袋の縦断正面図、第10図は本発明の袋の他
の実施例を示す正面図、第11図は第3実施例を
示す部分正面図である。 1……袋体、1a……開口縁、2……通し孔、
3……ロープ、3a……締め環、4,5……環
部、6……ロープ、7……目盛、8……サンドマ
ツト、9……ケーシング、10……水、11……
ホツパー、12……砂、13……循環パイプ、1
4,14′,14″… リング体、15,15′,
15″… 小孔。
FIG. 1 is a perspective view showing an embodiment of the bag of the present invention, FIG. 2 is a front view of the rope used in the present invention, and FIGS.
Fig. 7 is a sectional view showing the construction process, Fig. 8 is a longitudinal sectional front view of the bag set, Fig. 9 is a longitudinal sectional front view of the bag with the mouth closed, and Fig. 10 is a longitudinal sectional view of the bag of the present invention. FIG. 11 is a front view showing another embodiment. FIG. 11 is a partial front view showing the third embodiment. 1...Bag body, 1a...Opening edge, 2...Through hole,
3... Rope, 3a... Tightening ring, 4, 5... Ring portion, 6... Rope, 7... Scale, 8... Sand mat, 9... Casing, 10... Water, 11...
Hopper, 12...Sand, 13...Circulation pipe, 1
4, 14', 14''... ring body, 15, 15',
15″…small hole.

Claims (1)

【特許請求の範囲】[Claims] 1 底を閉じた筒状の袋において、上端口縁又は
その近傍に沿つて形成した通し孔にロープを挿通
しながら、該ロープの一端に環部を設け、他端を
この環部に貫通して締め環を形成し、環部貫通後
のロープは下方に延ばしその先端を袋に固定する
とともに、前記締め環を形成するロープ端環部又
は近傍に上方への引張用ロープを係止させたこと
を特徴とするサンドドレーン用袋。
1. In a cylindrical bag with a closed bottom, a rope is inserted into a through hole formed along the upper edge or the vicinity thereof, a ring is provided at one end of the rope, and the other end is passed through the ring. A tightening ring was formed, and the rope after passing through the ring was extended downward and its tip was fixed to the bag, and an upward pulling rope was locked at or near the rope end ring forming the tightening ring. A sand drain bag characterized by:
JP8545683A 1983-05-16 1983-05-16 Sand drain bag Granted JPS59210119A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP8545683A JPS59210119A (en) 1983-05-16 1983-05-16 Sand drain bag

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP8545683A JPS59210119A (en) 1983-05-16 1983-05-16 Sand drain bag

Publications (2)

Publication Number Publication Date
JPS59210119A JPS59210119A (en) 1984-11-28
JPH0317962B2 true JPH0317962B2 (en) 1991-03-11

Family

ID=13859380

Family Applications (1)

Application Number Title Priority Date Filing Date
JP8545683A Granted JPS59210119A (en) 1983-05-16 1983-05-16 Sand drain bag

Country Status (1)

Country Link
JP (1) JPS59210119A (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112144502B (en) * 2020-10-13 2021-11-12 福建中设工程咨询有限公司 Precipitation structure and precipitation method for highway soft soil foundation

Also Published As

Publication number Publication date
JPS59210119A (en) 1984-11-28

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