JPS58771B2 - Screw conveyor type cylindrical dredging machine with auger - Google Patents
Screw conveyor type cylindrical dredging machine with augerInfo
- Publication number
- JPS58771B2 JPS58771B2 JP4854578A JP4854578A JPS58771B2 JP S58771 B2 JPS58771 B2 JP S58771B2 JP 4854578 A JP4854578 A JP 4854578A JP 4854578 A JP4854578 A JP 4854578A JP S58771 B2 JPS58771 B2 JP S58771B2
- Authority
- JP
- Japan
- Prior art keywords
- screw conveyor
- cylinder
- water
- pipe
- auger
- 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
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 43
- 239000004576 sand Substances 0.000 claims description 13
- 238000013019 agitation Methods 0.000 claims 1
- 238000005192 partition Methods 0.000 description 8
- 230000002787 reinforcement Effects 0.000 description 4
- 238000009412 basement excavation Methods 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- 230000002093 peripheral effect Effects 0.000 description 3
- 239000011295 pitch Substances 0.000 description 3
- 239000002689 soil Substances 0.000 description 3
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 230000003014 reinforcing effect Effects 0.000 description 2
- 239000010802 sludge Substances 0.000 description 2
- 238000007664 blowing Methods 0.000 description 1
- 229910003460 diamond Inorganic materials 0.000 description 1
- 239000010432 diamond Substances 0.000 description 1
- 238000000605 extraction Methods 0.000 description 1
- 230000002706 hydrostatic effect Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 230000007774 longterm Effects 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 230000001737 promoting effect Effects 0.000 description 1
- 239000012779 reinforcing material Substances 0.000 description 1
- 239000013049 sediment Substances 0.000 description 1
- 238000007493 shaping process Methods 0.000 description 1
- 238000003756 stirring Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02F—DREDGING; SOIL-SHIFTING
- E02F3/00—Dredgers; Soil-shifting machines
- E02F3/04—Dredgers; Soil-shifting machines mechanically-driven
- E02F3/88—Dredgers; Soil-shifting machines mechanically-driven with arrangements acting by a sucking or forcing effect, e.g. suction dredgers
- E02F3/90—Component parts, e.g. arrangement or adaptation of pumps
- E02F3/92—Digging elements, e.g. suction heads
- E02F3/9212—Mechanical digging means, e.g. suction wheels, i.e. wheel with a suction inlet attached behind the wheel
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02F—DREDGING; SOIL-SHIFTING
- E02F3/00—Dredgers; Soil-shifting machines
- E02F3/04—Dredgers; Soil-shifting machines mechanically-driven
- E02F3/06—Dredgers; Soil-shifting machines mechanically-driven with digging screws
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02F—DREDGING; SOIL-SHIFTING
- E02F5/00—Dredgers or soil-shifting machines for special purposes
- E02F5/006—Dredgers or soil-shifting machines for special purposes adapted for working ground under water not otherwise provided for
Landscapes
- Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Mining & Mineral Resources (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Earth Drilling (AREA)
- Screw Conveyors (AREA)
Description
【発明の詳細な説明】
本発明は、比較的水深の浅い且つ広くない港内、湾内、
河口、運河等の底に堆積したヘドロや土砂(以下土砂等
という)を円筒状に所望の深さまで垂直にオーガ掘削し
スクリューコンベヤにて上に押し上げ順次移動し浚渫し
てゆく小型の垂直掘削機のオーガ付きスクリューコンベ
ヤ式円筒型浚渫機に関するものである。DETAILED DESCRIPTION OF THE INVENTION The present invention is applicable to relatively shallow and not wide ports, bays,
A small vertical excavator that vertically excavates sludge and earth (hereinafter referred to as earth and sand, etc.) accumulated at the bottom of river mouths, canals, etc. to a desired depth using a cylindrical auger, then pushes it up using a screw conveyor and moves it sequentially for dredging. The present invention relates to a screw conveyor type cylindrical dredging machine with an auger.
従来、広域港内、湾内で活躍しているバケットコンベヤ
式浚渫船は広範囲で長期的作業には能率的に且つ経済的
に適しているが、水深6〜2mの小港内例えば漁港や鉛
溜り、河口、橋脚がひくくて浚渫船が入れない市街地の
運河等に於ける浚渫は別の浚渫手段を講じなければなら
ない。Conventionally, bucket conveyor dredgers, which have been used in wide-area ports and bays, are efficient and economically suitable for wide-area, long-term work, but they are not suitable for use in small ports with a water depth of 6 to 2 meters, such as fishing ports, lead pools, estuaries, etc. When dredging canals in urban areas where bridge piers are too narrow for dredgers to enter, other dredging methods must be used.
そこで上述のような場所の浚渫に適する小型浚渫機とし
て、本発明と同一考案者、出願人に係る実用新案登録願
第53−26318号「パワーショベル型スクリューコ
ンベンヤ式浚渫機が開発されたが、本願に係る発明は更
にコンパクトな小型とし、従って更に運搬移動を容易に
すること及び浚渫中みだりに外周を混濁しないことに開
発目標をおいて完成されたものである。Therefore, as a small-sized dredging machine suitable for dredging in the above-mentioned places, a power shovel-type screw conveyor type dredging machine was developed as disclosed in Utility Model Registration Application No. 53-26318 filed by the same inventor and applicant as the present invention. The invention according to the present application was completed with the development goal of making it even more compact, making it easier to transport and moving, and preventing the outer periphery from becoming unnecessarily cloudy during dredging.
本発明の要旨と目的を概略的に説明すれば、好適には少
なくとも直径約2m、長さ約8m〜10mの鉄板製円筒
を水面に垂直に立てて該円筒の下端周縁を底面に到達せ
しめ、その中にその軸線に沿って下端にオーガを備えた
主補助スクリューコンベヤ組立体を立てて、土砂等の中
に揉み込み、スクリューコンベヤで前記円筒内の土砂等
を上に上げてすり林状に堀り下げながら前記円筒の自重
により該円筒の下端周縁を土砂中に沈下させ、これを繰
返しながら所望の深さまで前記円筒形状に堀下げ浚渫し
、順次隣接場所を同様に浚渫し所定の面積の浚渫を遂行
するのである。To roughly explain the gist and purpose of the present invention, a cylinder made of iron plate, preferably at least about 2 m in diameter and about 8 m to 10 m in length, is erected perpendicularly to the water surface, and the lower end periphery of the cylinder reaches the bottom surface, A main and auxiliary screw conveyor assembly equipped with an auger at the lower end is set up in the cylinder along its axis, and the earth and sand are rubbed into the cylinder. While excavating, the lower edge of the cylinder is lowered into the earth and sand by its own weight, and this process is repeated until the cylindrical shape is dredged to the desired depth. Adjacent areas are then dredged in the same manner to form a predetermined area. They carry out dredging.
従って、本発明のオーガ付きスクリューコンベヤ式円筒
型浚渫機の利点は構造と構成が簡単であること、定位置
での円筒自動沈下しながらの垂直掘削浚渫であるので最
初に垂直位置決めするだけで浚渫中熟練的操作技術習得
の必要がないこと、更に円筒内での土砂掘削撹乱である
ので浚渫船や前述のトラクターパワーショベル型の浚渫
機のように広範囲のヘドロ混濁が殆んど発生しないこと
である。Therefore, the advantages of the screw conveyor type cylindrical dredging machine with an auger of the present invention are that the structure and composition are simple, and because the dredging machine performs vertical excavation dredging while automatically lowering the cylinder at a fixed position, dredging can be done by simply first positioning the dredger vertically. There is no need to acquire medium-skilled operation techniques, and since the soil excavation is disturbed within a cylinder, there is almost no sludge turbidity over a wide area, unlike with dredgers or the aforementioned tractor power shovel type dredging machine. .
更に本発明の別の特徴はオーガ付きスクリューコンベヤ
の土砂上げ効率と円筒の自然沈下を促進するために、該
円筒の内周面に沿って該円筒の頂面上で水ポンプに連結
されて複数本配列された送水管の下端部が前記内周面に
沿って偏平に形成されて該円筒の下端で下向きに開口し
ていることである。Still another feature of the present invention is that a plurality of water pumps are connected to the top surface of the cylinder along the inner circumferential surface of the cylinder in order to enhance the soil lifting efficiency of the auger-equipped screw conveyor and the natural settling of the cylinder. The lower end portions of the arranged water pipes are formed flat along the inner circumferential surface and open downward at the lower end of the cylinder.
この偏平開口によって水噴射効果を増大し前記円筒の下
端周縁下の土砂を該円筒の中心部に噴集させ、それによ
って該円筒の自重による沈下を促進し同時にスクリュー
コンベヤの土砂すくい上げ効果を高めることができた。This flat opening increases the water jetting effect and causes the earth and sand under the lower end periphery of the cylinder to be jetted to the center of the cylinder, thereby promoting the sinking of the cylinder due to its own weight, and at the same time increasing the earth and sand scooping effect of the screw conveyor. was completed.
以下図面によって本発明の浚渫機の一実施例を説明する
。An embodiment of the dredging machine of the present invention will be described below with reference to the drawings.
第1図〜第6図に於て、スクリューコンベヤ組立体1は
主スクリユ−コンベヤ2と該コンベヤ2の下方部分の両
側に対向して沿って固定された小型の補助スクリューコ
ンベヤ3とから構成され、前記各スクリューコンベヤ2
,3は夫夫外筒2a。1 to 6, a screw conveyor assembly 1 is comprised of a main screw conveyor 2 and a small auxiliary screw conveyor 3 fixed along opposite sides of the lower part of the conveyor 2. , each screw conveyor 2
, 3 is the husband outer cylinder 2a.
3a、スクリュー2b 、3b及びスクリュー軸2c。3a, screws 2b, 3b and screw shaft 2c.
3cとから構成され、3本配列の前記外筒3a 。3c, and the outer cylinder 3a arranged in three pieces.
2a、3aはそれ等をほぼひし形に囲周する外套4によ
り包持固定されている。2a and 3a are surrounded and fixed by a mantle 4 that surrounds them in a substantially diamond shape.
伺外筒2a 、3aと外套4の下端縁は同一レベルで終
っている。The lower edges of the outer cylinders 2a, 3a and the outer mantle 4 end at the same level.
主スクリユ−コンベヤ2の実物寸法は好適には最長約1
1??Zであり、直径は前記外筒2aの内径で約60c
mである。The actual dimensions of the main screw conveyor 2 are preferably up to approximately 1
1? ? Z, and the diameter is approximately 60 cm as the inner diameter of the outer cylinder 2a.
It is m.
又前記補助スクリューコンベヤ3は長さ約3m〜4mの
範囲であり直径は約30crrLである。The auxiliary screw conveyor 3 has a length of about 3 m to 4 m and a diameter of about 30 crrL.
前記主スクリユ−コンベヤ20頂面蓋5には、その中心
に前記主スクリュー軸2cが貫通する軸受6が取付けら
れており、該蓋5の上面には前記軸2c駆動用の油圧モ
ーター7が取付けられている。A bearing 6 through which the main screw shaft 2c passes is attached to the center of the top lid 5 of the main screw conveyor 20, and a hydraulic motor 7 for driving the shaft 2c is attached to the top surface of the lid 5. It is being
前記頂面蓋5直下の前記外筒2a側面にこれと同じかや
や小さい直径の横向きの土砂用排出管8を有し、その先
端にホッパー等に搬送する同じ直径の可撓性蛇腹管9が
接続されており、前記外筒2aの下端縁は前記主スクリ
ユ−2bの先端部の1〜2ピツチ上で終っている。On the side surface of the outer cylinder 2a directly below the top cover 5, there is a horizontal discharge pipe 8 for earth and sand with the same or slightly smaller diameter, and at the tip thereof a flexible bellows pipe 9 of the same diameter for conveying to a hopper or the like. The lower edge of the outer cylinder 2a ends one or two pitches above the tip of the main screw 2b.
前記主スクリユ−2bの下端には土砂堀上げ用オーガ1
0を備え゛、その先の軸2cの先端には複数本の横向き
の土砂攪拌用植込みボルト11又は棒の2〜3本を中間
部に有する掘削ドリル12が直結されている。At the lower end of the main screw 2b is an auger 1 for raising earth and sand.
0, and an excavation drill 12 having a plurality of horizontal earth and sand stirring stud bolts 11 or two or three rods in the middle is directly connected to the tip of the shaft 2c.
前記外套4の上端は、これと同一平面形状であって前記
主スクリユ−コンベヤ外筒2aの貫通穴と前記各補助コ
ンベヤ軸3cの貫通軸穴をあけられた丸ひし形蓋13(
第2図参照)で密封溶着され、該蓋13の前記軸穴位置
に補助コンベヤ軸受14が取付けられ該蓋13の上面に
前記軸3c駆動用油圧モーター15が取付けられている
。The upper end of the mantle 4 has a round diamond-shaped lid 13 (which has the same planar shape as the mantle 4) and has a through-hole in the main screw conveyor outer cylinder 2a and a through-shaft hole in each of the auxiliary conveyor shafts 3c.
2), an auxiliary conveyor bearing 14 is attached to the shaft hole position of the lid 13, and a hydraulic motor 15 for driving the shaft 3c is attached to the upper surface of the lid 13.
前記補助コンベヤ軸3cのほぼ中央部から下方部分に前
記補助スクリュー3bが設けられ、該スクリュー3bの
上端から2〜3ピッチ高さの前記外套4内で全面開口1
6しく外套と外筒の重なり部分以外の部分が開口)、こ
れと対面する前記外筒2aもそれぞれの前記外筒3aに
向って前記外套4内で全面開口17し、この両開口16
,17間の上端面は、周縁が、前記外套4の内周面に内
接し前記外筒2aに外接し且つ前記軸3cが貫通する軸
受18を有する2分割仕切り蓋19(第3図参照)が前
記外筒2aを挟みつけて前記周縁を密閉溶着されており
、前記開口16,17間の下端面は、前記外筒2a 、
3aと前記外套4が画定する隙間を前記仕切り蓋19と
平行な隔壁20傷4図参照)により密閉溶着されている
。The auxiliary screw 3b is provided at a lower portion from the approximate center of the auxiliary conveyor shaft 3c, and a full opening 1 is provided within the mantle 4 at a height of 2 to 3 pitches from the upper end of the screw 3b.
6), the outer tube 2a facing this is also entirely opened 17 within the outer tube 4 toward each of the outer tubes 3a, and both openings 16
, 17 has a two-part partition lid 19 (see FIG. 3) having a peripheral edge inscribed in the inner circumferential surface of the mantle 4, circumscribed in the outer cylinder 2a, and having a bearing 18 through which the shaft 3c passes. are sandwiching the outer cylinder 2a and sealingly welded the peripheral edge thereof, and the lower end surface between the openings 16 and 17 is formed by the outer cylinder 2a,
3a and the mantle 4 are hermetically welded by a partition wall 20 parallel to the partition lid 19 (see Fig. 4).
かくして前記開口上下の仕切り蓋19、隔壁20と前記
外套4の左右側壁とで前記外筒2aと3aとの連結通路
を形成している。Thus, the partition lids 19 above and below the opening, the partition walls 20, and the left and right side walls of the mantle 4 form a connecting passage between the outer cylinders 2a and 3a.
前記外套4の下端周縁及び該外套4と重なる前記外筒3
a及び2a部分の下端周縁は前記スクリュー2b、3b
夫夫の下端より約1ピツチ上方の位置で終っている。The lower end periphery of the mantle 4 and the outer cylinder 3 that overlaps the mantle 4
The lower end peripheries of portions a and 2a are screwed by the screws 2b and 3b.
It ends at a position about 1 pitch above the lower end of the husband.
尚前記外套4の下端縁に生ずる前記隔壁20に相当する
4個所の隙間は、前記外筒2a 、3aの外周が前記外
套4の側壁から離れる点を起点として約30先上方の該
外筒2a、 3aの衝接点まで斜行する整形板21(第
5図参照)が溶着され、該整形板21によって画定され
る各外筒2a 、3aの切欠き部分は斜行半楕円形に対
向形成されて土砂すくい上げの共同空間を形成し、前記
補助コンベヤのスクリュー3bの下端には前記主スクリ
ユ−2bの下端と同様にオーガ22及びドリル23を備
えている。The four gaps corresponding to the partition wall 20 that occur at the lower edge of the mantle 4 are located approximately 30 degrees above the outer mantle 2a from the point where the outer periphery of the mantle 2a, 3a separates from the side wall of the mantle 4. , 3a are welded to the contact points of the outer cylinders 2a and 3a. The lower end of the screw 3b of the auxiliary conveyor is equipped with an auger 22 and a drill 23, similar to the lower end of the main screw 2b.
水面に垂直に底面に突きたてられた前記スクリューコン
ベヤ組立体1を中で移動又は方向回転しうる周辺間隔を
保つ直径、好適には約2mの直径と最大で約8mの長さ
の円筒30は、その上端内周面及び下端から僅かに上方
の内周面にはチャンネル型補強材31.31′が結構さ
れ、該補強材31゜31′間の中間には等間隔に4個の
下向きL型補強材32が結構されている。A cylinder 30 with a circumferential spacing, preferably about 2 m in diameter and a maximum length of about 8 m, in which the screw conveyor assembly 1 can be moved or rotated, is raised on the bottom perpendicular to the water surface. Channel type reinforcing members 31, 31' are arranged on the inner circumferential surface of the upper end and the inner circumferential surface slightly above the lower end, and four downward facing reinforcement members 31 and 31' are arranged at equal intervals between the reinforcing members 31 and 31'. An L-shaped reinforcement member 32 is provided.
前記同筒30の内面に密着して前記補強材31゜31′
、32を貫通する8本の送水管33が平行等間隔に配設
され、該送水管の各上端は、前記円筒30の頂面上方の
該円筒とほぼ同直径の外径を有する環状集合管34に接
続され、各下端部は前記円筒30の下端縁内面に沿う下
向きの偏平開口35を形成し、前記円筒30の上端部外
側の対向する2個所の側面に結構された据付は台36に
取付けられた水ポンプ37の吐出管側に接続された送水
、排水切換え弁38に前記集合管34と前記円筒外への
排水管39とが接続され、該モーター37の吸入管側に
は、前記円筒30の内面に沿って下降し前記補助スクリ
ューコンベヤ3の中間高さ位置付近に下端が開口する吸
水管40の上端が接続されている。The reinforcing material 31° 31' is in close contact with the inner surface of the cylinder 30.
, 32, eight water pipes 33 are arranged in parallel and equally spaced, each upper end of which is connected to an annular collector pipe having an outer diameter approximately the same as that of the cylinder above the top surface of the cylinder 30. 34, each lower end of which forms a downward flat opening 35 along the inner surface of the lower edge of the cylinder 30, and the mountings installed on two opposing sides of the upper end of the cylinder 30 are mounted on a stand 36. The collector pipe 34 and the drain pipe 39 to the outside of the cylinder are connected to a water supply/drainage switching valve 38 connected to the discharge pipe side of the water pump 37 installed, and the The upper end of a water suction pipe 40 that descends along the inner surface of the cylinder 30 and has an open lower end near the intermediate height position of the auxiliary screw conveyor 3 is connected.
上述の水配管系によれば、前記送水管33の末端を前記
偏平開口35とすることによって水の噴出力による土砂
の吹払い機能を増大し、又前記円筒30の下端周縁があ
る程度例えば0.5 m〜1.0m土砂層に沈下してし
まえば該円筒の内外の水は殆んど遮断されるので、浚渫
初期に前記排水管39に切換えて該円筒内の水を外部に
排出して水位を前記吸水管40の下端開口上方位置まで
下げることにより、該円筒内静水圧を低下させて前記偏
平開口35の噴出圧力との圧力差を増大させて前記水の
噴出力を一層増大させ、且つ該円筒内の混濁水を前記吸
水管40、水ポンプ37、集合管34、送水管33を経
て循環させ前記偏平開口35から噴出させることにより
ほぼ水位を維持しながら前記増大噴出力を持続し、前記
円筒30の下端周縁土砂の排除及び中心部への噴集効率
を高めることによって、前記円筒30の沈下を一層促進
し且つスクリューのすくいあげ効率を高めている。According to the above-mentioned water piping system, by forming the flat opening 35 at the end of the water pipe 33, the function of blowing away the earth and sand by the jetting force of water is increased, and the lower end peripheral edge of the cylinder 30 has a certain degree of, for example, 0.05 mm. If the cylinder sinks to a layer of 5 m to 1.0 m of earth and sand, most of the water inside and outside the cylinder will be cut off, so at the beginning of dredging, switch to the drain pipe 39 and drain the water inside the cylinder to the outside. By lowering the water level to a position above the lower end opening of the water suction pipe 40, the hydrostatic pressure inside the cylinder is lowered and the pressure difference with the jetting pressure of the flat opening 35 is increased, thereby further increasing the jetting force of the water, The turbid water in the cylinder is circulated through the water suction pipe 40, the water pump 37, the collecting pipe 34, and the water supply pipe 33 and is ejected from the flat opening 35, thereby maintaining the increased ejection force while substantially maintaining the water level. By increasing the efficiency of removing the sediment around the lower end of the cylinder 30 and collecting it to the center, the sinking of the cylinder 30 is further promoted and the scooping efficiency of the screw is increased.
更にこの水配管によれば浚渫中口筒内の濁水は循環する
のみで外部に放出されないので外周の水を殆んどにごさ
ず、又円筒内の水位が低いのでスクリュー押上げ中の土
砂の水切りが極めて早く溜り水を殆んど含まない土砂を
排出することができる。Furthermore, according to this water piping, the turbid water inside the mouth cylinder during dredging only circulates and is not released to the outside, so the water around the outside is hardly eroded, and since the water level inside the cylinder is low, the muddy water is not discharged outside. Drainage is extremely quick, and soil containing almost no standing water can be discharged.
又、前記スクリューコンベヤ組立体10頂面蓋5には前
記円筒30内での移動や回転等の姿勢制御や吊上げ用の
吊金具41を有しており、前記円筒30の上端部外側面
には最初の位置決め、姿勢制御及び引抜きのだめの複数
個の吊金具42が配設されている。Further, the top lid 5 of the screw conveyor assembly 10 is provided with a hanging fitting 41 for posture control such as movement and rotation within the cylinder 30, and for lifting. A plurality of hanging fittings 42 are provided for initial positioning, posture control, and extraction.
尚作業現場の水深及び所望浚渫深さに応じて好適に使用
するために前記スクリューコンベヤ組立体1及び円筒3
0は2種類〜3種類の異なる長さのものを準備すると便
利である。The screw conveyor assembly 1 and the cylinder 3 can be suitably used depending on the water depth of the work site and the desired dredging depth.
It is convenient to prepare 2 to 3 types of 0 with different lengths.
又本発明の円筒型浚渫機は橋梁の脚柱の掘削等にも好適
に応用できる。The cylindrical dredger of the present invention can also be suitably applied to excavating bridge pillars.
第1図は1部破断面及び断面を含む本発明のオーガ付き
スクリューコンベヤ式円筒型浚渫機の正面図。
第2図は第1図のAA視断面図、第3図は第1図のスク
リューコンベヤ組立体1のBB視断面図、第4図は第1
図のスクリューコンベヤ組立体1のCC視断面図、第5
図は第1図の底面図、第6図は第1図の円筒頂面部平面
図。
これ等図に続て、1・・・スクリューコンベヤ組立体、
2・・・主スクリユ−コンベヤ、3・・・補助スクリュ
ーコンベヤ、4・・・外套、5・・・頂面蓋、6・・・
軸受、7.15・・・油圧モーター、8・・・排出管、
9・・・可撓性蛇腹管、10,22・・・オーガ、11
・・・植込みボルト、12,23・・・ドリル、13・
・・丸ひし形蓋、14.18・・・軸受、16,17・
・・開口、19・・・仕切り蓋、20・・・隔壁、21
・・・整形板、30・・・円筒、31.31・・・チャ
ンネル型補強材、32・・・L型補強材、33・・・送
水管、34・・・管状集合管、35・・・偏平開口、3
6・・・据付台、37・・・油圧ポンプ、38・・・切
換え弁、39・・・排水管、40・・・吸水管、41゜
42・・・吊金具。FIG. 1 is a front view of a screw conveyor type cylindrical dredger with an auger according to the present invention, including a partially broken surface and a cross section. 2 is a sectional view of the screw conveyor assembly 1 shown in FIG. 1, FIG. 3 is a sectional view of the screw conveyor assembly 1 shown in FIG.
CC sectional view of the screw conveyor assembly 1 in the figure, No. 5
The figure is a bottom view of FIG. 1, and FIG. 6 is a plan view of the top surface of the cylinder in FIG. Following these figures, 1...screw conveyor assembly,
2... Main screw conveyor, 3... Auxiliary screw conveyor, 4... Mantle, 5... Top lid, 6...
Bearing, 7.15... Hydraulic motor, 8... Discharge pipe,
9... Flexible bellows tube, 10, 22... Auger, 11
...Shut bolt, 12,23...Drill, 13.
... Round diamond-shaped lid, 14.18... Bearing, 16,17.
...Opening, 19...Partition lid, 20...Partition wall, 21
... Shaping plate, 30 ... Cylinder, 31.31 ... Channel type reinforcement material, 32 ... L type reinforcement material, 33 ... Water pipe, 34 ... Tubular collecting pipe, 35 ...・Flat aperture, 3
6... Installation stand, 37... Hydraulic pump, 38... Switching valve, 39... Drain pipe, 40... Water suction pipe, 41° 42... Hanging fittings.
Claims (1)
駆動のオーガ付きスクリューコンベヤ式円筒型浚渫機に
於て、頂面に油圧駆動モーターを有する長軸の主スクリ
ユ−コンベヤと該コンベヤの下方部分の外筒外周に外筒
を密接対称配列して該コンベヤと共に外套により固定抱
持された短軸小直径の複数本の頂面に油圧駆動モーター
を有する補助スクリューコンベヤとからなるスクリュー
コンベヤ組立体であって、前記主スクリユ−コンベヤの
外筒上端部側面に土砂等の排出管を有し前記補助スクリ
ューコンベヤから主スクリユ−コンベヤに土砂等を補充
するために該補助スクリューコンベヤのスクリュー上端
部直下位置の外筒と前記主スクリユ−コンベヤの外筒と
の対面する各側面が開口して前記外套と共動し、て密封
土砂等通路を形成し、前記各外筒の下端は前記外套の下
端で終り、該下端の各外筒対面部は下向き開放の斜行半
楕円形の共同空間を形成し、前記主スクリユ−コンベヤ
のスクリューの下端にオーガが設けられその下方の軸端
には中間部に複数本の土砂撹乱用植込みボルト又は棒を
有するドリルが取付けられ、前記補助スクリューコンベ
ヤのスクリューの下端にも小型のオーガを設は軸先端に
ドリノシが取付られだものと、前記スクリューコンベヤ
組立体を中に同軸に入れて中で該組立体を移動又は方向
回転しうるに充分な直径を有し、長さは好適には前記組
立体の約3/4の円筒と、下端が前記円筒下端内面に沿
う下向き偏平開口の水噴出口を形成して円管となって前
記内面に沿って均等間隔で平行配列の多数の送水管の上
端が前記円筒の頂面上方で該円筒とほぼ同直径の環状集
合管に接続され、前記円筒の頂面付近に1個又は2個の
水ポンプが装架され、該ポンプの吐出管に前記集合管と
外部への排水管が切換弁を介して接続され、該ポンプの
吸入管に前記円筒の内面に沿って前記補助スクリューコ
ンベヤの中間高さ位置付近に下端が開口する吸水管の上
端が接続された配管系統とにより、浚渫初期に前記円筒
内の水を前記吸水管と前記排水管により外部に排出して
水位を前記補助スクリューコンベヤ上面付近まで下げ浚
渫作業中は前記吸水管と送水管により噴出水を循環させ
る円筒;とを包含することを特徴とするオーガ付きスク
リューコンベヤ式円筒型浚渫機。1. In a screw conveyor type cylindrical dredging machine with an auger that is hydraulically driven by remote control from land or aboard a ship transporting earth and sand, etc., a long shaft main screw conveyor with a hydraulic drive motor on the top and a lower part of the conveyor This is a screw conveyor assembly consisting of a plurality of auxiliary screw conveyors having hydraulic drive motors on the top surfaces of a plurality of short shafts with small diameters, which are fixedly held together with the conveyor by a jacket, with outer cylinders arranged closely symmetrically around the outer periphery of the outer cylinder. In order to replenish earth and sand from the auxiliary screw conveyor to the main screw conveyor, the main screw conveyor has a discharge pipe located directly below the top end of the screw of the auxiliary screw conveyor. Each side facing the outer cylinder and the outer cylinder of the main screw conveyor is open and cooperates with the mantle to form a sealed dirt passageway, the lower end of each of the outer cylinders terminating at the lower end of the mantle. , each outer cylinder facing part at the lower end forms a downwardly open diagonal semi-elliptical common space, and an auger is provided at the lower end of the screw of the main screw conveyor, and a plurality of augers are provided at the lower shaft end in the middle part. A drill with a stud or rod for earth and sand agitation is attached, and a small auger is also installed at the lower end of the screw of the auxiliary screw conveyor, and a drill is attached to the tip of the shaft to drill the screw conveyor assembly. preferably has a diameter sufficient to allow the assembly to be moved or rotated coaxially within the cylinder, and preferably has a length that extends approximately three-fourths of the length of the cylinder, and the lower end is on the inner surface of the lower end of the cylinder. The upper end of a large number of water pipes arranged parallel to each other at equal intervals along the inner surface is formed into a circular pipe by forming a water spout with a flat downward opening along the inner surface of the cylinder. One or two water pumps are connected to the collecting pipe and installed near the top surface of the cylinder, and the collecting pipe and a drainage pipe to the outside are connected to the discharge pipe of the pump via a switching valve, A piping system in which the upper end of the water suction pipe is connected to the suction pipe of the pump, the lower end of which opens near the intermediate height position of the auxiliary screw conveyor along the inner surface of the cylinder, allows the water in the cylinder to be drained at the initial stage of dredging. A cylinder that discharges the water to the outside through the water suction pipe and the drainage pipe to lower the water level to near the upper surface of the auxiliary screw conveyor, and circulates the jet water through the water suction pipe and the water supply pipe during dredging work. Screw conveyor type cylindrical dredging machine with auger.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP4854578A JPS58771B2 (en) | 1978-04-24 | 1978-04-24 | Screw conveyor type cylindrical dredging machine with auger |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP4854578A JPS58771B2 (en) | 1978-04-24 | 1978-04-24 | Screw conveyor type cylindrical dredging machine with auger |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS54141026A JPS54141026A (en) | 1979-11-01 |
| JPS58771B2 true JPS58771B2 (en) | 1983-01-07 |
Family
ID=12806332
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP4854578A Expired JPS58771B2 (en) | 1978-04-24 | 1978-04-24 | Screw conveyor type cylindrical dredging machine with auger |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS58771B2 (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS62182326A (en) * | 1986-02-06 | 1987-08-10 | Katsuyoshi Harada | Dredger |
-
1978
- 1978-04-24 JP JP4854578A patent/JPS58771B2/en not_active Expired
Also Published As
| Publication number | Publication date |
|---|---|
| JPS54141026A (en) | 1979-11-01 |
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