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JPS6018772B2 - How to create mounds etc. - Google Patents
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JPS6018772B2 - How to create mounds etc. - Google Patents

How to create mounds etc.

Info

Publication number
JPS6018772B2
JPS6018772B2 JP8012979A JP8012979A JPS6018772B2 JP S6018772 B2 JPS6018772 B2 JP S6018772B2 JP 8012979 A JP8012979 A JP 8012979A JP 8012979 A JP8012979 A JP 8012979A JP S6018772 B2 JPS6018772 B2 JP S6018772B2
Authority
JP
Japan
Prior art keywords
chute
mound
stones
leveling
appropriate
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
JP8012979A
Other languages
Japanese (ja)
Other versions
JPS566827A (en
Inventor
久 加納
和也 兵頭
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.)
Mitsubishi Heavy Industries Ltd
Original Assignee
Mitsubishi Heavy Industries Ltd
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 Mitsubishi Heavy Industries Ltd filed Critical Mitsubishi Heavy Industries Ltd
Priority to JP8012979A priority Critical patent/JPS6018772B2/en
Publication of JPS566827A publication Critical patent/JPS566827A/en
Publication of JPS6018772B2 publication Critical patent/JPS6018772B2/en
Expired legal-status Critical Current

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Description

【発明の詳細な説明】 本発明は、マウンド等の造成方法の改良に関する。[Detailed description of the invention] The present invention relates to improvements in methods for creating mounds, etc.

土砂ないし石材等の原材料(以下単に原材料という。Raw materials such as earth and sand or stones (hereinafter simply referred to as raw materials).

)を、所定の個所に供給して、所定の大きさのバンクや
マウンド(土手、提防)等を造成する場合、従来は、原
材料を所定の原地盤上に均等に撒布したのち、ブレード
もしくはスカリフアィヤ等の均し機械で敷き均らす方法
が一般的に採用されているが、このような従来方法は、
(i)原材料の供給時に、原地盤上に均等に原材料を撒
布することが難かしく、かつその撒布作業は厄介な作業
で多大の手間を要する。
) to a predetermined location to create banks, mounds, etc. of a predetermined size, conventionally, the raw material was spread evenly on the predetermined raw ground, and then a blade or scarifier was applied. Generally, the method of leveling the ground with a leveling machine such as
(i) When supplying raw materials, it is difficult to spread the raw materials evenly over the original ground, and the spreading work is troublesome and requires a lot of effort.

(ii)原材料の撒布作業と、その均らし作業が全く別
個に行なわれるため、二度手間となる。
(ii) The work of spreading the raw material and the work of leveling it are performed completely separately, resulting in double effort.

(iii} 原材料のブレード等に対する均し抵抗力が
大きく、また、その抵抗力の変動幅が大きくなるため、
均し機械の動力や強度に大きな安全率を0 見込んでお
く要があり、均し機械が大型化し、コストアップを招く
一因となっている。
(iii) Because the raw material has a large leveling resistance against blades, etc., and the fluctuation range of that resistance becomes large,
It is necessary to allow for a large safety factor in the power and strength of the leveling machine, which is one of the reasons that the leveling machine becomes larger and costs increase.

W 一度の均らし作業だけでは、十分な精度をもつ表面
を得ることができないため、何回にも亘つて均らし作業
を行なわなければならず、上記タ (i)、(ii)の
諸欠点と重なって作業能率が非常に低くなり、工事期間
が長期化する。
W Since it is not possible to obtain a surface with sufficient precision with just one leveling operation, the leveling operation must be repeated many times, and the disadvantages of (i) and (ii) above are met. As a result, work efficiency becomes extremely low and the construction period becomes longer.

などの欠点があった。There were drawbacks such as.

近年、大規模で短工期の護岸築堤工事等の要請が増えて
いるが、そのいずれにも依然として上記従釆方法が採用
されているため、コスト面や機能面等で極めて不満足な
実情にある。
In recent years, there has been an increase in requests for large-scale, short-term construction work for seawalls, but the above-mentioned follow-up methods are still being used in all of them, which is extremely unsatisfactory in terms of cost and functionality.

本発明は、かかる実情に鑑み、上記従来方法の欠点を解
消した方法を提供することを目的として提案されたもの
で、一定の大きさの内容積をもち、下端に水平もしくは
適度な迎角をもつ関口部を有するとともに、適宜な移動
手段で、所定方向に水平移動可能で「その移動方向に対
し、上端関口部が上方に位置するように適当に額斜せる
薄肉閉断面形状のシュートの下端開口部を、マウンド等
の造成源地盤上の所定高さ位置にセットしたのち、該シ
ュートの上端関口部から、その内部に、適宜な検知手段
で士砂、石材等の原材料が充満するのを検知するまで原
材料を連続的に供v給し、ついで談検知手段の信号で作
動する上記移動手段によって、シュートを所定方向へ所
定距離水平移動させる操作を行ない、さらにこの操作を
適宜度数Z緑返えすことにより、上記原地盤上に、所定
の高さと広さのマウンド等を造成することを特徴とする
マウンド等の造成方法に係るものである。
In view of the above circumstances, the present invention was proposed with the aim of providing a method that eliminates the drawbacks of the conventional methods described above. The lower end of the chute has a thin walled closed cross-sectional shape that can be horizontally moved in a predetermined direction using an appropriate moving means, and whose forehead can be tilted appropriately so that the upper end entrance is positioned upward in the direction of movement. After the opening is set at a predetermined height above the source ground such as a mound, the inside of the chute is filled with raw materials such as sand and stone using an appropriate detection means from the entrance at the upper end of the chute. The raw material is continuously supplied until it is detected, and then the moving means activated by the signal from the chatter detection means is used to horizontally move the chute for a predetermined distance in a predetermined direction. The present invention relates to a method for creating a mound or the like, which is characterized in that a mound or the like having a predetermined height and width is created on the above-mentioned original ground by sanding.

以下、第1図a〜iを参照しながら本発明方法の原理に
ついて説明する。 Z第1図aに示
す如く、先づ築こうとするマウンド1の作業開始端位置
の原地盤3上日の高さにシュート2をセットする。シュ
ート2は、水平移動可能な構造でその断面は薄肉閉断面
形状で下端開□部は石材等の原材料2の粒径により決定
される適切な8なる仰角をもたせており、またシュート
内の石材のブリッジ現象を防ぐため、石材の粒径に対し
て充分大きい断面寸法をもたせ且つ先広がりの形状とな
っている。
The principle of the method of the present invention will be explained below with reference to FIGS. 1a to 1i. Z As shown in Figure 1a, first set the chute 2 at a height above the original ground 3 at the starting end position of the mound 1 to be built. The chute 2 has a horizontally movable structure, has a thin-walled closed cross-sectional shape, and has an opening at the lower end with an appropriate elevation angle of 8 determined by the grain size of the raw material 2 such as stone. In order to prevent the bridging phenomenon, the cross-sectional dimension is sufficiently large compared to the grain size of the stone, and the shape is widened at the tip.

第1図bは上記シュート2に石材4を供給し始めた状態
を示すが、この状態で石材の供給を続けると石材4は、
原地盤3上に堆積して第1図cの如くシュート関口部に
達し、次いでシュート内にも堆積して来る(第1図d参
照)第1図eは石材がシュート2内に堆積し上端の貯留
スペース5にまで達した状態を示すが、貯留スペース5
には石材の検出レベルhを設定し石材がこの検出しペル
ーに達したことを図示省略の適宜の検知手段が検知する
と、その信号でシュート2の移動手段(図示せず)が作
動しシュート2を水平に矢印方向に一定距離1だけ移動
させる。この操作によりシュートの貯留スペース5内の
石材が原地盤3上に重力の作用のみで落下堆積して新し
いマウンドを形成すると同時に、シュート下端後緑部X
でマウンド上面の均し作業が行なわれる。第1図fは一
定距離Lだけ水平移動を終った状態を示し、シュート2
はほ)、シュート中に等しい中の長さL(=1)の平坦
なマウンドを築き、この位置で第1図bと同様に石材の
供給を行なうことになる。このシュート水平移動距離1
は、シュート高さ日、シュート内容積から決定される量
であり、その容積を水平移動時の抵抗力が許せる範囲で
大きくすれば上記長さ1もそれだけ長くなり作業能率の
点で有利となる。以后第1図のg,h,i,iに示す状
態は夫々第1図のc,d,e,fに対応する過程を表わ
しており、これらの操作の繰返し‘こよりシュート中に
はゞ等しい中の一定高さの平坦な石材マウンドを築くこ
とが出来る。また第4図a,bに示す如く、中の広いマ
ウンド8を築く場合には、先づシュート2を(i)、(
ii)、(iii)、『W、Mの順に水平移動して1条
目のマウンド7を築いたのち、シュート2を横方向にほ
ゞシュート中だけ移動させて1条目のマウンド7に隣接
した(W)の位置にセットし、1条目と同様な作業を順
次繰返すことにより所定の中L高さ及び長さのマウンド
8を築くことが出来る。以上が本発明によるマウンドの
造成方法であるがこの方法による場合には従来工法に比
し大中な均し力の軽減、均し精度の向上が得られる。
FIG. 1b shows a state in which stones 4 have begun to be supplied to the chute 2, but if stone continues to be supplied in this state, the stones 4 will be
It is deposited on the original ground 3 and reaches the entrance of the chute as shown in Fig. 1c, and then it is deposited inside the chute (see Fig. 1d). Fig. 1e shows that stones are deposited in the chute 2 and reach the upper end of the chute. It shows a state where the storage space 5 has been reached, but the storage space 5
When a suitable detection means (not shown) detects that the stone has reached Peru, the moving means (not shown) of the chute 2 is actuated by the signal, and the chute 2 is moved. is moved horizontally by a fixed distance 1 in the direction of the arrow. Through this operation, the stones in the storage space 5 of the chute fall and accumulate on the original ground 3 only by the action of gravity to form a new mound, and at the same time, the green part at the lower end of the chute
The top surface of the mound is leveled. Figure 1 f shows the state where horizontal movement has been completed by a certain distance L, and chute 2
Then, a flat mound of equal length L (=1) will be built in the chute, and stones will be supplied at this position in the same way as in Figure 1b. This shot horizontal movement distance 1
is the amount determined from the chute height and the internal volume of the chute, and if the volume is increased within the range that allows the resistance during horizontal movement, the above length 1 will also be correspondingly longer, which will be advantageous in terms of work efficiency. . Afterwards, the states g, h, i, and i in Fig. 1 represent the processes corresponding to c, d, e, and f in Fig. 1, respectively, and the repetition of these operations results in the same state during shooting. You can build a flat stone mound of a certain height inside. In addition, as shown in Fig. 4a and b, when building a mound 8 with a wide inside, first the chute 2 is (i), (
ii), (iii), ``After moving horizontally in the order of W and M to build the first mound 7, chute 2 was moved laterally only during the shoot so that it was adjacent to the first mound 7 ( By setting the mound 8 at the position W) and repeating the same operations as in the first row one after another, a mound 8 of a predetermined medium-L height and length can be built. The above is the method of creating a mound according to the present invention, and when this method is used, it is possible to significantly reduce the leveling force and improve the leveling accuracy compared to the conventional method.

以下に本発明方法による均し抵抗力の低減及び均し精度
の向上効果を説明する。従来の石材撒布及びプレード‘
こよる均し方法では石材を広範囲にしかも出来るだけ平
坦になるように撒布するが、その平坦度は第2図Aに示
す如くかなりの凹凸がある。
The effect of reducing leveling resistance and improving leveling accuracy by the method of the present invention will be explained below. Traditional stone spreading and plaiding
In this leveling method, stones are spread over a wide area so that they are as flat as possible, but the flatness is quite uneven as shown in Figure 2A.

従ってその上面をプレード6で均す際均し力に関与する
石材の量が多く(●印の石材)更に第2図Bに示す如く
均し作業の進行に伴ってブレード前面に堆積して来る石
材量がますます増加し、且つそれを排出するスペースが
少ないため均し力が著しく増大する。また精度的にも石
材の掘り起し現象が頻繁におこったり、第2図Cに示す
如く特定の石材(●印の石材)がその前方の石材をかき
分けて水平方向にし、夕つまでも移動する場合があった
りするため、マウンド表面を荒すことになる。なおまた
ブレード前面に堆積した石材の排出がブレードの両脇に
行なわれるため既製の隣接マウンドの表面に排出された
石材の一部が堆積して表面の平坦度が低下する0ため同
一場所での均しの繰返しが必要となってくる。これに対
して本発明による方法であれば、第3図に示すようにシ
ュート2内に堆積している石材はシュート2の移動によ
って生ずる原地盤3とシュート下端との間のスペースY
に重力の作用で落下してマウンドを形成すると同時に、
シュート下端後緑部×でその前方のマウンド上面の石材
を均すので、石材撒布と均しが同時に行われるため極め
て能率的である。
Therefore, when leveling the upper surface with the blade 6, a large amount of stones (stones marked with ●) are involved in the leveling force, and as shown in Figure 2B, they accumulate on the front surface of the blade as the leveling work progresses. As the amount of stone increases and there is less space to discharge it, the leveling force increases significantly. In addition, in terms of accuracy, the phenomenon of digging up stones frequently occurs, and as shown in Figure 2 C, a particular stone (stone marked with a circle) scrapes the stones in front of it horizontally and moves until evening. This may result in roughening of the mound surface. Furthermore, since stones accumulated on the front side of the blade are discharged on both sides of the blade, some of the stones discharged on the surface of the adjacent ready-made mound accumulate, reducing the flatness of the surface. Repeated leveling becomes necessary. On the other hand, in the method according to the present invention, as shown in FIG.
At the same time, it falls under the action of gravity and forms a mound.
Stones on the upper surface of the mound in front of the lower end of the chute are leveled by the green area at the rear of the chute, making it extremely efficient as stone scattering and leveling are performed at the same time.

またシュート移動時にその下端後綾部×が均す石材量は
、シュート下端閉口部断面内に囲まれる石材のみ(●印
の石材)で少なく、且つそれが石材に与える力の方向は
図に示す如く下向きとなりシュート下端前緑部Z附近に
ある石材の落下現象を引き起す原因となる重力の作Z用
方向と相反しないため、均し‘こ必要な力は著しく軽減
されることになる。なおシュート移動時の均し抵抗力の
最大値は移動開始時に現われるが、移動開始時のシュー
ト内石材堆積量は常に一定しているため、均し抵抗力の
最大値は常に定まったJ値となり装置の動力及び強度設
計を極めて的確になし得るので、安全且つ経済的な装置
を造ることが可能となる。一方均し精度については、シ
ュート下端後綾部Xが石材に与える力の方向が前述した
ように下向きとなるので、締固め効果を期待出2来るし
、またシュート断面が閉断面になっているため、両側面
に石材が排出されるのを防止することが出釆、隣接の既
成マウンド表面の平坦度を損なうこともないので均しの
繰返し作業を行なう必要がない。
2次に本発明方法による石材等の原材料の供
給均し法を用いた海底捨石マウンド造成法の具体例につ
いて説明する。第5図において3は原地盤、12は既成
捨石マウンドである。
In addition, the amount of stones leveled by the lower end rear twill section × when moving the chute is small only for the stones surrounded by the cross section of the lower end closing part of the chute (stones marked with ●), and the direction of the force exerted on the stones is as shown in the figure. The force required for leveling is significantly reduced because it faces downward and does not contradict the direction of gravitational force Z, which causes the stones near the green part Z in front of the lower end of the chute to fall. The maximum value of the leveling resistance force when moving the chute appears at the start of movement, but since the amount of stone deposited in the chute at the start of movement is always constant, the maximum value of the leveling resistance force is always a fixed J value. Since the power and strength of the device can be designed very accurately, it is possible to manufacture a safe and economical device. On the other hand, regarding the leveling accuracy, the direction of the force exerted on the stones by the rear twill part This prevents stones from being discharged on both sides, and does not damage the flatness of the adjacent existing mound surface, so there is no need to repeat leveling operations.
Second, a specific example of a method for creating a seabed rubble mound using the method of supplying and leveling raw materials such as stones according to the method of the present invention will be described. In Figure 5, 3 is the original ground and 12 is the existing rubble mound.

本具体例では中央部に4角形の関口を有する台船13の
開□部上に捨石の供給、均し装置を前后、左右に移動可
能にとりつけ1回の台船ポジションで広範囲なマウンド
を形成しようとするものである。即ち図において台船1
3には位置固定用スパッド14、スパッド昇降装置15
レール16を設け、レール16上にはしール17、コン
ベヤ架横18、を装備した自走台車19を設ける。更に
レール17上には目走台車20、投入ホッパ21、投入
コンベヤ22、コンベヤ架台23を設け投入コンベヤ2
2の先端部にシュート2をコンベヤ架台23に取付ける
。コンベヤ架台18上には伸縮可能な供給コンベヤ24
を設け、その一端上に受取ホッパ25を設ける。斯る構
成において水中にマウンドを築く場合には、先づ台船1
3の位置を設定した后、スパッド14により固定する。
次にシュート2の下面閉口部の高さを水中に設定し、台
車19を館方向最先端まで移動する。また台車2川ま築
こうとするマウンドを考慮して左右玄方向にその位置を
設定される。しかる后投入コンベヤ22及び供給コンベ
ヤ24を起動し、ガット船26で運ばれて来た石材4は
グラブ27により受取ホッパ25に供謙合され、供給コ
ンベヤ24によって投入ホツパ21に投入され、更に投
入コンベヤ22、シュート2を経て海底に供給される。
このようにして捨石の供給を続けシュート2内に捨石が
充満し規定レベルに達すればレベル検出器(図示してな
い)が作動して自走台車19を槌梶方向に一定距離だけ
水平移動する。以后この動作を繰返すことにより鰭舵方
向にシユ−ト中にほ)、等しい中の平坦な上面のマウン
ドを築く。マウンド中を広げたい場合には、自走台車2
0を左右舷方向にほゞシュート中だけ移動して初めに築
いたマウンド‘こ隣接して緒梶方向に2条目のマウンド
を築く。これら操作の線返しと台船ポジションの変更と
を絹合せることにより中及び長さの大きいマウンドの造
成が可能である。以上要するに本発明は、一定の大きさ
の内容積をもち、下端に水平もしくは適度な仰角をもつ
関口部を有するとともに、適宜な移動手段で、所定方向
に水平移動可能で、その移動方向に対し、上端開ロ部が
上方に位置するように適当に傾斜せる簿肉閉断面形状の
シュートの下端閉口部を、マウンド等の造成原地盤上の
所定高さ位置にセットしたのち、該シュートの上端閉口
部から、その内部に、適宜な検知手段で土砂、石材等の
原材料が充満するのを検知するまで原材料を連続的に供
給し、ついで談検知手段の信号で作動する上記移動手段
によって、シュートを所定方向へ所定距離水タ平移動さ
せる操作を行ない、さらにこの操作を適宜度数線返えす
ことにより、上記原地盤上に、所定の高さと広さのマウ
ンド等を造成することを特徴とするマウンド等の造成方
法を要旨とするものであるから、本発明によれば、上記
従来方法の欠0点を解消し、‘11 従来行なわれてい
る石材等の原材料の捨込及び均しという2段階の作業を
捨込みと均しを同時に行なことにより能率アップが計れ
る。
In this specific example, a rubble supply and leveling device is mounted on the opening □ of the barge 13, which has a square entrance in the center, so that it can be moved forward, backward, left and right, and a mound over a wide range is formed in one barge position. This is what I am trying to do. In other words, barge 1 in the figure
3 has a position fixing spud 14 and a spud lifting device 15
A rail 16 is provided, and a self-propelled cart 19 equipped with a rail 17 and a conveyor rack side 18 is provided on the rail 16. Further, on the rail 17, there are provided a target cart 20, a charging hopper 21, a charging conveyor 22, and a conveyor pedestal 23.
The chute 2 is attached to the conveyor frame 23 at the tip of the chute 2. A telescopic supply conveyor 24 is mounted on the conveyor frame 18.
and a receiving hopper 25 is provided on one end thereof. When building a mound underwater in such a configuration, first the barge 1
After setting the position 3, it is fixed with the spud 14.
Next, the height of the lower closed portion of the chute 2 is set under water, and the cart 19 is moved to the most extreme point in the direction of the building. In addition, the positions of the two trolleys are set in the left and right directions, taking into consideration the mound that is to be built. After that, the input conveyor 22 and the supply conveyor 24 are started, and the stones 4 carried by the gut ship 26 are delivered to the receiving hopper 25 by the grab 27, and then loaded into the input hopper 21 by the supply conveyor 24, and further loaded. It is supplied to the seabed via a conveyor 22 and a chute 2.
In this way, the supply of rubble continues, and when the chute 2 is filled with rubble and reaches a specified level, a level detector (not shown) is activated and the self-propelled cart 19 is horizontally moved a certain distance in the direction of the hammer. . Afterwards, by repeating this action, a mound with a flat top surface is built up during the shoot in the direction of the fin rudder. If you want to spread out the mound, use the self-propelled trolley 2.
0 was moved in the port and starboard direction during the chute, and a second mound was built adjacent to the first mound in the Okagi direction. By combining the line return of these operations and the change of barge position, it is possible to create medium and long mounds. In summary, the present invention has an inner volume of a certain size, has a checkerhead section at the lower end that is horizontal or has an appropriate angle of elevation, and is movable horizontally in a predetermined direction using an appropriate moving means, and is capable of moving horizontally in a predetermined direction with respect to the direction of movement. , After setting the lower end closed part of the chute, which has a closed cross-sectional shape and is appropriately inclined so that the upper end opening part is located upward, at a predetermined height position on the raw ground such as a mound, the upper end of the chute Raw materials are continuously supplied from the closed part until an appropriate detection means detects that the inside is filled with raw materials such as earth, sand, stones, etc., and then the chute is The method is characterized in that a mound or the like of a predetermined height and width is created on the original ground by performing an operation of horizontally moving the mound in a predetermined direction for a predetermined distance, and further by reversing this operation by an appropriate degree. Since the gist is a method for creating mounds, etc., the present invention eliminates the drawbacks of the conventional methods described above, and improves the conventional method of dumping and leveling raw materials such as stones. Efficiency can be improved by simultaneously discarding and leveling the work in stages.

{21 捨込みつつ均すことにより従来の均し方法に比
して小さい力で均し作業が行なえる。
{21 By leveling while dumping, the leveling work can be performed with less force than with conventional leveling methods.

【3;石材の供給口がマウンドのすぐ近くにおかれるの
で水中での石の散逸が殆んどなくなり石材量をセーブ出
来る。
[3; Since the stone supply port is located close to the mound, there is almost no dispersion of stones in the water, and the amount of stones can be saved.

{4’シュートの形状、設定及び移動法を適当に選ぶこ
とにより平坦なマウンド仕上り面が簡単に得られる。
{4' By appropriately selecting the shape, setting, and movement method of the chute, a flat mound finished surface can be easily obtained.

{5} シュート内に石材が充満したことを確認してシ
ュートを移動する方法であるので原地盤の不陸に左右さ
れることなく平坦なマウンド仕上り面を得ることが出来
、また石材供給量のコントロールも不要である。
{5} Since the chute is moved after confirming that the chute is filled with stones, it is possible to obtain a flat finished mound surface without being affected by the unevenness of the raw ground, and it also reduces the amount of stone supplied. No control is required either.

などの実用的効果を挙げることができる。The following practical effects can be mentioned.

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

第1図a〜iは本発明方法の工程順序の概略説明図、第
2図A,B,Cは、従釆方法の原材料均し時の欠点を説
明する図、第3図は本発明方法によるシュート下端閉口
部による原材料の均らし状態脱明図、第4図a,bは幅
の広いマウンドを造成する場合のシュートの移動状態説
明図で、第4図aは側面図、第4図bは平面図、第5図
は本発明による海底捨石マウンド造成法の一例を示す斜
視図である。 1,7,8:マウンド等、2:シュート、3:原地盤、
5:貯留スペース。 第1図 第2図 第3図 第4図 第5図
Figures 1 a to i are schematic illustrations of the process sequence of the method of the present invention, Figures 2 A, B, and C are diagrams illustrating the disadvantages of the secondary method when leveling raw materials, and Figure 3 is the method of the present invention. Figures 4a and 4b are explanatory diagrams of the movement of the chute when creating a wide mound, and Figure 4a is a side view; Figure 4a is a side view; b is a plan view, and FIG. 5 is a perspective view showing an example of the method for creating a seabed rubble mound according to the present invention. 1, 7, 8: Mound etc., 2: Shoot, 3: Original ground,
5: Storage space. Figure 1 Figure 2 Figure 3 Figure 4 Figure 5

Claims (1)

【特許請求の範囲】[Claims] 1 一定の大きさの内容積をもち、下端に水平もしくは
適度な仰角をもつ開口部を有するとともに、適宜な移動
手段で、所定方向に水平移動可能で、その移動方向に対
し、上端開口部が上方に位置するように適当に傾斜せる
薄肉閉断面形状のシユートの下端開口部を、マウンド等
の造成原地盤上の所定高さ位置にセツトしたのち、該シ
ユートの上端開口部から、その内部に、適宜な検知手段
で土砂、石材等の原材料が充満するのを検知するまで原
材料を連続的に供給し、ついで該検知手段の信号で作動
する上記移動手段によつて、シユートを所定方向へ所定
距離水平移動させる操作を行ない、さらにこの操作を適
宜度数繰返えすことにより、上記原地盤上に、所定の高
さと広さのマウンド等を造成することを特徴とするマウ
ンド等の造成方法。
1. It has an internal volume of a certain size, has an opening at the lower end that is horizontal or has an appropriate angle of elevation, and can be moved horizontally in a predetermined direction using an appropriate moving means, and the upper end opening is After setting the lower end opening of a thin-walled closed cross-sectional chute that is appropriately inclined so as to be located upward at a predetermined height above the ground of a mound or the like, the inside of the chute is inserted from the upper end opening of the chute. , the raw material is continuously supplied until an appropriate detection means detects that the chute is filled with raw materials such as earth, sand, stones, etc., and then the chute is moved in a predetermined direction by the above-mentioned moving means activated by a signal from the detection means. A method for creating a mound, etc., characterized in that a mound, etc. of a predetermined height and width is created on the original ground by performing an operation of horizontally moving a distance and further repeating this operation an appropriate number of times.
JP8012979A 1979-06-27 1979-06-27 How to create mounds etc. Expired JPS6018772B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP8012979A JPS6018772B2 (en) 1979-06-27 1979-06-27 How to create mounds etc.

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP8012979A JPS6018772B2 (en) 1979-06-27 1979-06-27 How to create mounds etc.

Publications (2)

Publication Number Publication Date
JPS566827A JPS566827A (en) 1981-01-24
JPS6018772B2 true JPS6018772B2 (en) 1985-05-13

Family

ID=13709605

Family Applications (1)

Application Number Title Priority Date Filing Date
JP8012979A Expired JPS6018772B2 (en) 1979-06-27 1979-06-27 How to create mounds etc.

Country Status (1)

Country Link
JP (1) JPS6018772B2 (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6047120A (en) * 1983-08-24 1985-03-14 Kajima Corp Underwater screed device
JPS6065822A (en) * 1983-09-21 1985-04-15 Unyusho Daini Kowan Kensetsukyoku Leveller for rubble-mound
JPS60105713A (en) * 1983-11-15 1985-06-11 Kajima Corp Rubble-mound charging and levelling device

Also Published As

Publication number Publication date
JPS566827A (en) 1981-01-24

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