JPH09228772A - Conveying device for muddy ground and conveying device for muddy ground in boring device - Google Patents

Conveying device for muddy ground and conveying device for muddy ground in boring device

Info

Publication number
JPH09228772A
JPH09228772A JP6178496A JP6178496A JPH09228772A JP H09228772 A JPH09228772 A JP H09228772A JP 6178496 A JP6178496 A JP 6178496A JP 6178496 A JP6178496 A JP 6178496A JP H09228772 A JPH09228772 A JP H09228772A
Authority
JP
Japan
Prior art keywords
ground
carrier
mud
buoyancy
boring
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
JP6178496A
Other languages
Japanese (ja)
Inventor
Shunji Kuraki
俊次 椋木
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.)
NISHI NIPPON CHISHITSU CHIYOUSASHIYO KK
Original Assignee
NISHI NIPPON CHISHITSU CHIYOUSASHIYO KK
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 NISHI NIPPON CHISHITSU CHIYOUSASHIYO KK filed Critical NISHI NIPPON CHISHITSU CHIYOUSASHIYO KK
Priority to JP6178496A priority Critical patent/JPH09228772A/en
Publication of JPH09228772A publication Critical patent/JPH09228772A/en
Pending legal-status Critical Current

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  • Earth Drilling (AREA)

Abstract

PROBLEM TO BE SOLVED: To enable an economical and efficient conveyance of material or enable boring search even in the case of super soft ground by sequentially grounding first and second floating bodies, and reciprocally moving the second floating body. SOLUTION: First floading bodies 4, 4 retaining a load carrier 1 carrying a load thereon on the muddy ground are made to move up and down by hydraulic cylinders 6.... Second floating bodies 8, 8 retaining the load carrier 1 while being grounded on the muddy ground are made to move reciprocally in the horizontal direction by a hydraulic cylinder 13. According to the sequential grounding of both floating bodies 4, 8 and the reciprocal motion of the second floating body 8, the loading carrier 1 is made to travel on the muddy ground stably. The second floating body 8 is rotated by hydraulic cylinders 11, 11 to direct the carrier 1 to an destination. At the lower surface of each floating body 4, 8 a net-like body is layed as a cover to facilitate the cutting of muddy ground.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【発明の属する技術分野】本発明は、超軟弱な泥上地盤
上での資材等の搬送に適した搬送機および超軟弱な泥状
地盤上でボーリング装置を搬送するに適した搬送機に関
する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a carrier suitable for carrying materials and the like on a super soft mud ground and a carrier suitable for carrying a boring device on an ultra soft mud ground.

【0002】[0002]

【従来の技術】近年、沿海等に外周護岸を行って内部に
はその辺を浚渫した土砂を投入しただけの人工島が設け
られ、一定期間経過した後、この人工島内のボーリング
調査や資材の搬入等を要請されることがある。このよう
な人工島では、比重の軽い汚泥状のものが上層部を形成
し、表面が極めて軟弱な状態となっており、このような
場合は、いくらクローラ等を使用しても旋回時にゴム履
帯がスリップしたり、あるいは、未だそのようなクロー
ラも使用できないような軟弱な場合もある。このような
場合は、護岸上の一点から目的地点まで発泡スチロール
と足場板を継ぎ足しながら桟橋を延ばしていき、この桟
橋を利用して資材搬入やボーリング調査等の目的を達成
することになる。
2. Description of the Related Art In recent years, artificial islands have been set up in which the outer seawall has been constructed along the coast, and only the sediment dredged around the seashore has been provided therein. You may be required to carry in the product. In such artificial islands, sludge with a low specific gravity forms the upper layer, and the surface is in a very soft state. May slip or be so weak that such crawlers cannot be used yet. In such a case, the pier is extended from one point on the revetment to the destination point while styrofoam and a scaffold plate are added, and the purpose of material loading, boring survey, and the like is achieved using the pier.

【0003】[0003]

【発明が解決しようとする課題】しかしながら、この目
的地点まで桟橋を延ばして行く方法では、超軟弱な泥状
地盤上であるから桟橋設営のための機械類の使用も制限
され、その設営に掛る日数は目的地点まで遠い程長く掛
かることになるし、費用もそれに比例して大きなものと
なる。さらに、人工島内で複数個所に別れた地点に資材
を搬入したりボーリング調査を行うような場合では、こ
の桟橋とボーリング装置の設営に対し、不安定な場所に
あって安全性を確保しながら作業を行わなければなら
ず、このため、大変な日数を要し極めて効率の悪いもの
となっていた。
However, in the method of extending the jetty to this destination point, the use of machinery for the construction of the jetty is limited because it is on an extremely soft mud ground, and the construction is required. The more days it takes to reach the destination, the longer it will take, and the cost will increase proportionately. In addition, when materials are to be carried into multiple locations on the artificial island or a boring survey is to be carried out, the construction of this jetty and boring equipment is in an unstable place while ensuring safety. This required a lot of days and was extremely inefficient.

【0004】本発明は、かかる従来の問題点を解決する
ためになされたものであって、その目的とするところ
は、人工島上層部が泥状で超軟弱な状態にあっても桟橋
等を必要とせず、資材搬送、またはボーリング調査のた
めの目的地点が離れて複数個所あっても日数や人手、費
用を多く掛けず、経済的で効率的に作業することができ
る泥状地盤用搬送機およびボーリング装置の泥状地盤用
搬送機を提供することにある。
The present invention has been made in order to solve the above-mentioned conventional problems, and its object is to construct a pier or the like even if the upper part of the artificial island is in a mud-like and super-soft state. Even if there are multiple destinations for material transportation or boring surveys without needing them, it can be economically and efficiently carried out without increasing the number of days, manpower, and costs, and it is a mud ground carrier. Another object of the present invention is to provide a carrier for a muddy ground of a boring device.

【0005】[0005]

【課題を解決するための手段】前記目的を達成するため
の手段として本発明請求項1記載の超軟弱地盤用搬送機
では、水平に配置された荷台と;荷重を積載した前記荷
台を泥状地盤上に支持する第1浮力体と;前記荷台に対
し第1浮力体を昇降させる昇降手段と;前記荷台と共に
昇降し該荷台が第1浮力体に対し下降位置にあるとき前
記第1浮力体に代え泥状地盤に接地して荷台を支持する
第2浮力体と;前記荷台に対し第2浮力体を水平方向に
往復移動させる水平移動手段と;を備えた構成とした。
[Means for Solving the Problems] As a means for achieving the above object, in a carrier for ultra-soft ground according to claim 1 of the present invention, a horizontally-arranged cargo bed; A first buoyant body supported on the ground; an elevating means for raising and lowering the first buoyant body with respect to the cargo bed; a first buoyant body that is elevated with the cargo bed and is in a lowered position with respect to the first buoyant body Instead, a second buoyant body that is grounded on the mud-like ground to support the carrier; and a horizontal moving unit that horizontally reciprocates the second buoyant member with respect to the carrier are employed.

【0006】この構成では、スタート地点で第1,第2
浮力体共接地状態にあり、さらに第2浮力体が荷台の後
方に移動した状態にあるところから説明すると、まず、
荷台に対し第1浮力体を下降させることにより、第1浮
力体のみで荷台を泥状地盤上に支持させ、第2浮力を泥
状地盤から地切りさせる。この地切りした第2浮力体を
水平移動手段で荷台の前方側へ移動させ、その場で第1
浮力体を上昇させる。つまり、このとき第2浮力体は荷
台と共に下降しており、その下面が泥状地盤に接地した
とき第1浮力体に代え第2浮力体が荷台を泥状地盤状で
支持することになる。この第2浮力体が荷台を泥状地盤
上に支持した後、水平移動手段で第2浮力体を荷台に対
し水平移動、つまり、相対的に荷台を前方側へ移動させ
る。この繰り返しによって前方側へ歩行させ、資材等を
目的地へ向け搬送していくことができる。
In this configuration, at the start point, the first and second
The buoyancy body is in the state of being in contact with the ground, and the second buoyancy body is moved to the rear of the luggage carrier.
By lowering the first buoyancy body with respect to the loading platform, the loading platform is supported on the mud ground only by the first buoyancy body, and the second buoyancy is grounded from the mud ground. This ground-cut second buoyancy body is moved to the front side of the loading platform by the horizontal moving means, and then the first
Raise the buoyancy body. That is, at this time, the second buoyant body is descending together with the bed, and when the lower surface of the second buoyant body is in contact with the muddy ground, the second buoyant body replaces the first buoyant body and supports the bed in a muddy ground shape. After the second buoyancy body supports the luggage carrier on the mud ground, the second buoyancy body is horizontally moved with respect to the luggage carrier by the horizontal moving means, that is, the luggage carrier is relatively moved forward. By repeating this, it is possible to walk forward and transport materials and the like to the destination.

【0007】請求項2記載の泥状地盤用搬送機では、請
求項1記載の泥状地盤用搬送機において、前記第2浮力
体に対し前記荷台を適宜角度水平回動させる回動手段を
備えた構成とした。この構成では、泥状地盤用搬送機が
前記前方側へ移動中であって第2浮力体が泥状地盤に接
地している時に、回動手段で荷台を一方向へ適宜角度回
転させることにより、第1浮力体の方向を転換させ、そ
の状態で荷台を下降、つまり第1浮力体を接地させるこ
とで進行方向を変えていくことができる。
According to a second aspect of the present invention, there is provided a muddy ground carrier according to the first aspect, wherein the muddy ground carrier is provided with a rotating means for horizontally rotating the cargo bed with respect to the second buoyancy body by an appropriate angle. It has a different configuration. With this configuration, when the carrier for mud ground is moving to the front side and the second buoyant body is in contact with the mud ground, the rotating means rotates the loading platform in one direction by an appropriate angle. The direction of travel can be changed by changing the direction of the first buoyancy body and lowering the bed in that state, that is, by grounding the first buoyancy body.

【0008】請求項3記載の泥状地盤用搬送機では、請
求項1または2記載の泥状地盤用搬送機において、前記
第1および第2浮力体が荷重を積載した荷台を水上に支
持する浮力を有し、かつ前記荷台下方に水中推進器を備
えた構成とした。この構成では、人工島内等で使用中に
潮が満ちても、泥状地盤用搬送機全体を浮上させ、水中
推進器で次の目的地へ進めることができる。
According to a third aspect of the present invention, there is provided a mud ground carrier according to the first or second aspect, wherein the first and second buoyant bodies support a loading platform on which water is loaded. It has buoyancy and is provided with an underwater propulsion unit below the platform. With this configuration, even when the tide is filled during use on an artificial island or the like, the entire muddy ground transporter can be floated and advanced to the next destination by the underwater propulsion device.

【0009】請求項4記載の泥状地盤用搬送機では、請
求項1,2または3記載の泥状地盤用搬送機において、
前記第1,第2浮力体の下面に網状体を被覆させた構成
とした。この構成では、第1または第2浮力体下面が平
面状で泥状地盤に吸着していても、それを上昇させると
き、網状体が吸着面を破壊するから浮力体の地切りをス
ムースに行わせることができる。
According to a fourth aspect of the present invention, there is provided a mud ground carrier according to the first, second or third aspect of the present invention.
The lower surface of the first and second buoyancy bodies was covered with a net-like body. In this configuration, even if the lower surface of the first or second buoyancy body is flat and is adsorbed on the mud ground, when raising it, the mesh body breaks the adsorption surface, so that the buoyancy body is cut off smoothly. Can be made.

【0010】請求項5記載のボーリング装置の泥状地盤
用搬送機では、請求項1,2,3または4記載の泥状地
盤用搬送機の荷台に櫓,ボーリング機械等からなるボー
リング装置を設置した構成とした。この構成では、泥状
地盤上を目的地に向け方向を調整しながらボーリング装
置をスムースに搬送させ、さらにその泥状地盤上で、し
かも精確な測定点をボーリング調査させることができ
る。
According to a fifth aspect of the present invention, there is provided a boring machine carrier for a mud ground, wherein a boring device including a turret, a boring machine, etc. is installed on a bed of the mud ground carrier according to the first, second, third or fourth aspect. It was made into the composition. With this configuration, it is possible to smoothly convey the boring device while adjusting the direction on the mud ground toward the destination, and to perform a boring survey on the mud ground at an accurate measurement point.

【0011】[0011]

【発明の実施の形態】以下、本発明の第1の実施の形態
を図面に基づいて詳細に説明する。図1は本実施の形態
に係る泥状地盤用搬送機Aを示す平面図、図2,図3は
同上を示す背面図であり、両図は搬送時の浮力体の作動
状態を示している。また、図4は図3におけるM−M線
による断面図である。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS Hereinafter, a first embodiment of the present invention will be described in detail with reference to the drawings. FIG. 1 is a plan view showing a muddy ground transporter A according to the present embodiment, and FIGS. 2 and 3 are rear views showing the same, and both figures show an operating state of a buoyant body during transport. . FIG. 4 is a sectional view taken along line MM in FIG.

【0012】図中1は荷台であり、十分強度のある軽量
形鋼で枠組みし、四隅にはそれぞれ水平な底板を有する
ブラケット2が設けられ、かつ右側ブラケット2,2同
士および左側ブラケット2,2同士をそれぞれ一列の組
とし、その列の内側寄りにそれぞれ略コ字状のガイドレ
ール(例えば溝形鋼)3,3が平行に、かつ後述する第
1浮力体4の前後幅と略同一長さに設けられている。
In the figure, reference numeral 1 is a luggage carrier, which is framed with a light-weight steel having sufficient strength, brackets 2 having horizontal bottom plates are provided at four corners, and right side brackets 2 and 2 and left side brackets 2 and 2 are provided. Each pair is a set of rows, and guide rails (for example, channel steels) 3 having a substantially U shape are parallel to each other on the inner side of the row and have substantially the same length as the front-back width of the first buoyancy body 4 described later. Is provided.

【0013】4は発泡スチロールを主体とした第1浮力
体であり、荷台1に定格荷重を積載した総重量を水上で
十分支持可能な容量を等分にして長方形状となしたもの
がそれぞれ前記左右のブラケット2,2の中心位置に配
置されている。そして、その要部は鋼材で適宜補強さ
れ、少くとも低面部はエクスパンドメタルで被覆し泥状
地盤の吸着防止を兼ねる網状体5として設けられてい
る。尚、この網状体5としては魚網等も適している。4
aは前記第1浮力体4の端部同士を連結した連結枠であ
る。
Numeral 4 is a first buoyant body mainly composed of styrofoam, which has a rectangular shape by equally dividing the total weight of the loading platform 1 loaded with the rated load into a capacity capable of sufficiently supporting it on water. The brackets 2 and 2 are arranged at the center positions. The main part is appropriately reinforced with a steel material, and at least a low surface part is covered with an expanded metal, and is provided as a mesh body 5 which also serves to prevent the adsorption of muddy ground. Incidentally, a fish net or the like is also suitable as the net-like body 5. Four
a is a connection frame connecting the ends of the first buoyant body 4 to each other.

【0014】6は油圧シリンダによる昇降手段であり、
一端側がそれぞれ前記ブラケット2の底板に固定され、
ロッド先端が前記第1浮力体4の補強部に連結されてい
る。この昇降手段6は第1浮力体4を、その下面が後述
する第2浮力体8の下面より上下位置となるまで昇降さ
せることができる。尚、この昇降手段としてはねじ軸、
ラック装置等も適している。7は荷台上に設置した油圧
発生装置である。
Reference numeral 6 is a lifting means using a hydraulic cylinder,
One end side is fixed to the bottom plate of the bracket 2, respectively.
The rod tip is connected to the reinforcing portion of the first buoyant body 4. The elevating means 6 can elevate and lower the first buoyancy body 4 until the lower surface of the first buoyancy body 4 is located above and below the lower surface of the second buoyancy body 8. The lifting means is a screw shaft,
Rack devices are also suitable. Reference numeral 7 denotes a hydraulic pressure generator installed on a carrier.

【0015】8は第1浮力体と同様に発泡スチロールを
主体とした第2浮力体であり、この場合、定格荷重を積
載した総重量を水上に支持するに十分な容量を1個で有
するように形成されており、荷台1の中央部下方であっ
て、前記第1浮力体4,4の間に配置されている。この
第2浮力体8は前記第1浮力体4の前後方向幅の略2/
3の幅に形成されると共に上部枠9を有し、この上部枠
9に対し水平回動自在に中央部分で軸支10されてい
る。そして、この軸支10を通る水平線上で第2浮力体
8の両辺側にあって逆向き状に油圧シリンダがそれぞれ
回動手段11として配置されており、この油圧シリンダ
の一端が前記上部枠9側に連結されロッド先端が第2浮
力体8側に連結されている。尚、この回動手段11とし
て油圧シリンダの外、ラック、チェン、ギヤ装置、ねじ
軸、ワイヤ掛け等も適用できる。
Numeral 8 is a second buoyancy body mainly made of expanded polystyrene like the first buoyancy body. In this case, one unit has a capacity sufficient to support the total weight of the rated load on the water. It is formed and is located below the central portion of the loading platform 1 and between the first buoyancy bodies 4 and 4. The second buoyancy body 8 has a width approximately equal to the front-back direction width of the first buoyancy body 4 /
It is formed to have a width of 3 and has an upper frame 9, which is rotatably horizontally supported by the upper frame 9 at a central portion thereof. Further, hydraulic cylinders are respectively arranged as turning means 11 in opposite directions on both sides of the second buoyancy body 8 on a horizontal line passing through the shaft support 10, and one end of the hydraulic cylinder is arranged at the upper frame 9 And the tip of the rod is connected to the second buoyancy body 8 side. It is to be noted that, as the rotating means 11, a rack, a chain, a gear device, a screw shaft, a wire hook, and the like can be applied outside the hydraulic cylinder.

【0016】そして、前記上部枠9は対向する両辺側に
ローラ12を有しており、このローラ12を前記ガイド
レール3,3に挿入することによって第2浮力体8が荷
台1内の下面側で水平方向に移動自在に装着されてい
る。
The upper frame 9 has rollers 12 on both sides facing each other. By inserting the rollers 12 into the guide rails 3 and 3, the second buoyancy body 8 is placed on the lower surface side in the loading platform 1. It is mounted so that it can move horizontally.

【0017】13は油圧シリンダによる水平移動手段で
あり、一端側が前記荷台の一端側に連結され、ロッド先
端が前記上部枠9の先端側に連結されている。
Reference numeral 13 is a horizontal moving means using a hydraulic cylinder, one end side of which is connected to one end side of the loading platform, and the tip of the rod is connected to the tip side of the upper frame 9.

【0018】次に、作用と使用状態を説明する。前記構
成では、資材等を積載した荷台1に対し第1浮力体4,
4はそれぞれ昇降手段6,6・・によって作用し、つま
り第2浮力体8との高低差によって第1浮力体4,4が
泥状地盤Gに対し接地した状態では荷台1を昇降させ、
泥状地盤Gに対し接地していない(つまり第2浮力体8
が接地している)状態では自ら昇降しているように作用
する。
Next, the operation and usage state will be described. In the above configuration, the first buoyant body 4,
4 are operated by lifting means 6, 6,..., That is, the loading platform 1 is raised and lowered when the first buoyant bodies 4, 4 are in contact with the muddy ground G due to the height difference from the second buoyant body 8,
It is not in contact with the muddy ground G (that is, the second buoyant body 8
In the state of being grounded), it acts as if it is going up and down by itself.

【0019】また、第2浮力体8は水平移動手段によっ
て水平方向に向け作用し、つまり第1浮力体4との高低
差によって第2浮力体8が泥状地盤Gに対し接地した状
態では荷台1を進退させ、泥状地盤Gに対し接地してい
ない(つまり第1浮力体4が接地している)状態では自
ら進退しているように作用する。
Further, the second buoyant body 8 acts horizontally by the horizontal moving means, that is, when the second buoyant body 8 is grounded to the mud ground G due to the difference in height from the first buoyant body 4, 1 moves back and forth, and when it is not in contact with the mud ground G (that is, the first buoyancy body 4 is in contact with ground), it acts as if it were moving forward and backward by itself.

【0020】そして、スタート地点で第1浮力体4,4
と第2浮力体8が両方共泥状地盤Gに対し接地した状態
にあり、さらに第2浮力体8が荷台1の後方に配置され
ているとする。この状態で、まず、第1浮力体4,4を
同時に昇降手段6,6・・で下降させることにより荷台
1を上昇させ、第2浮力体8を泥状地盤Gから地切りさ
せ荷台1を第1浮力体4,4のみで泥状地盤G上に支持
させる。この第2浮力体8の地切り時、この第2浮力体
8の下面は、網状体5が泥状地盤Gの吸着作用を弱体化
させるから、各部に過大な力を加えることなくスムース
に上昇させることができる。
Then, at the starting point, the first buoyancy bodies 4, 4
And the second buoyancy body 8 are both in contact with the muddy ground G, and the second buoyancy body 8 is arranged behind the carrier 1. In this state, the loading platform 1 is first raised by simultaneously lowering the first buoyancy members 4, 4 by the lifting / lowering means 6, 6,..., And the second buoyancy members 8 are separated from the muddy ground G to remove the loading platform 1. Only the first buoyant members 4 and 4 are supported on the muddy ground G. When the second buoyancy body 8 is ground cut, the lower surface of the second buoyancy body 8 smoothly rises without applying an excessive force to each part because the mesh body 5 weakens the adsorption effect of the mud ground G. Can be made.

【0021】第2浮力体8の地切り後、水平移動手段1
3によってこの第2浮力体8を荷台1の前方へ移動さ
せ、その場で第1浮力体4,4を上昇、つまり荷台1を
下降させる。これによって第2浮力体8が接地し第1浮
力体が地切りするが、このとき、泥状地盤用搬送機Aが
目的地へ向いていない、つまり第2浮力体8を装着した
ガイドレール3,3が目的地へ向いていない場合は、回
動手段11で荷台1、つまりガイドレール3,3が目的
地方向へ向くように回転させる。この状態で水平移動手
段13により荷台1を前進させる。前進終了後、今度は
第1浮力体4,4を下降して接地させ第2浮力体8を地
切りさせる。そして、この第2浮力体8の向きをガイド
レール3,3方向に戻すと共に荷台後方へ戻した後、前
記工程を繰返すことにより目的地へ向け正しく歩行さ
せ、資材等を搬送させることができる。
After the ground cutting of the second buoyant body 8, the horizontal moving means 1
The second buoyancy member 8 is moved to the front of the bed 1 by 3 and the first buoyancy members 4 and 4 are raised, that is, the bed 1 is lowered at that position. As a result, the second buoyant body 8 comes into contact with the ground, and the first buoyant body is grounded. At this time, the muddy ground conveyor A is not directed to the destination, that is, the guide rail 3 on which the second buoyant body 8 is mounted. , 3 are not directed to the destination, the platform 1, that is, the guide rails 3, 3 are rotated by the rotating means 11 so as to be directed to the destination. In this state, the platform 1 is moved forward by the horizontal moving means 13. After the completion of the forward movement, the first buoyancy bodies 4 and 4 are lowered to the ground and the second buoyancy bodies 8 are grounded. Then, after returning the direction of the second buoyancy body 8 to the guide rails 3 and 3 and returning to the rear of the loading platform, the above steps are repeated so that the second buoyancy body 8 can be correctly walked toward the destination and the materials and the like can be conveyed.

【0022】以上説明してきたように本第1実施の形態
に係る泥状地盤用搬送機Aでは、第1浮力体4,4と第
2浮力体8の順次接地および第2浮力体8の進退動作に
より、泥状地盤上を安定して歩行させ、資材等の荷を目
的地へ確実に搬送させることができる。第2浮力体8を
回動させることにより、向きの違う複数の目的地へも連
続して資材等を正しく搬送させることができる。第1浮
力体4,4と第2浮力体8は泥状地盤G上で安定的に接
地させるために幅広い底面とし泥状地盤に吸着し易い形
状となっているが、網状体5が吸着作用を弱らせスムー
スに地切りを行わせることができる。また、このため、
各部に過大な力を作用させることがない。
As described above, in the mud soil carrier A according to the first embodiment, the first buoyancy bodies 4, 4 and the second buoyancy body 8 are sequentially grounded and the second buoyancy body 8 is moved forward and backward. By the operation, it is possible to stably walk on the mud-like ground and reliably transport the load such as materials to the destination. By rotating the second buoyancy body 8, it is possible to convey the material and the like correctly continuously to a plurality of destinations in different directions. The first buoyant bodies 4, 4 and the second buoyant body 8 have a wide bottom surface so as to be stably grounded on the muddy ground G, and have a shape that is easily adsorbed to the muddy ground. To make the ground cut smoothly. Also for this,
Do not apply excessive force to each part.

【0023】次に、図5に基づいて第2の実施の形態を
説明する。本実施の形態に係る泥状地盤用搬送機Bは、
水中推進器として、後方の連結枠4aに油圧駆動のプロ
ペラ装置14を有していることに特徴がある。前記プロ
ペラ装置14は引上げ式とし、必要時に水中に没するま
で下げて使用する。操舵はこのプロペラ装置14の向き
を変えて行うが、連結枠4aの両端に分けてこのプロペ
ラ装置をそれぞれ取付けておき、両方駆動して搬送時に
片方のみを停止することにより操舵するようにしてもよ
い。また、油圧駆動に代えて一般の船外機を取付けても
よい。尚、その他の構成は前記第1実施の形態と同一で
あるから、同一構成部分には同一の符号を付してその説
明は省略する。
Next, a second embodiment will be described with reference to FIG. The carrier B for muddy ground according to the present embodiment is
The underwater propulsion device is characterized by having a hydraulically driven propeller device 14 on a rear connecting frame 4a. The propeller device 14 is of a pull-up type and is used by lowering it until it is submerged in water when necessary. The steering is performed by changing the direction of the propeller device 14, but the propeller devices are separately attached to both ends of the connecting frame 4a, and both are driven to steer by stopping only one of the propeller devices during conveyance. Good. Further, a general outboard motor may be attached instead of the hydraulic drive. Since other configurations are the same as those of the first embodiment, the same components are denoted by the same reference numerals and description thereof will be omitted.

【0024】本実施の形態によれば、泥状地盤上を搬送
中に潮が満ちて第1,第2浮力体4,8の接地が不可能
となっても、該浮力体で浮上し、水上を安定して搬送さ
せることができる利点がある。
According to the present embodiment, even when the tide is filled during the transportation on the mud-like ground and the grounding of the first and second buoyancy bodies 4 and 8 becomes impossible, the buoyancy bodies levitate. There is an advantage that it can be stably transported on water.

【0025】次に、図6に基づいて第3の実施の形態を
説明する。本実施の形態に係るボーリング装置の泥状地
盤用搬送機Cは、ボーリング装置15をそのまま使用可
能な状態にして設置した荷台1を有することに特徴があ
る。前記ボーリング装置15は櫓16を荷台1の先端側
に立設し、その下方にボーリング機械17を設置してい
る。また、荷台1の上面は滑り止めを施した軽量な床材
を敷設し、ボーリングに必要な資材一式(図示せず)を
積載している。尚、その他の構成は前記第1,第2実施
の形態と同一であるから、同一構成部分には同一の符号
を付してその説明は省略する。
Next, a third embodiment will be described with reference to FIG. The mud soil carrier C of the boring device according to the present embodiment is characterized by having the loading platform 1 in which the boring device 15 is placed in a usable state. The boring device 15 has a turret 16 standing upright on the tip end side of the loading platform 1 and a boring machine 17 installed below it. Further, on the upper surface of the loading platform 1, a lightweight floor material provided with anti-slip is laid, and a set of materials (not shown) necessary for boring are loaded. Since the other configurations are the same as those of the first and second embodiments, the same reference numerals are given to the same components and the description thereof will be omitted.

【0026】本実施の形態によれば、回動手段11によ
る搬送方向の調整によってボーリング装置15をボーリ
ング調査点に正確に位置決めさせることができる。ボー
リング調査点まで歩行させるだけで、かつ、不安定な泥
状地盤上でも安全にボーリング調査を行うことができ
る。調査位置の地盤に高低差があっても第1浮力体4,
4の高低差調整により、ボーリングロッドや諸設備の鉛
直度を簡単に出すことができる。ボーリング調査点が複
数個所ある場合、櫓等を分解せずそのままの状態で一式
移動できるから、分解組立ての人手と時間が不要とな
り、大変効率的である。
According to the present embodiment, the boring device 15 can be accurately positioned at the boring survey point by adjusting the conveying direction by the rotating means 11. The boring survey can be performed safely even on unstable mud ground simply by walking to the boring survey point. Even if there is a height difference in the ground at the survey location, the first buoyant body 4,
By adjusting the height difference of 4, the verticality of the boring rod and various equipment can be easily obtained. When there are a plurality of boring survey points, the entire set can be moved without disassembling the turret or the like, so that labor and time for disassembling and assembling are not required, which is very efficient.

【0027】以上、本発明の実施の形態を説明してきた
が、本発明の具体的な構成は本実施の形態に限定される
ものではなく、発明の要旨を逸脱しない範囲の設計変更
等があっても本発明に含まれる。
Although the embodiment of the present invention has been described above, the specific configuration of the present invention is not limited to this embodiment, and there are design changes and the like within the scope not departing from the gist of the invention. However, it is included in the present invention.

【0028】例えば第1浮力体4,4と第2浮力体8を
使っての搬送は、シーケンス制御等によって自動で行う
こともできる。
For example, the conveyance using the first buoyancy bodies 4, 4 and the second buoyancy body 8 can be automatically performed by sequence control or the like.

【0029】浮力体4,8の材質や形状は任意であり、
軽金属で舟型のフロート等とすることもできる。
The material and shape of the buoyancy bodies 4 and 8 are arbitrary,
A boat-shaped float or the like made of light metal can also be used.

【0030】第2浮力体8は上部枠9に対し回動すると
したが、この部分は固定状態としてガイドレール一式を
荷台に対して回動させるようにしてもよい。
The second buoyant body 8 is supposed to rotate with respect to the upper frame 9, but this part may be fixed and the complete set of guide rails may be rotated with respect to the bed.

【0031】[0031]

【発明の効果】以上説明してきたように本発明請求項1
記載の泥状地盤用搬送機にあっては、前記構成としたた
め、第1浮力体と第2浮力体との順次接地および第2浮
力体の進退動作の繰返しにより、泥状地盤上でも安定し
て荷を搬送させることができるという効果が得られる。
As described above, the first aspect of the present invention is as follows.
Since the mud ground carrier described above has the above-described structure, it is stable on the mud ground due to the repeated grounding of the first buoyancy body and the second buoyancy body and the reciprocating movement of the second buoyancy body. It is possible to obtain the effect that the load can be transported.

【0032】請求項2記載の泥状地盤用搬送機にあって
は、前記構成としたため、第2浮力体を適宜角度回動さ
せることにより搬送方向を調整し、資材等の荷を目的地
へ正確に搬送させることができるという効果が得られ
る。
In the mud soil carrier according to the second aspect of the present invention, since it has the above-described structure, the second buoyant body is rotated by an appropriate angle to adjust the transportation direction, and the load such as material is delivered to the destination. The effect that it can be accurately conveyed is obtained.

【0033】請求項3記載の泥状地盤用搬送機にあって
は、前記構成としたため、人工島の泥状地盤上を搬送
中、潮が満ちて第1,第2浮力体が接地できなくても、
水上に浮上し水中推進器によって目的地まで安定して正
確に荷を搬送させることができるという効果が得られ
る。
In the mud soil carrier according to the third aspect of the present invention, because of the above construction, during transportation on the mud soil of the artificial island, the tide is full and the first and second buoyant bodies cannot be grounded. Even
It is possible to obtain the effect of being able to float on the water and stably and accurately convey the load to the destination by the underwater propulsion device.

【0034】請求項4記載の泥状地盤用搬送機にあって
は、前記構成としたため、泥状地盤上で安定的に接地さ
せるように幅広い底面を採用することにより泥状地盤に
吸着し易い形状となっても、網状体が吸着作用を弱らせ
スムースに地切りを行わせることができる。また、この
ため、動力も大きくしなくて済むし各部に過大な力を作
用させることがない等の効果が得られる。
In the mud soil carrier according to the fourth aspect of the present invention, since it has the above-mentioned structure, it is easy to adsorb to the mud soil by adopting a wide bottom surface so that it can be stably grounded on the mud soil. Even if it takes a shape, the net-like material weakens the adsorption action and enables smooth ground cutting. In addition, for this reason, it is possible to obtain effects such that the power does not need to be increased and an excessive force does not act on each part.

【0035】請求項5記載のボーリング装置の泥状地盤
用搬送機にあっては、前記構成としたため、回動手段に
よる搬送方向の調整によってボーリング装置をボーリン
グ調査点に正確に搬送させ位置決めさせることができ
る。ボーリング調査点に搬送するだけで、かつ、不安定
な泥状地盤上でも安全にボーリング調査を行わせること
ができる。ボーリング調査点が複数個所ある場合、櫓等
を分解せずそのままの状態で一式移動させることができ
るから、泥状地盤上での分解組立ての人手と時間が不要
となり、大変効率的である等の効果が得られる。
In the mud-ground carrier of the boring device according to the fifth aspect of the present invention, since it has the above-mentioned structure, the boring device is accurately conveyed and positioned at the boring survey point by adjusting the conveying direction by the rotating means. You can It is possible to safely carry out a boring survey even on an unstable muddy ground simply by transporting to a boring survey point. If there are multiple drilling survey points, the tower can be moved as it is without disassembling it, so the labor and time required for disassembly and assembly on muddy ground are not required, and it is very efficient. The effect is obtained.

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

【図1】本発明第1実施の形態に係る泥状地盤用搬送機
を示す平面図である。
FIG. 1 is a plan view showing a muddy ground transporter according to a first embodiment of the present invention.

【図2】同上の泥状地盤用搬送機であって第1浮力体が
上昇した状態を示す背面図である。
FIG. 2 is a rear view of the muddy ground transporter of the above, showing a state in which a first buoyant body is raised.

【図3】同上の泥状地盤用搬送機であって第1浮力体が
下降した状態を示す背面図である。
FIG. 3 is a rear view of the muddy ground transporter of the above, showing a state where a first buoyant body is lowered.

【図4】同上の図3におけるM−M線による断面図であ
る。
FIG. 4 is a sectional view taken along line MM in FIG. 3 of the above.

【図5】第2実施の形態に係る泥状地盤用搬送機を示す
説明図である。
FIG. 5 is an explanatory diagram showing a muddy ground transporter according to a second embodiment.

【図6】第3実施の形態に係る泥状地盤用搬送機を示す
説明図である。
FIG. 6 is an explanatory diagram showing a carrier for muddy ground according to a third embodiment.

【符号の説明】[Explanation of symbols]

A,B 泥状地盤用搬送機 C ボーリング装置の泥状地盤用搬送機 G 泥状地盤 1 荷台 3 ガイドレール 4 第1浮力体 5 網状体(エクスパンドメタル) 6 昇降手段(油圧シリンダ) 7 油圧発生装置 8 第2浮力体 10 軸支 11 回動手段(油圧シリンダ) 12 ローラ 13 水平移動手段(油圧シリンダ) 14 プロペラ装置(水中推進器) 15 ボーリング装置 16 ボーリング装置の櫓 17 ボーリング機械 A, B Conveyor for mud ground C Conveyor for mud ground of boring device G Mud ground 1 Loading platform 3 Guide rail 4 First buoyant body 5 Netted body (expanded metal) 6 Lifting means (hydraulic cylinder) 7 Hydraulic pressure generation Device 8 Second buoyant body 10 Shaft support 11 Rotating means (hydraulic cylinder) 12 Roller 13 Horizontal moving means (hydraulic cylinder) 14 Propeller device (underwater propulsion device) 15 Boring device 16 Turret of boring device 17 Boring machine

Claims (5)

【特許請求の範囲】[Claims] 【請求項1】 水平に配置された荷台と;荷重を積載し
た前記荷台を泥状地盤上に保持する第1浮力体と;前記
荷台に対し第1浮力体を昇降させる昇降手段と;前記荷
台と共に昇降し該荷台が第1浮力体に対し下降位置にあ
るとき前記第1浮力体に代え泥状地盤に接地して荷台を
保持する第2浮力体と;前記荷台に対し第2浮力体を水
平方向に往復移動させる水平移動手段と;を備えたこと
を特徴とする泥状地盤用搬送機。
1. A horizontally arranged loading platform; a first buoyant body for holding the loading platform loaded with the load on a mud-like ground; an elevating means for moving the first buoyancy body up and down with respect to the loading platform; the loading platform A second buoyant body that moves up and down together with the first buoyancy body and is in a descending position with respect to the first buoyancy body, and that holds the luggage carrier by grounding on the mud ground in place of the first buoyancy body; And a horizontal movement means for reciprocating in the horizontal direction;
【請求項2】 請求項1記載の泥状地盤用搬送機におい
て、前記第2浮力体に対し前記荷台を適宜角度水平回動
させる回動手段を備えたことを特徴とする泥状地盤用搬
送機。
2. The carrier for mud ground according to claim 1, further comprising a rotating means for horizontally rotating the loading platform with respect to the second buoyancy body at an appropriate angle. Machine.
【請求項3】 請求項1または2記載の泥状地盤用搬送
機において、前記第1および第2浮力体が荷重を積載し
た荷台を水上に保持する浮力を有し、かつ前記荷台下方
に水中推進器を備えたことを特徴とする泥状地盤用搬送
機。
3. The mud soil carrier according to claim 1 or 2, wherein the first and second buoyant bodies have buoyancy for holding a load carrying a load on the water, and the underwater is provided below the load. A carrier for mud ground characterized by having a propulsion device.
【請求項4】 請求項1,2または3記載の泥状地盤用
搬送機において、前記第1,第2浮力体の下面に網状体
を被覆させたことを特徴とする泥状地盤用搬送機。
4. The carrier for mud ground according to claim 1, 2, or 3, wherein the lower surfaces of the first and second buoyant bodies are covered with a mesh body. .
【請求項5】 請求項1,2,3または4記載の泥状地
盤用搬送機の荷台に櫓,ボーリング機械等からなるボー
リング装置を設置したことを特徴とするボーリング装置
の泥状地盤用搬送機。
5. A muddy ground conveying machine for a boring machine, comprising a boring device comprising a turret, a boring machine or the like installed on a bed of the muddy ground conveying machine according to claim 1, 2, 3 or 4. Machine.
JP6178496A 1996-02-22 1996-02-22 Conveying device for muddy ground and conveying device for muddy ground in boring device Pending JPH09228772A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP6178496A JPH09228772A (en) 1996-02-22 1996-02-22 Conveying device for muddy ground and conveying device for muddy ground in boring device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP6178496A JPH09228772A (en) 1996-02-22 1996-02-22 Conveying device for muddy ground and conveying device for muddy ground in boring device

Publications (1)

Publication Number Publication Date
JPH09228772A true JPH09228772A (en) 1997-09-02

Family

ID=13181070

Family Applications (1)

Application Number Title Priority Date Filing Date
JP6178496A Pending JPH09228772A (en) 1996-02-22 1996-02-22 Conveying device for muddy ground and conveying device for muddy ground in boring device

Country Status (1)

Country Link
JP (1) JPH09228772A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103963932A (en) * 2014-04-18 2014-08-06 徐州工程学院 Self-mobile platform for shoal super-soft stratum development operation and overwater development operation
CN105882338A (en) * 2016-02-24 2016-08-24 邢鑫鑫 Amphibious sewage treatment boat
JP2025120112A (en) * 2024-02-02 2025-08-15 中国三峡新能源(集団)股▲ふん▼有限公司 Deep geothermal drilling equipment suitable for complex geological environments

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103963932A (en) * 2014-04-18 2014-08-06 徐州工程学院 Self-mobile platform for shoal super-soft stratum development operation and overwater development operation
CN105882338A (en) * 2016-02-24 2016-08-24 邢鑫鑫 Amphibious sewage treatment boat
JP2025120112A (en) * 2024-02-02 2025-08-15 中国三峡新能源(集団)股▲ふん▼有限公司 Deep geothermal drilling equipment suitable for complex geological environments

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