JP3150811B2 - Spraying sand on soft ground - Google Patents
Spraying sand on soft groundInfo
- Publication number
- JP3150811B2 JP3150811B2 JP02470193A JP2470193A JP3150811B2 JP 3150811 B2 JP3150811 B2 JP 3150811B2 JP 02470193 A JP02470193 A JP 02470193A JP 2470193 A JP2470193 A JP 2470193A JP 3150811 B2 JP3150811 B2 JP 3150811B2
- Authority
- JP
- Japan
- Prior art keywords
- sand
- conveyor
- soft ground
- supplied
- jet
- 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 - Lifetime
Links
Description
【0001】[0001]
【産業上の利用分野】この発明は、非常に軟弱な地盤の
表層を改良するために良質の砂を散布する覆土工法に関
する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a soil covering method for spraying high-quality sand to improve the surface of a very soft ground.
【0002】[0002]
【従来の技術】例えば、ポンプ浚渫船で海底に堆積して
いる軟弱土を浚渫して埋立地内に投入すると、軟弱土は
浚渫埋立の施工過程で乱されて更に軟弱化し、非常に軟
弱な地盤が形成される。このような超軟弱な地盤を改良
するために砂を散布する場合には、まずネットやシート
等の表面被覆材を敷設した後、小型のポンプ船を使った
水搬方式、あるいは運搬車とブルドーザの組合せ、ジェ
ットコンベアとベルトコンベアの組合せ等による直まき
方式によって砂のまき出しが行われている。2. Description of the Related Art For example, when soft soil deposited on the seabed is dredged by a pump dredger and put into a landfill, the soft soil is disturbed during the construction process of the dredged landfill and further softens, resulting in very soft ground. It is formed. When spraying sand to improve such ultra-soft ground, first lay a surface covering material such as nets and sheets, and then use a water pumping method using a small pump ship, or a truck and bulldozer. Sand is discharged by a direct spreading method using a combination of a jet conveyor and a belt conveyor.
【0003】しかしながら、水搬方式は濁水によって水
質汚濁を生じやすいという問題があり、また運搬車とブ
ルドーザの組合せの場合には接地圧が大きく、機械の重
量に耐えられる比較的良好な地盤でないと施工が困難で
ある。However, the water transport system has a problem that water pollution is apt to occur due to turbid water. In the case of a combination of a transport vehicle and a bulldozer, the ground pressure is large and the ground must be relatively good to withstand the weight of the machine. Construction is difficult.
【0004】またジェットコンベアを使用した直まき方
式は、超軟弱地盤周辺の築堤上などにホッパーを設置
し、ジェットコンベアのみを超軟弱地盤上に配置してこ
れを直線的に移動させるものであり、ホッパーからジェ
ットコンベアまでは長さが5〜7mのベルトコンベアを
多数連結して砂を供給し、まき出しが終了すると次の散
布位置までジェットコンベアを移動させ、それに合わせ
てベルトコンベアを延長するようにしている。この場
合、地盤強度が低いために延長用のベルトコンベアをベ
ルトの先端位置まで土木機械で運搬することは不可能で
あって、人力で運搬して連結する必要があり、重いベル
トコンベアの運搬や連結に時間を要し、その結果実運転
時間が減少してジェットコンベアの稼働率が低下し、作
業全体の効率が低下する大きな要因となっていた。[0004] In the direct-feeding method using a jet conveyor, a hopper is installed on an embankment or the like near the ultra-soft ground, and only the jet conveyor is arranged on the ultra-soft ground and moved linearly. A number of belt conveyors with a length of 5 to 7 m are connected from the hopper to the jet conveyor to supply sand, and when unwinding is completed, the jet conveyor is moved to the next spraying position and the belt conveyor is extended accordingly. Like that. In this case, because the ground strength is low, it is impossible to transport the extension belt conveyor to the end of the belt by a civil engineering machine. The connection required time, and as a result, the actual operation time was reduced, the operation rate of the jet conveyor was reduced, and this was a major factor in reducing the efficiency of the entire operation.
【0005】[0005]
【発明が解決しようとする課題】この発明は上記のよう
な問題点に着目し、超軟弱地盤への砂散布作業を効率的
に実施できるようにすることを課題としてなされたもの
である。SUMMARY OF THE INVENTION It is an object of the present invention to pay attention to the above-mentioned problems and to make it possible to efficiently perform a sand spraying operation on an extremely soft ground.
【0006】[0006]
【課題を解決するための手段】上記の課題を達成するた
めに、この発明の軟弱地盤上への砂散布方法は、砂を遠
方に投射するジェットコンベアにより砂を軟弱地盤上に
散布すると共に、このジェットコンベアに供給される砂
の補給を砂散布の終了した部分にブロック状の厚い発泡
スチロール板を敷いて形成した搬入路上を走行する運搬
車によって行うようにしている。また、運搬車によって
ホッパーに供給された砂をスクリューコンベアに連続的
に送り出し、スクリューコンベアで供給された砂をベル
トコンベアによりジェットコンベアに供給し、このジェ
ットコンベアによって砂を軟弱地盤上に散布するように
している。Means for Solving the Problems In order to achieve the above-mentioned object, a method for spraying sand on soft ground according to the present invention is to disperse sand on soft ground by a jet conveyor for projecting sand to a distant place, The supply of the sand supplied to the jet conveyer is performed by a transport vehicle that runs on a carry-in path formed by laying a thick block-shaped styrofoam plate on a portion where sand has been sprayed. Also, the sand supplied to the hopper by the transport vehicle is continuously sent out to the screw conveyor, the sand supplied by the screw conveyor is supplied to the jet conveyor by the belt conveyor, and the sand is sprayed on the soft ground by the jet conveyor. I have to.
【0007】[0007]
【作用】砂はジェットコンベアによって遠方に投射され
るため、ブルドーザによる直接敷ならしと比べて軟弱地
盤上での作業や機械類の移動が安全であり、また、運搬
車は発泡スチロール板からなる搬入路上を走行するため
地盤に対する接地圧が小さく、軟弱な地盤でも安全な走
行が確保され、しかも発泡スチロール板は軽量であるた
め搬入路の設置や撤去は容易である。また、運搬車によ
って砂が供給されるホッパーの次にスクリューコンベア
を設けているので、ジェットコンベアに一定量の砂を連
続的に供給することができ、散布された砂の厚さを均一
化することが容易となる。[Function] Since sand is projected far away by the jet conveyor, it is safer to work and move machinery on soft ground than directly laying with a bulldozer, and transport vehicles are made of Styrofoam plates. Since the vehicle travels on the road, the ground contact pressure against the ground is small, and safe traveling is ensured even on soft ground. In addition, since the Styrofoam plate is lightweight, it is easy to install and remove the carry-in path. In addition, since the screw conveyor is provided next to the hopper to which the sand is supplied by the transport vehicle, a fixed amount of sand can be continuously supplied to the jet conveyor, and the thickness of the sprayed sand is made uniform. It becomes easier.
【0008】[0008]
【実施例】次に、図示の一実施例について説明する。図
1は施工状況を示す要部の側面図、図2は全体の側面
図、図3は同平面図である。Next, one embodiment shown in the drawings will be described. FIG. 1 is a side view of a main part showing a construction state, FIG. 2 is a side view of the whole, and FIG.
【0009】図において、1はホッパー、2はスクリュ
ーコンベア、3はベルトコンベア、4はジェットコンベ
アであり、これらは、ホッパー1に連続的に供給された
砂5aがスクリューコンベア2とベルトコンベア3を経
てジェットコンベア4に供給されるように所定の関係を
保った配置で連結され、1つにまとまった作業ユニット
6を構成している。なお、ホッパー1や各コンベア2,
3,4自体の構造は従来から知られているものが適宜採
用可能である。ジェットコンベア4はクローラー4aを
備えたキャリヤ4bに搭載されたもので、例えば左右に
90度回転可能な旋回台上に設置されて180度の範囲
で最大20mの距離まで砂5bを投射できるように構成
されており、他のコンベア2,3とホッパー1を牽引し
てキャリヤ4bで自走できるようになっている。In the figure, 1 is a hopper, 2 is a screw conveyor, 3 is a belt conveyor, and 4 is a jet conveyor. Sand 5a continuously supplied to the hopper 1 is a screw conveyor 2 and a belt conveyor 3. The work units 6 are connected to each other in an arrangement maintaining a predetermined relationship so as to be supplied to the jet conveyor 4 through the work unit 6. The hopper 1 and each conveyor 2,
Conventionally known structures can be adopted as the structures of the members 3 and 4 themselves. The jet conveyor 4 is mounted on a carrier 4b provided with a crawler 4a, and is installed on, for example, a swivel that can rotate 90 degrees to the right and left so that the sand 5b can be projected up to a distance of 20 m within a range of 180 degrees. The hopper 1 is pulled by the other conveyors 2, 3 and the carrier 4b so that it can run on its own.
【0010】7はクローラー7aとダンプ式の荷台7b
を備えた運搬車、8は搬入路、9は築堤10上のバック
ホウである。運搬車7は搬入路8上を往復走行してバッ
クホー9によって積み込まれた砂5aをホッパー1に供
給するものであり、搬入路8はジェットコンベア4で散
布された砂5c上にブロック状の厚い発泡スチロール板
8aを隙間なく敷いて形成されている。発泡スチロール
板8aとしては、例えば2.7×0.9mの大きさで厚
さが0.4mのものが使用される。Reference numeral 7 denotes a crawler 7a and a dump-type carrier 7b.
, 8 is a carry-in path, 9 is a backhoe on the embankment 10. The transport vehicle 7 reciprocates on the carry-in path 8 and supplies the sand 5a loaded by the backhoe 9 to the hopper 1. The carry-in path 8 has a thick block-like shape on the sand 5c scattered by the jet conveyor 4. The styrofoam plate 8a is laid without gaps. As the Styrofoam plate 8a, for example, one having a size of 2.7 × 0.9 m and a thickness of 0.4 m is used.
【0011】砂散布の作業は次のような手順で行われ
る。まず、対象となる地盤G上にネット11を敷設した
後、築堤10等に仮置きされた砂をバックホウ9によっ
て運搬車7に積み込み、ホッパー1に投入する。なお、
築堤10に近い地点では運搬車7を使用せず、砂はバッ
クホウ9で直接ホッパー1に投入することができる。ス
クリューコンベア2はその回転速度を一定に保って定量
の砂をベルトコンベア3に供給するようになっており、
ベルトコンベア3で運ばれた砂はジェットコンベア4の
ホッパー4cに投入され、ジェットコンベア4により遠
方の目標地点に投射される。この砂5bのまき出しはジ
ェットコンベア4を旋回させながら図3に示すように円
弧状に行い、ネット11上の砂5cの厚さが所定値、例
えば0.5mに達してその地点での作業が終了すると、
キャリヤ4bを駆動して作業ユニット6を次の地点まで
1ピッチ、例えば5m移動させる。The operation of spraying sand is performed in the following procedure. First, after laying the net 11 on the target ground G, the sand temporarily placed on the embankment 10 or the like is loaded on the transport vehicle 7 by the backhoe 9 and put into the hopper 1. In addition,
Sand can be directly injected into the hopper 1 with the backhoe 9 without using the carrier 7 at a point near the embankment 10. The screw conveyor 2 supplies a fixed amount of sand to the belt conveyor 3 while keeping the rotation speed constant,
The sand conveyed by the belt conveyor 3 is put into a hopper 4c of the jet conveyor 4, and is projected by the jet conveyor 4 to a distant target point. The sand 5b is unwound in an arc shape as shown in FIG. 3 while turning the jet conveyor 4, and the work at that point is performed when the thickness of the sand 5c on the net 11 reaches a predetermined value, for example, 0.5 m. Is completed,
The carrier 4b is driven to move the working unit 6 to the next point by one pitch, for example, 5 m.
【0012】搬入路8は作業ユニット6と築堤10の間
に形成されるものであり、作業ユニット6の移動に応じ
て逐次延長される。すなわち、作業ユニット6の移動後
に人力によりあるいは小型の土木機械を使用して搬入路
8の先端まで発泡スチロール板8aを運搬し、これを作
業ユニット6のホッパー1に届く位置まで敷き詰めて搬
入路8が延長される。以下、同様の手順を繰り返しなが
ら砂のまき出しを行うのであり、作業ユニット6の移動
や搬入路8の延長が容易で効率よく作業を進めることが
でき、また安全性も向上される。The carry-in path 8 is formed between the work unit 6 and the embankment 10, and is extended sequentially according to the movement of the work unit 6. That is, after the operation unit 6 is moved, the styrofoam plate 8a is transported to the tip of the import path 8 by human power or using a small civil engineering machine, and is spread to a position where it reaches the hopper 1 of the operation unit 6, and the import path 8 is moved. Will be extended. Hereinafter, sand is extracted while repeating the same procedure, so that the operation unit 6 can be easily moved and the carry-in path 8 can be easily extended, work can be efficiently performed, and safety can be improved.
【0013】なお、ホッパー1からスクリューコンベア
2に砂5aがスムーズに供給されるにはホッパー1の底
部の排出口上に山積み状態となることが望ましい。12
はこのために必要に応じて使用されるミニバックホウで
あり、図3に示すようにホッパー1の横に設けた発泡ス
チロール製の作業台13の上に設置し、砂5aが適切な
形状で山積みされるようにミニバックホウ12を作動さ
せるのである。In order to smoothly supply the sand 5a from the hopper 1 to the screw conveyor 2, it is desirable that the sand 5a be piled up on the discharge port at the bottom of the hopper 1. 12
Is a mini-backhoe used as needed for this purpose. As shown in FIG. 3, the mini-backhoe is placed on a work table 13 made of styrene foam provided beside the hopper 1, and the sand 5a is piled up in an appropriate shape. The mini backhoe 12 is operated in such a manner.
【0014】[0014]
【発明の効果】上述の実施例から明らかなように、この
発明は、砂を遠方に投射するジェットコンベアにより砂
を軟弱地盤上に散布すると共に、このジェットコンベア
に供給される砂の補給を砂散布の終了した部分に発泡ス
チロール板を敷いて形成した搬入路上を走行する運搬車
によって行うようにしたものである。従って、ブルドー
ザによる直接敷ならしと比べて軟弱地盤上での作業や砂
の補給等が容易且つ安全であると共に、作業が終了した
地点から次の地点への移動も容易であり、ジェットコン
ベアの稼働率を向上して作業全体を効率よく進めること
が可能となる。As is apparent from the above embodiment, the present invention scatters sand on soft ground by a jet conveyor for projecting sand to a distant place, and replenishes the sand supplied to the jet conveyor with sand. This is performed by a transport vehicle that runs on a carry-in path formed by laying a styrofoam plate on a portion where spraying has been completed. Therefore, compared to direct laying with a bulldozer, work on soft ground and replenishment of sand are easier and safer, and it is easier to move from the point where work was completed to the next point, and the jet conveyor It is possible to improve the operation rate and efficiently proceed with the entire work.
【0015】また、運搬車によってホッパーに供給され
た砂をスクリューコンベアで送り出すことにより、ジェ
ットコンベアに一定量の砂を連続的に供給することがで
き、散布された砂の厚さを均一化することが容易とな
る。[0015] Further, by feeding the sand supplied to the hopper by the transporter with a screw conveyor, a fixed amount of sand can be continuously supplied to the jet conveyor, and the thickness of the sprayed sand is made uniform. It becomes easier.
【図1】この発明の一実施例の施工状況を示す要部の側
面図である。FIG. 1 is a side view of a main part showing a construction state according to an embodiment of the present invention.
【図2】同実施例の施工状況を示す全体の側面図であ
る。FIG. 2 is an overall side view showing a construction state of the embodiment.
【図3】同実施例の平面図である。FIG. 3 is a plan view of the embodiment.
1 ホッパ 2 スクリューコンベア 3 ベルトコンベア 4 ジェットコンベア 5a,5b,5c 砂 6 作業ユニット 7 運搬車 8 搬入路 8a 発泡スチロール板 DESCRIPTION OF SYMBOLS 1 Hopper 2 Screw conveyor 3 Belt conveyor 4 Jet conveyor 5a, 5b, 5c Sand 6 Work unit 7 Transport vehicle 8 Loading path 8a Styrofoam board
───────────────────────────────────────────────────── フロントページの続き (58)調査した分野(Int.Cl.7,DB名) E02D 3/00 ──────────────────────────────────────────────────続 き Continued on front page (58) Field surveyed (Int.Cl. 7 , DB name) E02D 3/00
Claims (2)
より砂を軟弱地盤上に散布すると共に、このジェットコ
ンベアに供給される砂の補給を砂散布の終了した部分に
ブロック状の厚い発泡スチロール板を敷いて形成した搬
入路上を走行する運搬車によって行うことを特徴とする
軟弱地盤上への砂散布方法。1. A sand conveyor for projecting sand to a distant place sprays the sand on soft ground, and replenishes the sand supplied to the jet conveyor with a block-shaped thick styrofoam plate at a portion where the sand is scattered. A method of spraying sand on soft ground, wherein the method is performed by a transport vehicle traveling on a carrying-in path formed by the method.
をスクリューコンベアに連続的に送り出し、スクリュー
コンベアで供給された砂をベルトコンベアによりジェッ
トコンベアに供給し、このジェットコンベアによって砂
を軟弱地盤上に散布するようにした請求項1記載の軟弱
地盤上への砂散布方法。2. The sand supplied to a hopper by a transport vehicle is continuously sent out to a screw conveyor, the sand supplied by the screw conveyor is supplied to a jet conveyor by a belt conveyor, and the sand is supplied to the soft ground by the jet conveyor. The method for spraying sand on soft ground according to claim 1, wherein the sand is sprayed.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP02470193A JP3150811B2 (en) | 1993-01-19 | 1993-01-19 | Spraying sand on soft ground |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP02470193A JP3150811B2 (en) | 1993-01-19 | 1993-01-19 | Spraying sand on soft ground |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH06212615A JPH06212615A (en) | 1994-08-02 |
JP3150811B2 true JP3150811B2 (en) | 2001-03-26 |
Family
ID=12145486
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP02470193A Expired - Lifetime JP3150811B2 (en) | 1993-01-19 | 1993-01-19 | Spraying sand on soft ground |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP3150811B2 (en) |
Families Citing this family (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR100374996B1 (en) * | 2001-06-26 | 2003-03-06 | 석정건설주식회사 | Banking Method on Very Weak Soil Using Floating Belt Conveyor System |
KR100458381B1 (en) * | 2001-10-30 | 2004-12-03 | 삼성중공업 주식회사 | Construction method of sand-mat for reinforcing ground of weakness |
KR100550674B1 (en) * | 2005-03-12 | 2006-02-13 | 석정건설주식회사 | An apparatus and a spreading method by moving belt sprayer |
-
1993
- 1993-01-19 JP JP02470193A patent/JP3150811B2/en not_active Expired - Lifetime
Also Published As
Publication number | Publication date |
---|---|
JPH06212615A (en) | 1994-08-02 |
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