JPS5955926A - Dredging mechanism and dredger - Google Patents
Dredging mechanism and dredgerInfo
- Publication number
- JPS5955926A JPS5955926A JP16563582A JP16563582A JPS5955926A JP S5955926 A JPS5955926 A JP S5955926A JP 16563582 A JP16563582 A JP 16563582A JP 16563582 A JP16563582 A JP 16563582A JP S5955926 A JPS5955926 A JP S5955926A
- Authority
- JP
- Japan
- Prior art keywords
- deposits
- dredging
- screw drill
- outer cylinder
- cylindrical body
- 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.)
- Pending
Links
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract description 6
- 238000000034 method Methods 0.000 abstract 1
- 238000000926 separation method Methods 0.000 abstract 1
- 239000013049 sediment Substances 0.000 description 6
- 238000003911 water pollution Methods 0.000 description 4
- 230000005540 biological transmission Effects 0.000 description 2
- 230000002265 prevention Effects 0.000 description 2
- 239000010802 sludge Substances 0.000 description 2
- UNPLRYRWJLTVAE-UHFFFAOYSA-N Cloperastine hydrochloride Chemical compound Cl.C1=CC(Cl)=CC=C1C(C=1C=CC=CC=1)OCCN1CCCCC1 UNPLRYRWJLTVAE-UHFFFAOYSA-N 0.000 description 1
- 241000544061 Cuculus canorus Species 0.000 description 1
- 235000011511 Diospyros Nutrition 0.000 description 1
- 244000236655 Diospyros kaki Species 0.000 description 1
- 238000005119 centrifugation Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000003912 environmental pollution Methods 0.000 description 1
- 238000000605 extraction Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 239000002245 particle Substances 0.000 description 1
- 230000000630 rising effect Effects 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21B—EARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
- E21B7/00—Special methods or apparatus for drilling
- E21B7/001—Drilling a non circular hole
Landscapes
- Life Sciences & Earth Sciences (AREA)
- Engineering & Computer Science (AREA)
- Geology (AREA)
- Mining & Mineral Resources (AREA)
- Physics & Mathematics (AREA)
- Environmental & Geological Engineering (AREA)
- Fluid Mechanics (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Geochemistry & Mineralogy (AREA)
- Earth Drilling (AREA)
Abstract
Description
【発明の詳細な説明】
本発明は、土砂・ヘドロ等水中堆積物のしゅんせつ装置
に関する。DETAILED DESCRIPTION OF THE INVENTION The present invention relates to an apparatus for dredging underwater deposits such as earth and sand and sludge.
従来のアースオーガードリルを用いたしゅんせつにおい
ては、第6図に示すように、スクリュードリル(1)を
スクリュー駆動装置(5)で矢印(A)の方向に回転さ
せると、堆積物(9)は外筒(2)の内壁に沿って矢印
(A)方向に回転しながら上昇してくるから、これを排
出口(6)より取り出して容器UO+に塔載するが、堆
積物(9)がヘドロのように粒子の小さい堆積物の場合
、水分の含有比率が高くなりしゅんせつ効率を著しく低
下させている。In dredging using a conventional earth auger drill, as shown in Figure 6, when the screw drill (1) is rotated in the direction of the arrow (A) by the screw drive device (5), the deposits (9) are removed. It rises while rotating in the direction of arrow (A) along the inner wall of the outer cylinder (2), and is taken out from the discharge port (6) and placed in the container UO+, but the deposits (9) become sludge. In the case of deposits with small particles, such as those in the field, the moisture content is high, significantly reducing dredging efficiency.
さらに、堆積物が砂利等のように比較的大きい堆積物の
場合スクリュードリルの回転数に制限があるため捕り出
し効率が悪く、むやみに回転数を大さくすると、水中の
汚濁が激しくt、r6゜したがって、本発明の目的は、
堆積物の状態、性質に応じて極めて効率的で、かつ水の
汚濁が著じるしく軽減されたしゅんせつ装置を提供する
ものである。Furthermore, if the sediment is relatively large, such as gravel, the rotational speed of the screw drill is limited, so the extraction efficiency is poor, and if the rotational speed is increased unnecessarily, the water becomes heavily polluted.゜Therefore, the purpose of the present invention is to
The purpose of the present invention is to provide a dredging device that is extremely efficient depending on the condition and properties of deposits and that significantly reduces water pollution.
以下本発明に係る実施例の詳細を図面(こよって説明す
る。Hereinafter, details of embodiments of the present invention will be explained with reference to the drawings.
第4図において、(1)はスクリュードリル、(2)は
外筒、(3)は外筒駆動装置、(4)は外筒回転伝導装
置、(5)はスクリュードリル駆動装置、(6)は排出
口、(7)は取付台、(8)は水面、(9)は堆積物、
0旧ゴ容器、(IIIは円筒カバー、112は飛散防止
カックー、u3はガイドリーダー、(1ωはウィンチ、
印はワイヤーローブ、(I61は滑車、である。In Fig. 4, (1) is a screw drill, (2) is an outer cylinder, (3) is an outer cylinder drive device, (4) is an outer cylinder rotation transmission device, (5) is a screw drill drive device, and (6) is an outer cylinder drive device. is the outlet, (7) is the mounting base, (8) is the water surface, (9) is the sediment,
0 old container, (III is cylindrical cover, 112 is shatterproof cuckoo, u3 is guide leader, (1ω is winch,
The mark is a wire lobe (I61 is a pulley).
スリリュードリル(1)を、矢印A方向に角速度ωAで
、又外筒(2)を、矢印B方向に角速度ωBで同時iこ
回転させると、外商(2)の内壁に、遠心力で圧着さn
た堆積物(9)は、角速度ωDで、矢印A方向(矢印B
方向)に回++gするが、この角速度ωわと角速度ωえ
角速度(I)Bとの開には、
ωA≧ω1≧ω9
の関係があり、スクリュードリル(1)と、夕p 筒(
2)の相対角速度091誌、
ωA−ωD=ωZ
と表せるから、堆積物(9)が、スクリュードリル(1
)の1]根の斜面に沿って浮動する?11度逸1ま、K
、iJ:ヒ例定赦として、
v、=i<、ω8
と表せる。When the drill drill (1) is simultaneously rotated in the direction of arrow A at an angular velocity ωA and the outer cylinder (2) is simultaneously rotated in the direction of arrow B at an angular velocity ωB, the inner wall of the outer cylinder (2) is pressed by centrifugal force. san
The deposit (9) moves in the direction of arrow A (arrow B) at an angular velocity ωD.
direction), but there is a relationship between the angular velocity ω and the angular velocity (I)B, which is ωA≧ω1≧ω9.
Since the relative angular velocity of 2) can be expressed as ωA−ωD=ωZ, the deposit (9) is
) 1] Does it float along the slope of the roots? 11 degrees 1 ma, K
, iJ: As an example, it can be expressed as v, = i <, ω8.
ここで、外[°11(2)全回転させなし)時0〕1イ
ー i:t41仄を■Aとずれば、KOヲ比例定救とし
て、V、−K。ω。Here, if outside [°11 (2) without full rotation) time 0] 1 E i: t41 is shifted from ■A, then KO will be proportionally saved, V, -K. ω.
と表せるから、
■A>淘
なる関1系がル)ることより、外商(2)を矢印(A)
ノ511’il +こ回1(l々させると1.1lIi
積物(9)θ)外商(2)内でθ〕11111p、、モ
ぢ(Nεは、に2を比渕定り、tとして、
N、 = K2 / VP
と表せるから・角連1?ゝ^−6)BをJ4当なI+i
’fζこJ’1M −< lよ堆積物(ソ)の状態に応
じた遠心分離時間を決定することができ、排出口(6)
より取り出す堆積物(9)の水分含汀率全低[させるこ
とになる。Since it can be expressed as, ■A>Tanaru Seki 1 system is R), then Gaisho (2) is indicated by arrow (A).
ノ511'il + this time 1 (if you let it be 1.1lIi
Product (9) θ) In the foreign quotient (2), θ〕11111p,,mo〢(Nε is defined as 2, and t can be expressed as N, = K2 / VP.Kakuren 1?ゝ^-6) B is J4 correct I+i
The centrifugation time can be determined according to the condition of the sediment (so), and the discharge port (6)
The total moisture content of the sediment (9) to be taken out will be lowered.
従来のアースオーガーでは、水分含有率は80%以上で
あったが、本発明による実施例では、水分含有率は50
X以Fと7よる。In the conventional earth auger, the moisture content was 80% or more, but in the embodiment according to the present invention, the moisture content was 50% or more.
From X to F and 7.
さらに、外筒(2)を、矢印(C)の方向に角速度ωC
で回転させると、スクリュードリル(1)の角速度はω
Aであるから相対速度ωFは、
ω6+(υC−ωF
と表せるが、外筒(2)内にある堆積物(9)に働く接
線方向の力の向きが1’80度変化するから、遠心力に
よる圧着効果は減少するが、上昇速度VFはに3を比例
定数とすれば、
V、 = K2O2
7よる関係があり、堆積物(9)の状態にまって、角速
度ω八・ω8えて適切な角速度ωFとなるようにす牡ば
、堀出し効率が上る。Furthermore, the outer cylinder (2) is moved at an angular velocity ωC in the direction of the arrow (C).
When rotated at , the angular velocity of the screw drill (1) is ω
Since A, the relative velocity ωF can be expressed as ω6+(υC−ωF), but since the direction of the tangential force acting on the deposit (9) in the outer cylinder (2) changes by 1'80 degrees, the centrifugal force However, if the rising speed VF is a proportionality constant of 3, there is a relationship as follows: V, = K2O2 7, and depending on the state of the deposit (9), the angular velocity ω8・ω8 becomes appropriate. If the angular velocity is set to ωF, the digging efficiency will increase.
従来、堀出し速度を上げるために、スクリュードリル(
1)の同(伝般を大きくすると、スクリュードリル(1
)の先端付近の堆積物(9)は、水流によって飛散する
から、一定回転数以上回転数を上げても効果は少い。Traditionally, screw drills (
1) If you increase the transmission, the screw drill (1)
) is scattered by the water flow, so increasing the rotation speed above a certain level has little effect.
本発明における実施例では、スクリュードリル(1)の
回転数を適当に定めて、外筒(2)の回転数を任意に選
択することができるから、堆積物(9)の水中飛散を増
大させずに上昇運搬速度ヲ速くすることができ、堆積物
(9)が砂利などのような場合には極めて効率良く堀り
出[7ができる。In the embodiment of the present invention, since the rotation speed of the screw drill (1) can be appropriately determined and the rotation speed of the outer cylinder (2) can be arbitrarily selected, the scattering of the sediment (9) into the water can be increased. When the sediment (9) is gravel or the like, it can be excavated very efficiently [7].
さらに、第2図に示すように、取(=J台(7)に固定
された円筒カバー〇今に、スクリュードリル(1)と、
外商(2)からなるしゅんせつ機構を内設すると、外筒
(2)の回転(こよる堆積物(9)の水中飛散がなくな
りしゅんせつ効率を低ドさせずに水中汚濁を極めて少く
することができる。Furthermore, as shown in Fig. 2, a screw drill (1) is attached to the cylindrical cover fixed to the J stand (7).
When the dredging mechanism consisting of the outer cylinder (2) is installed internally, the rotation of the outer cylinder (2) eliminates the scattering of deposits (9) into the water, making it possible to extremely reduce water pollution without reducing dredging efficiency. .
又第6図Iこポすように、円筒カバーul+のド方の位
置に飛散防止カバーflZを設置す才1ば、スクリュー
ドリル(1)による堆積物(9)の飛散範囲を制限でき
るから、水中汚濁はさらに軽減される。Also, as shown in Figure 6 I, installing the scattering prevention cover flZ on the side of the cylindrical cover UL+ can limit the scattering range of the deposit (9) by the screw drill (1). Water pollution will be further reduced.
父上記で説明した本発明によるしゅんせつ装置において
、第4図に示すように、船体(171に固定されたガイ
ドリーダー(13に、取付台(7)を摺動iJ能に7f
fl(tけ、滑車(1υを介して、ワイヤロープ05で
ウィンチ(1心と、取(=1台(7)Yf:結合し、ウ
ィンチ圓を回転させると、取付台(7)は昇降するから
該しゅんせつ・ル旧aが堆積物(9)に挿入さfi’L
る深さを調整できるから、しゅんせつ深さをrtIlJ
限することができる。In the dredging apparatus according to the present invention as explained above, as shown in FIG.
fl(t), wire rope 05 via pulley (1υ) connects the winch (1 core and handle (= 1 unit (7) Yf: When the winch circle is rotated, the mounting base (7) moves up and down. From the dredging le old a fi'L inserted into the deposit (9)
You can adjust the dredging depth, so you can adjust the dredging depth.
can be limited.
さらに、第5図に示すように、円筒カバーObとスクリ
ュードリル(1)と、外筒(2)からなるしゅんせつ俵
イ1Φを、個々に摺動IJJ Ill:に設置し、円[
帝カバー(11IよりF方に該しゅんせつ124.7+
’jを突出させると、外筒(2)の回転がノ111債物
(9)を攪拌し1、堆積物(9)になだれ現象がおきる
から、一定位置に!、−けるしゅんせつI範囲を拡大す
ることがQきる。Furthermore, as shown in FIG.
Imperial cover (124.7+ dredging from 11I to F side)
When 'j is made to protrude, the rotation of the outer cylinder (2) will agitate the material (9) and cause an avalanche phenomenon in the deposit (9), so keep it in a fixed position! , - It is possible to expand the dredging range.
ただし、この時は水中汚濁は斤しく多くなるが実柿例に
J、れば第五図に示すように該しゅんせつ]慢11Nを
、突出させない時のい0んぜつ範囲はX−X′であるが
、該しゅんせつClo毛111?を、円1;;1カバー
〇bより突出させると、しゅんせつ屯)、囲はY’
Y’と著しく拡大するから、広範囲のしゅんせつを行う
時にしゅんせつ装置の移動回数を少くすることかでさる
。However, in this case, the water pollution will increase significantly, but if the actual persimmon is J, then as shown in Fig. However, the dredged Clo hair 111? If you make it protrude from the circle 1;
Y', the dredging device will need to be moved less frequently when dredging a wide area.
以上説明したとうり、本発明によitば極めて効率の良
いしゅんせつ作業が、1f1ii実かつ容易に実施でき
、環境汚染も少い。As explained above, according to the present invention, extremely efficient dredging work can be carried out practically and easily, and there is little environmental pollution.
第1図は本発明(こおけるい史んせつ機構の一部断Uj
Iの側面図、第2図は円筒カバーを1」加した本発明に
おけるしゅんせつ装置の)所面図、第6図は飛散防止カ
バーを付加した側面図、第4図、第5図はしゅんせつ装
置に昇降装置を付加した本発明における側面図、第6図
ミオ従来のしゅんせつ装置の一部断面の側面図である。
1はスクリュードリル、2は外筒、10は容器、11は
円筒カバー、12は飛散防止カバー、1′5はガイドリ
ーダー、14はウィンチ、である。
特許出願人 大旺建設株式会社
代表取締役 中 谷 健
歿1図
第2図
ンう区Figure 1 is a partial cutaway of the present invention.
Fig. 2 is a side view of the dredging device of the present invention with a cylindrical cover added by 1 inch, Fig. 6 is a side view with a shatterproof cover added, and Figs. 4 and 5 are the dredging device of the present invention. Fig. 6 is a side view of the present invention in which a lifting device is added to the dredging device, and Fig. 6 is a partially sectional side view of the conventional dredging device. 1 is a screw drill, 2 is an outer cylinder, 10 is a container, 11 is a cylindrical cover, 12 is a scattering prevention cover, 1'5 is a guide leader, and 14 is a winch. Patent Applicant: Daio Construction Co., Ltd. Representative Director Takeki Nakatani Figure 1 Figure 2
Claims (1)
能なスクリュードリルと、該筒体を回動させる駆動装置
と、該スクリュードリルを回動させる駆動装置と紮備え
たことを特徴とするしゅんせつ機構。 2、 回動用能な筒体内部に、回動i]″能なスクリュ
ードリルを内設してなるしゅんせつ機構が、取付台に固
定された該筒体と、はぼ同じ長さの略同芯筒体カバーに
遊嵌されてなることを特徴とする特許請求の範囲第1項
記載の発明を実施するためのしゅんせつ装置 3、回動i!l能な筒体内部Iこ、回動可能なスクリュ
ートリlしを内設してなるしゅんせつ機構が、取付台に
固定された該筒体と、はぼ同じ長さの略同芯曲体カバー
に遊嵌されてなるしゅんせつ装置において、該しゅんせ
つ機構と、該筒体カバーが、独自に上下方向に作動=r
能に立設されたガイドリーダーと、該しゅんせつ機構を
昇降させる駆動装置と、核ガイドカバーを昇降させる駆
動装置とを備えたことを特徴とする特許請求の範囲第2
項記載の発明を実施するためのしゅんせつ装置。[Claims] 1. A rotatable cylindrical body, a rotatable screw drill installed in the cylindrical body, a drive device for rotating the cylindrical body, and a rotatable screw drill for rotating the screw drill. A dredging mechanism characterized by being equipped with a driving device and a spool. 2. A dredging mechanism consisting of a rotatable screw drill installed inside a rotatable cylindrical body is approximately concentric with the cylindrical body fixed to the mounting base and has approximately the same length. A dredging device 3 for carrying out the invention according to claim 1, characterized in that it is loosely fitted into a cylinder cover, and the inside of the cylinder is rotatable. A dredging device in which a dredging mechanism including a screw drill is loosely fitted into a substantially concentric curved cover having approximately the same length as the cylindrical body fixed to a mounting base, the dredging mechanism , the cylindrical cover independently moves up and down = r
Claim 2, characterized in that the dredging mechanism is provided with a guide leader installed upright, a drive device that raises and lowers the dredging mechanism, and a drive device that raises and lowers the nuclear guide cover.
A dredging device for carrying out the invention described in paragraph 1.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP16563582A JPS5955926A (en) | 1982-09-21 | 1982-09-21 | Dredging mechanism and dredger |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP16563582A JPS5955926A (en) | 1982-09-21 | 1982-09-21 | Dredging mechanism and dredger |
Publications (1)
Publication Number | Publication Date |
---|---|
JPS5955926A true JPS5955926A (en) | 1984-03-31 |
Family
ID=15816103
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP16563582A Pending JPS5955926A (en) | 1982-09-21 | 1982-09-21 | Dredging mechanism and dredger |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS5955926A (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH0230819A (en) * | 1988-07-20 | 1990-02-01 | Unyusho Daiyon Kowan Kensetsu Kyokucho | Sludge dredging method and equipment |
Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5239253A (en) * | 1975-08-29 | 1977-03-26 | Hitachi Ltd | Assorting apparatus for articles fed randomly |
-
1982
- 1982-09-21 JP JP16563582A patent/JPS5955926A/en active Pending
Patent Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5239253A (en) * | 1975-08-29 | 1977-03-26 | Hitachi Ltd | Assorting apparatus for articles fed randomly |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH0230819A (en) * | 1988-07-20 | 1990-02-01 | Unyusho Daiyon Kowan Kensetsu Kyokucho | Sludge dredging method and equipment |
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