JPS5820826A - Under-water rubble charging and leveling work and device therefor - Google Patents

Under-water rubble charging and leveling work and device therefor

Info

Publication number
JPS5820826A
JPS5820826A JP11718381A JP11718381A JPS5820826A JP S5820826 A JPS5820826 A JP S5820826A JP 11718381 A JP11718381 A JP 11718381A JP 11718381 A JP11718381 A JP 11718381A JP S5820826 A JPS5820826 A JP S5820826A
Authority
JP
Japan
Prior art keywords
rubble
chute pipe
leveling
angle
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.)
Pending
Application number
JP11718381A
Other languages
Japanese (ja)
Inventor
Masanori Shima
島 正憲
Hitoshi Kurita
栗田 仁
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.)
Toa Corp
Original Assignee
Toa Corp
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 Toa Corp filed Critical Toa Corp
Priority to JP11718381A priority Critical patent/JPS5820826A/en
Publication of JPS5820826A publication Critical patent/JPS5820826A/en
Pending legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D15/00Handling building or like materials for hydraulic engineering or foundations
    • E02D15/10Placing gravel or light material under water inasmuch as not provided for elsewhere

Landscapes

  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • Underground Or Underwater Handling Of Building Materials (AREA)

Abstract

PURPOSE:To perform the charging of rubble to a given place as well as the leveling of the rubble automatically without the need for manual labor by providing a leveler whose angle is regulatable is at the tip of a chute pipe inclinable at any angle to the bottom under water. CONSTITUTION:When charging rubble from a gat ship into a rubber supply hopper 3 on the deck of a rubble charging and leveling base ship 1, the rubble is supplied to the bottom under water through a chute pipe 4 hung down by a wire 9 and leveled by a leveler 6. The angle of the chute pipe 4 is adjustable within the range about 35 deg. to about 55 deg. and also its length is adjustable according to the depth of water because of bolt connection. Also, the angle of the blade 14 of the leveler 6 is adjustable to adequate ones by oil-pressure jacks 16.

Description

【発明の詳細な説明】 本発明はシュートパイプを使用して、捨石を連続的に水
中に投入すると同時に、そのシュートパイプの下端部に
設けた均し装置にて均すととの可能な水中捨石投入均し
工法及びその装置に関するものである。
[Detailed description of the invention] The present invention uses a chute pipe to continuously throw rubble into water, and at the same time, it can be leveled by a leveling device installed at the lower end of the chute pipe. This article relates to the rubble stone loading and leveling method and its equipment.

従来、水中での基礎捨石を施工する工法としては、石運
搬船にて水中の測深を行ないながら捨石を投入し、その
後に潜水夫、あるいは均し機械によって水底に投入され
た捨石の均しを行っているが、水深が深くなるに従い、
投入した捨石の拡散が大、きくなり、均し作業には相当
の労力を必要とし、当然捨石投入量の割増しも多くなる
Conventionally, the method of constructing foundation rubble underwater is to use a stone carrier to survey the depth of the water and drop the rubble into the water, and then use a diver or a leveling machine to level the rubble placed at the bottom of the water. However, as the water gets deeper,
The thrown rubble spreads more and more, and the leveling work requires considerable effort, which naturally increases the amount of rubble thrown in.

また、捨石運搬船から水底の捨石均し面までシュートパ
イプを設けて、捨石を水底の均し面までそのシュートパ
イプを経由して供給させる工法が使用されているが、こ
の場合、シュートパイプが長くなると、捨石と捨石との
噛み合いにより、そのシュートパイプ内の閉塞を生じる
    ゝことがある。
Another method used is to install a chute pipe from a rubble transport ship to the leveling surface of the water bottom, and supply the rubble to the leveling surface of the water bottom via the chute pipe, but in this case, the chute pipe is long. If this occurs, the chute pipe may become clogged due to the rubble stones interlocking with each other.

そこで、この問題を解決するために、模型実実験を行っ
た結果、そのシュートパイプの内径が捨石粒径に対して
約5倍以上の充分大きな径を有し、かつ、そのシュート
パイプが45°程度の充分な傾斜角度を有しておれば、
上記のごときシュートパイプ内の閉塞が発生しないこと
が確認され、更に、シュートパイプとして上記の条件に
ほぼ満足するものを使用し、かつ、そのシュートパイプ
並びにホッパー等に振動機を装備すれば、捨石はシュー
トパイプ内を一層スムースに落下しやすいことが判明し
た〇そこで、本発明はコンクリートケーソン、水中構造
物の設置等の水中土木工事を施工する場合の基礎捨石を
所定の位置にスムースに投入し、同時に均し作業を行な
うことにより、最少限の捨石量で基礎捨石の施工を行な
いうろ水中捨石投入均し工法及びその装置を提供するこ
とを目的としてなされたもので今る。
Therefore, in order to solve this problem, we conducted a model experiment and found that the inner diameter of the chute pipe was sufficiently large, approximately 5 times or more the diameter of the rubble grain, and that the chute pipe was rotated at an angle of 45°. If it has a sufficient angle of inclination,
If it is confirmed that the chute pipe does not become clogged as described above, and if a chute pipe that satisfies the above conditions is used, and if the chute pipe and hopper are equipped with a vibrator, it is possible to remove rubble. It has been found that rubble falls more smoothly through the chute pipe.Therefore, the present invention has been developed to smoothly introduce foundation rubble into a predetermined position when constructing underwater civil engineering works such as installing concrete caissons and underwater structures. The purpose of this work is to construct a foundation rubble with a minimum amount of rubble by performing leveling work at the same time, and to provide a method and device for leveling the rubble in water.

即ち、本発明の水中捨石投入均し装置は、前後及び左右
への移動が可能な保持台船に、上部に捨石供給用ホッパ
ー及び振動機を有し、かつ下部に角度調整可能な均し装
置及び材料供給側11装置を有するシュートパイプを、
水中に対して任意な角度に傾斜可能に取付けることによ
り構成される。
That is, the underwater rubble feeding leveling device of the present invention has a holding barge that can move back and forth and left and right, has a hopper for supplying rubble and a vibrator in the upper part, and a leveling device that can adjust the angle in the lower part. and a chute pipe having 11 devices on the material supply side,
It is constructed by being installed so that it can be tilted at any angle with respect to the water.

以下図面に基づいて、本発明の詳細な説明するが、第1
図及び第2図に示すごとく、本発明の一実施例における
水中捨石投入均し装置を取り付けた保持台船である捨石
投入均し台船1では、その甲板上に位置された捨石供給
用のホッパー3にガツト船2により捨石を投入させてい
る0 この8石は、シュートパイプ4の上部の投石供給用のホ
ッパー6からシュートパイプ4を通って水底の均し面迄
供給されるが、シュートパイプ4内の捨石の貯留状況を
知るために、例えばシュートパイプ4の2個所位に捨石
の貯留状況を検知するランプ装置を用意しておくと、そ
の位置を確認できる。それと共′にシュートパイプ4の
上部例えばホッパー6等適当な個扇に装備された振動機
にてシュートパイプ4を振動させ、スウィングワイヤー
7を引くことにより、シュートパイプ4の下部に設けた
均し装置6で捨石均しか行なわれる。
The present invention will be described in detail below based on the drawings.
As shown in FIG. 2 and FIG. 2, a rubble loading and leveling barge 1, which is a holding barge equipped with an underwater rubble loading and leveling device according to an embodiment of the present invention, has a rubble feeding barge 1 located on its deck. The rubble is fed into the hopper 3 by the Gatsuto ship 2. These eight stones are fed from the hopper 6 at the top of the chute pipe 4 for supplying stones through the chute pipe 4 to the leveling surface of the water bottom. In order to know the storage status of rubble in the pipe 4, for example, if lamp devices for detecting the storage status of rubble are prepared at two locations in the chute pipe 4, the positions thereof can be confirmed. At the same time, by vibrating the chute pipe 4 with a vibrator installed in a suitable individual fan such as the hopper 6 at the upper part of the chute pipe 4 and pulling the swing wire 7, a leveler is installed at the lower part of the chute pipe 4. The device 6 only performs leveling of rubble.

シュートパイプ4は、角度αが約35°から約55°の
範囲で角度調整可能になっており、水中に対し任意な角
度で傾斜させながら均しを行なうようになっており、ま
た水深の大小によりシュートパイプ4の長さも調整でき
るようにシュートパイプ4をボルト接続としている。
The angle α of the chute pipe 4 can be adjusted within the range of about 35° to about 55°, and the chute pipe 4 can level the water while tilting it at an arbitrary angle, and can also be adjusted depending on the depth of the water. The chute pipe 4 is connected by bolts so that the length of the chute pipe 4 can also be adjusted.

また、このシュートパイプ4は、シュートシャー8より
吊りワイヤー9にて吊り、均し装置6を捨石均し面に一
致させており、更に、シュートパイプ4の下部には材料
供給調整装置t 10が装備され、捨石供給をいつでも
停止させることができる。
Further, this chute pipe 4 is suspended from a chute shear 8 by a hanging wire 9, and the leveling device 6 is aligned with the rubble leveling surface, and furthermore, a material supply adjustment device t10 is installed at the bottom of the chute pipe 4. Equipped, the supply of rubble can be stopped at any time.

次に、第3図は均し装置6の要部拡大側面図で、また、
第4図はその上面から見た平断面図であり、シュートパ
イプ4の下端部15を長方形に形成して、ブレード14
によって均しを行なうものであり、ブレード14の角度
を調整するため、2個の油圧ジヤツキ16を用いている
が、17及び18で示している部分はピン構造になって
いる。
Next, FIG. 3 is an enlarged side view of the main parts of the leveling device 6, and also shows
FIG. 4 is a plan sectional view of the chute pipe 4 seen from the top, in which the lower end 15 of the chute pipe 4 is formed into a rectangular shape, and the blade 14 is formed into a rectangular shape.
Two hydraulic jacks 16 are used to adjust the angle of the blade 14, and the portions 17 and 18 have a pin structure.

また、第5図の側面図及び第6図の平面図は、均し装置
6の他の実施例を示しており、シュートパイプ4の下端
部が所定の高さに設定されているが、更に均し精度を上
げると共に、転圧効果を持たせるために、シュートパイ
プ4の下端部にローラー12を取り付けており、また、
ローラー12の角度を調整するために油圧ジヤツキ11
を用い、このローラー12はシュートパイプ4の下端部
に13で示すピン構造にて支持されている。
The side view in FIG. 5 and the top view in FIG. 6 show other embodiments of the leveling device 6, in which the lower end of the chute pipe 4 is set at a predetermined height. A roller 12 is attached to the lower end of the chute pipe 4 in order to improve leveling accuracy and provide a rolling effect.
A hydraulic jack 11 is used to adjust the angle of the roller 12.
This roller 12 is supported by a pin structure shown at 13 at the lower end of the chute pipe 4.

なお、上記均し装置6におけるローラー12については
、静荷重を作用させるものであるが、動荷重を作用させ
る場合、または静荷重及び動荷重を併用させるものでも
よい。
Although the rollers 12 in the leveling device 6 are applied with a static load, they may be applied with a dynamic load, or may be applied with a combination of a static load and a dynamic load.

また、海面にうねりのある海域では、シュートパイプ4
の下端部のピッチングによる上下運動が激しいことが予
想されるので、その下端部に浮体を固定することもでき
る。
In addition, in areas with swells on the sea surface, the chute pipe 4
Since the pitching of the lower end of the floating body is expected to cause severe vertical movement, a floating body may be fixed to the lower end.

ここで、上記のシュートパイプ4の下端部に設けられた
均し装置6は、シュートパイプ4の傾斜角に関係なく水
平、あるいは適宜な勾配、例えば約4%の勾配が取れる
ように、油圧ジヤツキ16、または11による調節が可
能になっており、また、捨石投入状況を確認するために
は、均し装置6の左右両サイドに音響探知器等を取付け
て、その測定値を捨石投入均し台船1のブリッジに設け
たオシロスコープに表示することも可能である。
Here, the leveling device 6 provided at the lower end of the chute pipe 4 is a hydraulic jack so that the chute pipe 4 can be horizontal or have an appropriate slope, for example, a slope of about 4%, regardless of the inclination angle. 16 or 11. In addition, in order to check the status of the rubble feeding, an acoustic detector or the like is installed on both the left and right sides of the leveling device 6, and the measured values are used to check the leveling of the rubble feeding. It is also possible to display the information on an oscilloscope installed on the bridge of the barge 1.

従って、本発明の水中捨石投入均し工法を適用した装置
を装備した捨石投入均し台船から捨石を水中に投入した
際、その投入位置を所定の高さに管理できるので、捨石
投入量の割増しを最小限にするととができ、経済的な捨
石作業ができ、特に大水深になる程その効果が増大する
Therefore, when rubble is thrown into the water from a rubble stone loading and leveling barge equipped with a device to which the underwater rubble stone loading and leveling method of the present invention is applied, the loading position can be controlled at a predetermined height, so that the amount of rubble thrown in can be controlled. Minimizing the additional amount allows for economical rubble work, and its effectiveness increases especially as the water gets deeper.

また、本発明の水中捨石投入均し装置は、専用の捨石投
入均し台船以外に、ポンプ船にも装備可能であり、専用
船を建造する必要がないという利点があり、更に、捨石
以外にも砂等の粒径の小さい材料の投入均し作業にも本
発明が適用可能である。
In addition, the underwater rubble charging and leveling device of the present invention has the advantage that it can be installed not only on a dedicated rubble loading and leveling barge but also on a pump ship, and there is no need to construct a dedicated ship. The present invention is also applicable to the charging and leveling work of materials with small particle sizes such as sand.

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

第1図は本発明の一実施例における水中捨石投入均し装
置を装備した捨石投入均し台船の側面図、第2図は第1
図の平面図、第3図は第1図の均し装置要部拡大の側面
図、第4−図は第3図の上面から見た平断面図、第5図
は他の実施例における均し装置要部の側面図、第6図は
第5図の平面図である。 1・・・捨石投入均し台船、3・・・ポツパー、4・・
・シュートパイプ、6・・・均し装置、1o川材料供給
調整装置、11川油圧ジヤツキ、12・・・ローラー、
14・・・ブレード、16・・・油圧ジヤツキ。 代理人 弁理士 小 川 信 − 弁理士 野 口 賢 照 弁理士 斎 下 和 彦 第3図 第4図 第5図 第6図
FIG. 1 is a side view of a rubble loading and leveling barge equipped with an underwater rubble loading and leveling device according to an embodiment of the present invention, and FIG.
3 is an enlarged side view of the essential parts of the leveling device in FIG. 1, FIG. 4 is a plan sectional view seen from the top of FIG. FIG. 6 is a side view of the main parts of the apparatus, and FIG. 6 is a plan view of FIG. 5. 1...Rubble stone loading and leveling barge, 3...Popper, 4...
・Chute pipe, 6... leveling device, 1o river material supply adjustment device, 11 river hydraulic jack, 12... roller,
14...Blade, 16...Hydraulic jack. Agent Patent Attorney Shin Ogawa - Patent Attorney Ken Noguchi Patent Attorney Kazuhiko Saishita Figure 3 Figure 4 Figure 5 Figure 6

Claims (1)

【特許請求の範囲】 1、前後及び左右への移動が可能な保持台船に、/ 上部に捨石供給用ホッパーを有し、かつ下部に角度調整
可能な均し装置及び材料供給調整装置を有するシュート
パイプを、水底に対して任意な角度に傾斜可能に取り付
け、捨石をそのシュートパイプを経由して連続的に水中
に投入すると同時に、均し装置にて均すことを特徴とす
る水中捨石投入均し工法。 2、前後及び左右への移動が可能な保持台船に、上部に
捨石供給用ホッパーを有し、かつ下部に角度調整可能な
均し装置及び材料供給調整装置を有するシュートパイプ
を、水底に対して任意な角度に傾斜可能に′取付けてな
る水中捨石投入均し装置。  □
[Claims] 1. A holding barge that can move back and forth and left and right, / has a hopper for supplying rubble at the top, and a leveling device and a material supply adjustment device that can adjust the angle at the bottom. Underwater rubble feeding is characterized in that a chute pipe is installed so that it can be tilted at an arbitrary angle relative to the water bottom, and rubble is continuously thrown into the water via the chute pipe and at the same time is leveled by a leveling device. Leveling method. 2. A chute pipe, which has a hopper for supplying rubble at the top and a leveling device and material supply adjustment device whose angle can be adjusted at the bottom, is attached to a holding barge that can be moved back and forth and left and right to the bottom of the water. This is an underwater rubble input leveling device that can be installed to tilt at any angle. □
JP11718381A 1981-07-28 1981-07-28 Under-water rubble charging and leveling work and device therefor Pending JPS5820826A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP11718381A JPS5820826A (en) 1981-07-28 1981-07-28 Under-water rubble charging and leveling work and device therefor

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP11718381A JPS5820826A (en) 1981-07-28 1981-07-28 Under-water rubble charging and leveling work and device therefor

Publications (1)

Publication Number Publication Date
JPS5820826A true JPS5820826A (en) 1983-02-07

Family

ID=14705464

Family Applications (1)

Application Number Title Priority Date Filing Date
JP11718381A Pending JPS5820826A (en) 1981-07-28 1981-07-28 Under-water rubble charging and leveling work and device therefor

Country Status (1)

Country Link
JP (1) JPS5820826A (en)

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5172118A (en) * 1974-09-30 1976-06-22 Nippon Dev Consult Suichuniokeru doshano suteokikoho oyobisono sochi
JPS5259930A (en) * 1975-11-12 1977-05-17 Mitsubishi Heavy Ind Ltd Method of reinforcing water bottom
JPS5456229A (en) * 1977-10-13 1979-05-07 Saito Kiyoshi Method of construction of levelling underwater riprap foundation and heavy weight for levelling
JPS5551688A (en) * 1978-10-11 1980-04-15 Mitsubishi Heavy Ind Ltd Stone-throwing and levelling work ship

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5172118A (en) * 1974-09-30 1976-06-22 Nippon Dev Consult Suichuniokeru doshano suteokikoho oyobisono sochi
JPS5259930A (en) * 1975-11-12 1977-05-17 Mitsubishi Heavy Ind Ltd Method of reinforcing water bottom
JPS5456229A (en) * 1977-10-13 1979-05-07 Saito Kiyoshi Method of construction of levelling underwater riprap foundation and heavy weight for levelling
JPS5551688A (en) * 1978-10-11 1980-04-15 Mitsubishi Heavy Ind Ltd Stone-throwing and levelling work ship

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