JPH0447235Y2 - - Google Patents
Info
- Publication number
- JPH0447235Y2 JPH0447235Y2 JP12784385U JP12784385U JPH0447235Y2 JP H0447235 Y2 JPH0447235 Y2 JP H0447235Y2 JP 12784385 U JP12784385 U JP 12784385U JP 12784385 U JP12784385 U JP 12784385U JP H0447235 Y2 JPH0447235 Y2 JP H0447235Y2
- Authority
- JP
- Japan
- Prior art keywords
- sand
- casing
- sand bag
- sandbag
- water
- 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
Links
- 239000004576 sand Substances 0.000 claims description 72
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 11
- 239000008400 supply water Substances 0.000 claims description 9
- 238000007599 discharging Methods 0.000 claims description 2
- 238000010276 construction Methods 0.000 description 7
- 238000001514 detection method Methods 0.000 description 5
- 238000000034 method Methods 0.000 description 5
- 230000015572 biosynthetic process Effects 0.000 description 3
- 230000000694 effects Effects 0.000 description 3
- 230000001681 protective effect Effects 0.000 description 3
- 238000009434 installation Methods 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 238000007665 sagging Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 1
- 238000002347 injection Methods 0.000 description 1
- 239000007924 injection Substances 0.000 description 1
Landscapes
- Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
- Supply Of Fluid Materials To The Packaging Location (AREA)
- Basic Packing Technique (AREA)
Description
【考案の詳細な説明】
〔産業上の利用分野〕
本考案は海底その他、水底等の軟弱地盤中に砂
袋柱を形成する砂袋柱形成装置の砂袋装着筒に関
するものである。[Detailed Description of the Invention] [Industrial Field of Application] The present invention relates to a sandbag mounting cylinder for a sandbag pillar forming device that forms sandbag pillars in soft ground such as the ocean floor or other soft ground such as the water bottom.
従来、海底等の軟弱地盤を改良する工法として
砂柱によるサンドドレーン工法が広く採用されて
いる。
Conventionally, the sand drain method using sand pillars has been widely adopted as a construction method for improving soft ground such as the seabed.
しかし、砂柱の長さが大きくなるに従つて、施
工中砂柱が砂切れして不連続になつたり、細くな
つたりして、施工上問題があり、そのため砂柱の
径は余裕を見て大口径となり、多量の砂を必要と
するばかりでなく、ドレーン効果が不安定で信頼
度に疑問があつた。 However, as the length of the sand pillar increases, problems arise during construction, such as sand cutting in the sand pillar, making it discontinuous or becoming thinner. Not only did it have a large diameter and required a large amount of sand, but the drain effect was unstable and its reliability was questionable.
そこで、このような海底等の軟弱地盤中にケー
シングを打ち込み、そのケーシング内に砂袋を落
下させるに当り、そのケーシング内の砂袋の下方
の水をポンプにより排水管を通じて排出しつつ、
その排水量を調節しながら砂袋をそのケーシング
内に沈降させて砂袋柱を形成し、ついでその砂袋
柱のみを残してそのケーシング等を抜き去るよう
にした海底等の軟弱地盤中に砂袋柱を形成する工
法と装置に関する特公昭53−16604の発明がなさ
れており、水中パツクドレーン工法の有力な施工
方法の一つとして実用されている。 Therefore, when a casing is driven into soft ground such as the seabed and a sand bag is dropped into the casing, the water below the sand bag inside the casing is discharged through a drain pipe by a pump.
The sandbag is deposited in soft ground such as the seabed, and the sandbag is deposited into the casing while adjusting the drainage amount to form a sandbag column, and then the casing etc. are removed leaving only the sandbag column. A method and device for forming pillars was invented in Japanese Patent Publication No. 53-16604, and is now in practical use as one of the most effective construction methods for underwater pack drain construction.
この工法では、軟弱地盤中に打ち込んだケーシ
ングの上部にこのケーシング内に砂袋を降下させ
るための砂袋装着筒を設け、この装着筒の外周に
長手方向に圧縮され、蛇腹状に装着された有底の
砂袋内に、装着筒上部のホツパ部から砂及び供給
水を混ぜながら導入して、砂袋柱を形成し、その
砂袋柱がケーシング内を降下することになる。し
かしながら、砂袋柱の形成中に、装着筒の外周に
装着された砂袋が下方から引張られてずり落ちた
り、自由落下してたるみが発生し、良好な砂袋柱
の形成がなされないという問題がある。 In this construction method, a sand bag installation tube is installed on the top of a casing that is driven into soft ground to lower sand bags into the casing, and the sand bags are compressed in the longitudinal direction and attached to the outer circumference of this installation tube in a bellows shape. Sand and supply water are mixed and introduced into the sandbag with a bottom through the hopper at the top of the mounting cylinder to form a sandbag column, and the sandbag column descends inside the casing. However, during the formation of sandbag pillars, the sandbag attached to the outer periphery of the mounting tube is pulled from below and slips off, or falls freely and sag, which prevents the formation of good sandbag pillars. There's a problem.
そこで本考案は前記従来の問題点を解消し、水
中パツクドレーン工法による砂袋柱形成装置のカ
セツト外周に装着された砂袋のずれ落ちを防止す
ることを目的としたものである。
SUMMARY OF THE INVENTION The object of the present invention is to solve the above-mentioned conventional problems and to prevent the sand bags attached to the outer periphery of the cassette of the sand bag column forming apparatus using the underwater pack drain method from slipping down.
本考案は水底等の軟弱地盤中に打ち込むケーシ
ングの上部に、該ケーシング内に砂を降下可能な
砂袋装着筒ならびに該装着筒を経由して砂及び供
給水を上記砂袋内に供給するホツパ部を有し、更
にケーシング内に充満した水を排出しながらケー
シング内に砂袋を降下させて砂袋柱を形成する砂
袋柱形成装置において、上記砂袋装着筒の下部外
周に摩擦体を取り付けたことを特徴とする砂袋柱
形成装置の砂袋装着筒からなる。
The present invention includes a sand bag mounting tube that allows sand to be lowered into the casing on top of a casing that is driven into soft ground such as the bottom of the water, and supplies sand and supply water into the sand bag via the mounting tube. In a sand bag column forming device that has a hopper part and further forms a sand bag column by lowering the sand bag into the casing while discharging the water filled in the casing, friction is applied to the lower outer periphery of the sand bag mounting cylinder. It consists of a sand bag mounting cylinder of a sand bag pillar forming device, which is characterized by having a body attached thereto.
以下図面を参照して本考案の詳細を説明する
が、第1図は本考案の砂袋装着筒を適用した一実
施例における砂袋柱形成装置の全体配置図、第2
図は第1図のホツパ部下部と砂袋装着筒との継手
部を示す拡大側面図、第3図は第1図のホツパ部
の拡大側断面図、第4−A図は第1図の砂面検知
センサのA−A方向の平断面図、第4−B図は第
4−A図の側面図、第5図は第4−A図の触覚ス
イツチの拡大平断面図、第6図は砂袋装着筒の要
部拡大側断面図である。
The details of the present invention will be explained below with reference to the drawings, and FIG.
The figure is an enlarged side view showing the joint between the lower part of the hopper part in Fig. 1 and the sand bag mounting cylinder, Fig. 3 is an enlarged side sectional view of the hopper part in Fig. 1, and Fig. 4-A is the figure shown in Fig. 1. 4-B is a side view of FIG. 4-A, FIG. 5 is an enlarged plan sectional view of the tactile switch of FIG. 4-A, and FIG. The figure is an enlarged side sectional view of the main part of the sand bag mounting tube.
まず、第1図に示す装置では、改良しようとす
る水底等の軟弱地盤1中にケーシング2を打ち込
んだ状態で、ケーシング2中に水Wが充満してい
る。 First, in the apparatus shown in FIG. 1, the casing 2 is filled with water W while the casing 2 is driven into soft ground 1 such as a water bottom to be improved.
次に、このケーシング2内に、予め遮水材4を
挿入し、この遮水材4の上から砂袋3を挿入して
おき、図示されていないベルトコンベヤ及びシユ
ート等を経由して供給された砂Sをホツパ部5か
ら供給する。 Next, a water-shielding material 4 is inserted into the casing 2 in advance, and a sand bag 3 is inserted from above the water-shielding material 4, and the sand bag 3 is supplied via a belt conveyor, chute, etc. (not shown). The sand S is supplied from the hopper section 5.
このホツパ部5には、第3図に示すごとく砂S
を定量供給するためのスクリユーコンベヤ6が砂
Sの供給方向、すなわち垂直方向に設けられ、こ
のスクリユーコンベヤ6はモータ7で回転される
ようになつており、更に、供給水ポンプ8によ
り、供給水Wを流量計21を有する供給水管15
を経由して、このスクリユーコンベヤ6の下部に
供給し、供給水噴射ノズル9から噴射して、砂S
に混合させながら砂袋3内にその砂Sを導入する
ようになつている。 This hopper part 5 has sand S as shown in FIG.
A screw conveyor 6 for supplying a fixed amount of sand S is provided in the feeding direction of the sand S, that is, in the vertical direction, and this screw conveyor 6 is rotated by a motor 7. Supply water W is passed through a supply water pipe 15 having a flow meter 21
The sand S is supplied to the lower part of the screw conveyor 6 via the
The sand S is introduced into the sand bag 3 while being mixed.
上記のごとく、スクリユーコンベヤ6及び供給
水噴射ノズル9等からなるホツパ部5の下部と、
ケーシング2の上部との間には、第2図及び第6
図に示す砂袋装着筒10が設けられているが、こ
の装着筒10は第2図に示すごとく、ホツパ部5
の下端に装着筒継手12によつて着脱可能に継合
されている。 As mentioned above, the lower part of the hopper section 5 consisting of the screw conveyor 6, the supply water injection nozzle 9, etc.,
2 and 6 between the upper part of the casing 2 and the upper part of the casing 2.
A sandbag mounting cylinder 10 shown in the figure is provided, and this mounting cylinder 10 has a hopper portion 5 as shown in Fig. 2.
It is removably connected to the lower end of the cylinder by means of a mounting cylinder joint 12.
更に、この装着筒10の外周には透水性の網な
どからなる有底の砂袋3が長手方向に圧縮されて
蛇腹状に装着されており、砂Sが導入されると、
砂Sの自重により水Wが充満したケーシング2内
に降下するようになつている。 Furthermore, a sand bag 3 with a bottom made of a water-permeable net or the like is compressed in the longitudinal direction and attached to the outer periphery of the mounting tube 10 in a bellows shape, and when the sand S is introduced,
The weight of the sand S causes it to descend into the casing 2 filled with water W.
なお、この装着筒10の下部には砂袋3のずり
落ち防止用の空気入りチユーブ16及び保護ゴム
板17が取り付けられている。 Note that an air tube 16 and a protective rubber plate 17 are attached to the lower part of the mounting tube 10 to prevent the sand bag 3 from slipping down.
また、上記のごとく砂Sを供給された砂袋3が
ケーシング2内に降下する際、そのケーシング2
内に充満した水Wを排水するため、第1図に示す
ように、排水バルブ13及び流量計21を有する
排水管14がケーシング2の下部に設けられてい
る。 Furthermore, when the sand bag 3 supplied with sand S as described above descends into the casing 2, the casing 2
In order to drain the water W filled inside, a drain pipe 14 having a drain valve 13 and a flow meter 21 is provided at the bottom of the casing 2, as shown in FIG.
一方、第1図に示す上記ケーシング2の上部に
は、上下2個の砂面検知センサ18A,18Bが
設けられており、この砂面検知センサ18A,1
8Bは、第4−A図及び第4−B図に示すごと
く、それぞれ3個づつの第5図に示す触覚スイツ
チ19を有しており、砂袋柱形成中の砂袋3内の
第1図の矢印Xで示す砂柱の上端面を検知可能に
している。 On the other hand, two upper and lower sand surface detection sensors 18A, 18B are provided in the upper part of the casing 2 shown in FIG.
8B, as shown in FIGS. 4-A and 4-B, each has three tactile switches 19 shown in FIG. The upper end surface of the sand column indicated by arrow X in the figure can be detected.
即ち、砂柱の上端面Xの位置が上側の砂面検知
センサ18Aと接触時、即ち、上端面Xがこの砂
面検知センサ18Aよりも上に位置した時には、
ホツパ部5内のスクリユーコンベヤ6及び供給水
ポンプ8を停止し、また上端面Xの位置が下側の
砂面検知センサ18Bと非接触時、即ち、上端面
Xがこの砂面検知センサ18Bより下に位置した
時は、排水管14の排水バルブ13を閉止する制
御装置20を設けて自動制御を行なつている。 That is, when the position of the upper end surface X of the sand column contacts the upper sand surface detection sensor 18A, that is, when the upper end surface X is located above this sand surface detection sensor 18A,
When the screw conveyor 6 and the supply water pump 8 in the hopper section 5 are stopped and the position of the upper end surface X is not in contact with the lower sand surface detection sensor 18B, that is, when the upper end surface Automatic control is provided by providing a control device 20 that closes the drain valve 13 of the drain pipe 14 when the drain is located lower.
なお、排水バルブ13は電磁弁制御によるエア
シリンダで作動し、設定開度と全閉の2ポジシヨ
ンとしており、上記センサの繁雑な作動に対して
エアシリンダを使用することで排水バルブ13の
開閉を滑らかにしている。 The drain valve 13 is operated by an air cylinder controlled by a solenoid valve and has two positions: a set opening and a fully closed position.The air cylinder is used to open and close the drain valve 13 in response to the complicated operation of the sensor. It's smooth.
以上の構成からなる砂袋柱形成装置による水中
パツクドレーン工法を適用する際には、軟弱地盤
1中にケーシング2を打ち込み、このケーシング
2内に充満した水Wを排水管14を通じて排出す
る一方、砂S及び供給水Wが導入される砂袋3を
そのケーシング2内に降下させて、砂袋柱を形成
し、砂袋柱の形成の完了後に砂袋柱のみを残して
ケーシング2を抜き去ることになる。 When applying the underwater pack drain method using the sand bag pillar forming device having the above configuration, the casing 2 is driven into the soft ground 1, and the water W filled in the casing 2 is discharged through the drain pipe 14. A sand bag 3 into which sand S and supply water W are introduced is lowered into the casing 2 to form a sand bag column, and after the formation of the sand bag column is completed, the casing 2 is removed leaving only the sand bag column. It turns out.
以上のごとく、本考案では砂袋装着筒10の下
部の外周に、空気入りチユーブ16を嵌め付けに
より取付けており、このチユーブ内の空気の量を
予め調整してこの空気入りチユーブ16の外周面
と砂袋3の内面との間に摩擦抵抗を発生させるこ
とにより、砂袋3にその内側より均一な張力を持
たせている。 As described above, in the present invention, the air-filled tube 16 is attached to the outer periphery of the lower part of the sand bag mounting cylinder 10 by fitting, and the amount of air inside this tube is adjusted in advance so that the outer periphery of the air-filled tube 16 is adjusted. By generating frictional resistance between the surface and the inner surface of the sandbag 3, the sandbag 3 is made to have more uniform tension than the inside.
その結果、砂袋3の自由落下と砂袋造成中の砂
袋3のたるみを防止するので、この空気入りチユ
ーブ16が砂袋3のブレーキ装置の機能をする。 As a result, the free fall of the sand bag 3 and the sagging of the sand bag 3 during sand bag construction are prevented, so that the air tube 16 functions as a brake device for the sand bag 3.
なお、本実施例では空気入りチユーブ16の外
周を円筒状の保護ゴム板17で覆つて、その上端
を装着筒10に接着しており、空気入りチユーブ
16が砂袋3と直接に接触して下方に引張られて
脱落するのを防止する機能を持たせている。な
お、砂袋装着管の下部外周に取り付ける摩擦体は
空気入りチユーブに限定されず、摩擦機能を有す
るものであればよい。 In this embodiment, the outer periphery of the air tube 16 is covered with a cylindrical protective rubber plate 17, and the upper end thereof is adhered to the mounting tube 10, so that the air tube 16 is not in direct contact with the sandbag 3. It has a function to prevent it from being pulled downward and falling off. Note that the friction body attached to the lower outer periphery of the sandbag mounting tube is not limited to an air-filled tube, and may be any type as long as it has a friction function.
従つて、本考案の砂袋装着筒を水中パツクドレ
ーン工法による砂袋柱形成装置に適用すれば、装
着筒外周に蛇腹状に装着した砂袋が下方から引張
られてずり落ちたり、自然落下することを装着筒
に設けた摩擦体により防止でき、更に砂袋柱造成
中の砂袋のたるみを防止できるので良好な砂袋柱
の形成ができるという効果がある。
Therefore, if the sandbag mounting tube of the present invention is applied to a sandbag pillar forming device using the underwater pack drain method, the sandbags attached in a bellows-like manner around the outer circumference of the mounting tube will not be pulled down from below and slip off, or will fall by themselves. This can be prevented by the friction body provided on the mounting tube, and furthermore, it is possible to prevent the sand bag from sagging during the construction of the sand bag pillar, which has the effect of making it possible to form a good sand bag pillar.
第1図は本考案の砂袋装着筒を適用した一実施
例における砂袋柱形成装置の全体配置図、第2図
は第1図のホツパ部下部と砂袋装着筒との継手部
を示す拡大側面図、第3図は第1図のホツパ部の
拡大側断面図、第4−A図は第1図の砂面検知セ
ンサのA−A方向の平断面図、第4−B図は第4
−A図の側面図、第5図は第4−A図の触覚スイ
ツチの拡大平断面図、第6図は砂袋装着筒の要部
拡大断面図である。
1……軟弱地盤、2……ケーシング、3……砂
袋、5……ホツパ部、10……砂袋装着筒、16
……空気入りチユーブ、17……保護ゴム板、S
……砂、W……供給水。
Fig. 1 is an overall layout diagram of a sandbag pillar forming device in one embodiment to which the sandbag mounting cylinder of the present invention is applied, and Fig. 2 is a joint between the lower part of the hopper part shown in Fig. 1 and the sandbag mounting cylinder. FIG. 3 is an enlarged side sectional view of the hopper part in FIG. 1, FIG. 4-A is a plan sectional view in the A-A direction of the sand surface detection sensor in FIG. 1, and FIG. 4-B The figure is number 4
-A is a side view, FIG. 5 is an enlarged plan sectional view of the tactile switch shown in FIG. 4-A, and FIG. 6 is an enlarged sectional view of a main part of the sandbag mounting tube. 1... Soft ground, 2... Casing, 3... Sand bag, 5... Hopper part, 10... Sand bag mounting tube, 16
...Pneumatic tube, 17...Protective rubber plate, S
...Sand, W...Supply water.
Claims (1)
部に、該ケーシング内に砂を降下可能な砂袋装着
筒ならびに該装着筒を経由して砂及び供給水を上
記砂袋内に供給するホツパ部を有し、更にケーシ
ング内に充満した水を排出しながらケーシング内
に砂袋を降下させて砂袋柱を形成する砂袋柱形成
装置において、上記砂袋装着筒下部外周に摩擦体
を取り付けたことを特徴とする砂袋柱形成装置の
砂袋装着筒。 At the top of the casing to be driven into soft ground such as the bottom of a water, there is provided a sand bag mounting tube that can lower sand into the casing, and a hopper section that supplies sand and supply water into the sand bag via the mounting tube. In the sand bag pillar forming device, which forms a sand bag pillar by lowering the sand bag into the casing while discharging the water filled in the casing, a friction body is attached to the outer periphery of the lower part of the sand bag mounting cylinder. A sandbag mounting tube of a sandbag column forming device characterized by:
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP12784385U JPH0447235Y2 (en) | 1985-08-23 | 1985-08-23 |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP12784385U JPH0447235Y2 (en) | 1985-08-23 | 1985-08-23 |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS6238948U JPS6238948U (en) | 1987-03-07 |
| JPH0447235Y2 true JPH0447235Y2 (en) | 1992-11-09 |
Family
ID=31022982
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP12784385U Expired JPH0447235Y2 (en) | 1985-08-23 | 1985-08-23 |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0447235Y2 (en) |
-
1985
- 1985-08-23 JP JP12784385U patent/JPH0447235Y2/ja not_active Expired
Also Published As
| Publication number | Publication date |
|---|---|
| JPS6238948U (en) | 1987-03-07 |
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