Deprecated: The each() function is deprecated. This message will be suppressed on further calls in /home/zhenxiangba/zhenxiangba.com/public_html/phproxy-improved-master/index.php on line 456
JPS6142055B2 - - Google Patents
[go: Go Back, main page]

JPS6142055B2 - - Google Patents

Info

Publication number
JPS6142055B2
JPS6142055B2 JP14051783A JP14051783A JPS6142055B2 JP S6142055 B2 JPS6142055 B2 JP S6142055B2 JP 14051783 A JP14051783 A JP 14051783A JP 14051783 A JP14051783 A JP 14051783A JP S6142055 B2 JPS6142055 B2 JP S6142055B2
Authority
JP
Japan
Prior art keywords
leveling
stone
plate
leveling stone
supply chute
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired
Application number
JP14051783A
Other languages
Japanese (ja)
Other versions
JPS6033914A (en
Inventor
Masanori Akagi
Takeo Nakajima
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.)
WAKACHIKU CONSTR
Original Assignee
WAKACHIKU CONSTR
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 WAKACHIKU CONSTR filed Critical WAKACHIKU CONSTR
Priority to JP14051783A priority Critical patent/JPS6033914A/en
Publication of JPS6033914A publication Critical patent/JPS6033914A/en
Publication of JPS6142055B2 publication Critical patent/JPS6142055B2/ja
Granted 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)
  • Foundations (AREA)
  • Revetment (AREA)

Description

【発明の詳細な説明】 本発明は、岸壁、護岸、その他水中構造物の基
礎として水底の地盤上に形成する捨石基礎の本均
しを行う均し石の均し方法及び装置に関するもの
である。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a leveling stone leveling method and apparatus for leveling a rubble foundation formed on the ground at the bottom of the water as a foundation for a quay wall, seawall, or other underwater structure. .

従来の捨石基礎の形成方法は、先ず水底の基礎
捨石を形成しようとする領域に基準レベル近くま
で「捨石基礎」と呼ばれる200〜300Kg/個の石を
底開式石運船などで運搬し投入する。この場合の
凸凹状態は通常基準レベル±1.0〜1.5mの範囲に
ある。次いで「荒均し」と呼ばれる大まかな均し
作業が潜水士により潜水士船に備わつたウインチ
を利用するなどして行われる。これは基準レベル
以上の所に有る基礎捨石を基準レベル以下の所に
移動する作業である。そして最後に「本均し」と
呼ばれる精度の高い均し作業が各種方法で行われ
る。その一つは、潜水士によつて行われる方法で
あり、「均し石」と呼ばれる約30Kg/個の石を基
礎捨石間の凹部へ水面上より「ガツト船」と呼ば
れる補給船で補給しながら、潜水士が水中に仮設
された定規を目標に精度良く仕上げていく方法で
あり一般的に行われている。しかしながらこの方
法は、大水深や流れがあるなど条件の悪い場合に
は潜水士の稼動が制約されるので能率が悪く、更
に潜水士の絶対員数不足の問題で大規模な工事に
は適さない。他の一つは、機械を用いて行う方法
であり、先ず基礎捨石上に均し石を投入しておき
起重機船を利用して行われる重錘の落下により転
圧する方法や、水中に固定枠を設けて定規とし枠
上を移動するブレードによつて基準レベル以上の
所に存在する均し石を排出する方法が行われてい
る。しかしながら転圧する方法では重錘の大きさ
に限度があるので1個所当たりの転圧面積を大き
くとれず広範囲な面を均すには能率が悪いと共に
基準レベルを目標として転圧して均すので各所で
転圧の程度に差が生じ捨石基礎として好ましくな
く、またブレードによつて排石する方法では排石
に多大のエネルギーを必要とすると共に水中固定
枠の製作費が高く経済性において劣つており更に
静置している石までもアーチ作用により掘り起こ
してしまい必ずしも均し精度が良くないなどの欠
点をそれぞれ有しており、しかもこれら機械を用
いて行う2つの方法とも、基準レベル以下の凹部
に均し石を補給する併用作業を必要とするので作
業能率が悪い欠点を有していたのである。
The conventional method of forming a rubble foundation is to first transport and deposit 200 to 300 kg of stones called ``rubble foundation'' into the area at the bottom of the water where the foundation rubble is to be formed, to a level close to the standard level using an open-bottom stone carrier. do. In this case, the uneven state is usually in the range of ±1.0 to 1.5 m from the reference level. Next, a rough leveling operation called ``rough leveling'' is performed by the diver using a winch installed on the diver's ship. This is the work of moving foundation rubble that is above the standard level to a place below the standard level. Finally, a highly accurate leveling process called ``hon-yoshi'' is performed using various methods. One method is carried out by divers, in which approximately 30 kg of stones called ``level stones'' are supplied from above the water surface to the depressions between the foundation rubble using a supply ship called a ``Gatsuto ship.'' However, it is a commonly used method in which divers use a ruler temporarily set up underwater to complete the process with high precision. However, this method is inefficient because it restricts the work of divers when conditions are poor, such as deep water or current, and it is not suitable for large-scale construction due to the problem of an absolute shortage of divers. The other method is to use a machine, such as a method in which leveling stones are first placed on top of the foundation rubble and compaction is performed by dropping a weight using a hoist, or a method in which a fixed frame is placed underwater. A method is used in which leveling stones that are above a standard level are discharged using a blade that moves on a frame using a ruler. However, in the rolling method, there is a limit to the size of the weight, so the rolling area per spot cannot be large, and it is inefficient for leveling a wide range of surfaces. There is a difference in the degree of compaction, making it undesirable as a rubble foundation.Also, the method of removing stone using blades requires a large amount of energy to remove the stone, and the manufacturing cost of the underwater fixed frame is high, making it less economical. Furthermore, they each have drawbacks such as the leveling accuracy is not necessarily good because even stones that are left standing are dug up by the arching action.Furthermore, both of these methods using machines do not work well in recesses that are below the standard level. This method had the disadvantage of poor work efficiency as it required the addition of leveling stones.

本発明者らは以上の如き従来の欠点を詳細に検
討し、これらの欠点を解消すべく鋭意研究を行つ
た結果本発明に係る均し石の均し方法及び装置を
完成したのである。
The inventors of the present invention have studied the above-mentioned conventional drawbacks in detail and conducted intensive research to eliminate these drawbacks, and as a result, have completed the leveling stone leveling method and device according to the present invention.

すなわち本発明は、予め基準レベル以下で且つ
基準レベル近くまで基礎捨石を投入した構造物等
を建造する範囲の水底の一部に均し石の均しのス
タート地点となる基準マウンドを形成し、前方よ
りホツパーを上方に有する均し石供給シユート、
均し板、起振体を有する底板の順に連設されてお
り底板の下面には均し方向に平行に垂直な帯板が
固設されている均し石の均し装置を水面より吊り
降ろして前記基準マウンド上に正規の姿勢を保つ
て着底せしめ、ホツパーから均し石供給シユート
を経て均し石を水底の未均し部分へ放出せしめつ
つ起振体により底板を振動せしめられている均し
石の均し装置を前方へ移動せしめることにより、
均し石の上面を均し板により均一にし、振動せし
められている底板に転圧せしめ、連続的に均し石
均しを行うことを特徴とする均し石の均し方法、
及びホツパーを上方に有し均し石を下方より自然
落下により放出せしめる均し石供給シユートの前
面下側に油圧シリンダーにより開閉される均し石
供給扉が設けられており、また均し石供給シユー
トの下端後側には後側の下がつていいる均し板が
設けられており、更にこの均し板の後端には上面
に起振体をまた進行方向に平行に下面に垂直な帯
板を固設されている底板が連設されていることを
特徴とする均し石の均し装置、及び該均し石の均
し装置の底板の進行方向に対して両側に少なくと
も一つずつ傾斜修正ジヤツキが設けられているこ
とを特徴とする均し石の均し装置を提供するもの
である。
That is, the present invention forms a reference mound, which serves as a starting point for leveling stones, in a part of the water bottom in an area where a structure or the like is to be constructed, in which foundation rubble has been previously introduced at a level below the standard level and close to the standard level, A leveling stone supply chute with a hopper above the front;
A leveling stone leveling device is suspended from the water surface, which has a leveling plate and a bottom plate with a vibrating body connected in that order, and a perpendicular strip plate parallel to the leveling direction is fixed to the bottom surface of the bottom plate. The vessel is placed on the reference mound while maintaining a normal posture, and the leveling stone is discharged from the hopper to the unleveled part of the bottom of the water via the leveling stone supply chute, and the bottom plate is vibrated by the vibrator. By moving the leveling device of the leveling stone forward,
A method for leveling a leveling stone, characterized in that the top surface of the leveling stone is made uniform by a leveling plate, and the leveling stone is continuously leveled by rolling the leveling stone against a vibrating bottom plate,
A leveling stone supply door that is opened and closed by a hydraulic cylinder is provided on the lower front side of the leveling stone supply chute, which has a hopper above and allows leveling stones to be discharged from below by gravity. At the rear of the lower end of the chute, there is provided a leveling plate with a lower rear end.Furthermore, at the rear end of this leveling plate, a vibrating body is placed on the upper surface, parallel to the direction of travel and perpendicular to the lower surface. A leveling stone leveling device characterized by having a continuous bottom plate to which a strip is fixed, and at least one leveling stone leveling device on both sides with respect to the traveling direction of the bottom plate of the leveling stone leveling device. To provide a leveling device for a leveling stone, characterized in that each slope correction jack is provided.

以下、図面に示す実施例に基づいて本発明に係
る均し石の均し方法及び装置について詳細に説明
する。
EMBODIMENT OF THE INVENTION Hereinafter, the leveling stone leveling method and device according to the present invention will be described in detail based on the embodiments shown in the drawings.

第1図は本発明に係る均し石の均し装置の一実
施例の斜視説明図、第2図は本発明に係る均し石
の均し装置の他の実施例を使用して均し石の均し
方法を実施している状態の説明図、第3図及び第
4図はそれぞれ第2図におけるX−X線、Y−Y
線拡大断面図であり、第5図は第4図Z部の拡大
説明図である。
FIG. 1 is a perspective explanatory view of one embodiment of the leveling stone leveling device according to the present invention, and FIG. 2 is a perspective view of a leveling stone leveling device according to the present invention using another embodiment Figures 3 and 4 are explanatory diagrams showing the state in which the stone leveling method is being carried out, respectively, along lines X-X and Y-Y in Figure 2.
5 is an enlarged line sectional view, and FIG. 5 is an enlarged explanatory view of the Z section in FIG. 4.

図面中、1はガツト船より補助シユート(図示
なし)により供給される均し石fを受け且つその
均し石fを内蔵可能なホツパーであり、図示した
実施例においてはホツパー1は浮体2を有してい
る。3はホツパー1を上方に有しておりホツパー
1と共に均し石fを内蔵可能であり且つ下方より
水底の未均し部分dに自然落下により均し石fを
放出せしめる均し石供給シユートであり、この均
し石供給シユート3の前面下側には遠隔操作され
る油圧シリンダー5により任意の開き具合に開閉
され均し石fの放出量を自在に調整できる均し石
供給扉4が設けられている。更に第1図に示す如
くこの均し石供給シユート3がホツパー1の下で
左右対称に複数(第1図では2つ)に分割されて
おり、均し石供給扉4が分割されたそれぞれの均
し石供給シユート3の前面下側に設けられており
且つ別々に任意の開き具合に開閉できるようにな
つていれば、水底の状態に応じて均し石の均し装
置の進行方向の右側と左側との均し石fの放出量
を変えることも可能であり望ましい。6は均し石
供給シユート3の下端後側に設けられており後側
の下がつている平板又は下向きに凸の曲板より成
る均し板であり、均し石供給シユート3より水底
の未均し部分dに放出される均し石fの上面を均
一に均すと共に、その時の反力により本発明に係
る均し石の均し装置の前部を持ち上げて均し石均
し装置を前方に移動し易くしており、この時ホツ
パー1に浮体2が設けられていればホツパー1及
び均し石供給シユート3を持ち上げる力として作
用するので更に本発明に係る均し石の均し装置を
前方へ移動し易くできる。7はこの均し板6の後
端に連設されており上面に固設されている起振体
8が振動することにより振動せしめられて均し石
fを転圧する底板、9は均し石の均し装置の進行
方向に平行に底板7の下面に垂直に固設されてお
り均し石fの中に食い込み均し石の均し装置が蛇
行したり横方向へ移動することを防止する帯板で
あり、この帯板9は図面に示す実施例においては
中央部に1枚設けられたものを示しているが平行
に間隔をあけて2枚ないし3枚設けられている構
造も取り得る。10は均し石の均し装置の進行方
向に対して底板7の両側に少なくとも1つずつ設
けられていることが望ましい傾斜修正ジヤツキで
あり、この傾斜修正ジヤツキ10が設けられてい
れば第4図に示す如く均し石fの上面が傾斜して
いる場合でもジヤツキアツプすることにより均し
石の均し装置を水平に保つことができ、更にこの
傾斜修正ジヤツキ10が第1図に示す如く底板7
の四隅に設けられていれば左右だけでなく前後方
向の傾斜に対しても均し石の均し装置を望みの角
度(主に水平)に保つことが可能である。尚、こ
の傾斜修正ジヤツキ10の均し石fへの当接部1
1はジヤツキアツプした状態のままで移動可能な
ように、第5図に示す如くソリ状をなしているこ
とが好ましい。
In the drawings, reference numeral 1 designates a hopper that receives and can house a leveling stone f supplied from a gas vessel through an auxiliary chute (not shown). In the illustrated embodiment, the hopper 1 carries a floating body 2. have. 3 is a leveling stone supply chute which has a hopper 1 at the top, can contain a leveling stone f together with the hopper 1, and allows the leveling stone f to be released by gravity from below onto the unleveled part d of the water bottom. A leveling stone supply door 4 is provided on the lower front side of this leveling stone supply chute 3, which can be opened and closed to any desired degree by a remotely controlled hydraulic cylinder 5 to freely adjust the amount of leveling stone f released. It is being Furthermore, as shown in FIG. 1, this leveling stone supply chute 3 is divided into a plurality of (two in FIG. 1) symmetrically below the hopper 1, and a leveling stone supply door 4 is attached to each of the divided sections. If it is installed on the lower front side of the leveling stone supply chute 3 and can be opened and closed separately to any desired degree, the leveling stone can be placed on the right side in the direction of movement of the leveling device depending on the condition of the bottom of the water. It is also possible and desirable to change the discharge amount of the leveling stone f between the left side and the left side. Reference numeral 6 denotes a leveling plate that is installed at the rear of the lower end of the leveling stone supply chute 3 and is made of a flat plate with a downward slope on the rear side or a downwardly convex curved plate. The upper surface of the leveling stone f discharged to the leveling part d is leveled uniformly, and the front part of the leveling stone leveling device according to the present invention is lifted by the reaction force at that time, and the leveling stone leveling device is activated. This makes it easy to move forward, and at this time, if the floating body 2 is provided on the hopper 1, it acts as a force to lift the hopper 1 and the leveling stone supply chute 3. can be easily moved forward. 7 is a bottom plate that is connected to the rear end of the leveling plate 6 and is vibrated by the vibration of a vibrating body 8 that is fixed on the top surface and compacts the leveling stone f; 9 is a leveling stone; It is fixed perpendicularly to the lower surface of the bottom plate 7 parallel to the direction of movement of the leveling device, and bites into the leveling stone f to prevent the leveling device from meandering or moving laterally. In the embodiment shown in the drawings, one strip plate 9 is provided in the center, but a structure in which two or three strip plates 9 are provided parallel to each other at intervals may also be adopted. . Reference numeral 10 indicates an inclination correction jack which is preferably provided at least one on each side of the bottom plate 7 with respect to the traveling direction of the leveling stone leveling device, and if this inclination correction jack 10 is provided, the fourth Even if the upper surface of the leveling stone f is inclined as shown in the figure, the leveling stone f leveling device can be kept horizontal by jacking up the leveling stone. 7
If the leveling stone is installed at the four corners of the stone, it is possible to maintain the leveling device at the desired angle (mainly horizontal) not only in the left and right directions but also in the front and back directions. In addition, the contact portion 1 of this inclination correction jack 10 to the leveling stone f
1 preferably has a sled shape as shown in FIG. 5 so that it can be moved while being jacked up.

次に、以上説明した構造の本発明に係る均し石
の均し装置を使用して均し石fを均す本発明に係
る均し石の均し方法について説明する。
Next, a leveling stone leveling method according to the present invention will be described in which leveling stone f is leveled using the leveling stone leveling device according to the present invention having the structure explained above.

先ず、予め基準レベルb(目標とする均し石の
均しレベル)以下で且つ基準レベル近くまで基礎
捨石eを投入した構造物等を建造する範囲の一部
に均し石を投入して本均し行つて均し石均しのス
タート地点となる基準マウンドCを形成する。こ
の基準マウンドCは以後に供給される均し石fを
均す作業の目標となるのであるから基準レベルb
に一致していることが望ましい。次いで前述の均
し石の均し装置を水面aより吊り降ろして基準マ
ウンドC上に第1図に示す如き正規の姿勢を保つ
て着底せしめ、ガツト船から補助シユート(図示
ないし)を使用してホツパー1へ均し石fを供給
せしめ、ホツパー1から均し石供給シユート3を
経て均し石fを水底の末均し部分dに放出せしめ
つつ起振体8により底板7を振動せしめられてい
る均し石の均し装置を前方へ移動せしめることに
より、均し石fの上面を均し板6により均一に均
し、振動せしめられている底板7により転圧せし
めて連続的に均し石fの均しを行う。尚、均し石
の均し装置内の均し石fの減少量は順次ガツト船
から補助シユートを使用しそてホツパー1へ供給
すればよく、均し石の均し装置の移動は牽引によ
り行い、また基準レベルからの誤差を検出する方
法としては水深が浅い場合にはレベル表示器を均
し石の均し装置に固定してこのレベル表示器を水
面上に突出せしめて水面上で測定すればよく、ま
た水深の深い合には音響又は水圧を利用した測深
器や傾斜計などを組合わせて均し石の均し装置に
固定して連続的に測定すればよく、より正確には
1〜2名の潜水士で測定しながら即時に均し石の
均し装置の操作員に連絡することにより行うこと
が可能である。
First, leveling stones are poured into a part of the area where a structure, etc. is to be built, with foundation rubble e placed below standard level b (target leveling level of leveling stones) and close to the standard level. A reference mound C is formed as a starting point for leveling with a leveling stone. Since this reference mound C becomes the target for leveling the leveling stone f to be supplied thereafter, the reference level B
It is desirable that they match. Next, the leveling stone leveling device described above was lowered from the water surface a and landed on the bottom of the reference mound C while maintaining the normal posture as shown in Figure 1, and an auxiliary chute (not shown) was used from the Gatsuto boat. The leveling stone f is supplied to the hopper 1, and the bottom plate 7 is vibrated by the vibrating body 8 while the leveling stone f is discharged from the hopper 1 through the leveling stone supply chute 3 to the leveling part d at the bottom of the water. By moving the leveling device of the leveling stone forward, the top surface of the leveling stone f is leveled uniformly by the leveling plate 6, and the top surface of the leveling stone f is leveled continuously by rolling pressure by the vibrating bottom plate 7. Level the stone f. Incidentally, the amount of the leveling stone f in the leveling stone leveling device can be reduced by sequentially supplying it to the hopper 1 using an auxiliary chute from the Gatsuto boat, and the leveling stone leveling device can be moved by towing. In addition, as a method of detecting errors from the standard level, when the water depth is shallow, the level indicator is fixed to a leveling device with leveling stones, and the level indicator is made to protrude above the water surface and measurements are taken above the water surface. If the water is deep, it is sufficient to combine a depth sounder or inclinometer that uses acoustic or water pressure and fix it to a leveling stone leveling device and take continuous measurements. This can be done by two divers taking measurements and immediately contacting the operator of the leveling stone leveling device.

更に、傾斜修正ジヤツキ10を使用すれば、底
板7の角度を任意に調節しても底板7の下面に固
設されている帯状9が均し石fに食い込むことに
より均し石の均し装置が横滑りを起こすことがな
いので、右下がりや左下がりの斜面でも均し石f
の均しを行うことができ、また第4図に示す如く
均し石fの上面が水平でない場合にも水平に修正
して均すことが可能である。
Furthermore, if the inclination correction jack 10 is used, even if the angle of the bottom plate 7 is arbitrarily adjusted, the strip 9 fixed to the lower surface of the bottom plate 7 will bite into the leveling stone f, so that the leveling stone leveling device leveling stone f will not cause skidding, even on slopes that slope down to the right or left.
Furthermore, even if the top surface of the leveling stone f is not horizontal as shown in FIG. 4, it is possible to level the surface by correcting it horizontally.

本発明に係る均し石の均し方法は、以上に説明
したように従来方法の如く大量の潜水士を必要と
したり、高価な水中固定枠を構築する必要がなく
転圧力が一定しており、均し精度が高くしかも連
続的に均し石の均し作業ができるので作業が早い
など、多大な利点を有しているから今後実施され
ることが予想される大規模な海洋開発における捨
石基礎工事を精度高く能率的且つ経済的に施工で
きる画期的な方法であり、また本発明に係る均し
石の均し装置は上記多大の利点を有している本発
明に係る均し石の均し方法を実施するための装置
であつて構造が簡単であり比較的安価且つ容易に
製作できるにもかかわらず均し石の供給を司どる
ホツパーと均し石供給シユートと均し石供給扉と
供給された均し石を均す均し板と、均し板で均さ
れた均し石を一定の転圧力で転圧するための起振
体付底板とがこの順に前方より配置されている構
造であるから均し石の均し精度が高いと共に底板
は下面に均し方向に平行に垂直な帯板を固設され
ているので均し方向の規制が容易であり、更に傾
斜修正ジヤツキを備えせしめれば底板の角度を任
意に調節し得る利点を有しており、本発明の工業
的価値は非常に大きなものがある。
As explained above, the leveling stone leveling method according to the present invention does not require a large number of divers or construct an expensive underwater fixed frame unlike the conventional method, and the rolling force is constant. It is expected to be used as rubble stone in large-scale offshore development, which is expected to be implemented in the future, because it has many advantages such as high leveling accuracy and speedy work because it can be leveled continuously. The leveling stone leveling device according to the present invention is an innovative method that allows foundation work to be carried out efficiently and economically with high accuracy, and the leveling stone leveling device according to the present invention has the above-mentioned many advantages. It is a device for carrying out the leveling method, and although it has a simple structure and is relatively inexpensive and easy to manufacture, it includes a hopper, a leveling stone supply chute, and a leveling stone supply that manage the supply of leveling stones. A door, a leveling plate for leveling the supplied leveling stones, and a bottom plate with a vibrating body for rolling the leveling stones leveled by the leveling plate with a constant rolling force are arranged in this order from the front. Because of its structure, the leveling accuracy of the leveling stone is high, and the bottom plate has vertical strips fixed to the bottom surface parallel to the leveling direction, making it easy to regulate the leveling direction. This has the advantage that the angle of the bottom plate can be adjusted arbitrarily, and the industrial value of the present invention is extremely large.

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

第1図は本発明に係る均し石の均し装置の一実
施例の斜視説明図、第2図は本発明に係る均し石
の均し装置の他の実施例を使用して均し石の均し
方法を実施している状態の説明図、第3図及び第
4図はそれぞれ第2図におけるX−X線、Y−Y
線拡大断面図であり、第5図は第4図Z部の拡大
説明図である。 1…ホツパー、2…浮体、3…均し石供給シユ
ート、4…均し石供給扉、5…油圧シリンダー、
6…均し板、7…底板、8…起振体、9…帯板、
10…傾斜修正ジヤツキ、11…接触部、a…水
面、b…基準レベル、c…基準マウンド、d…未
均し部分、e…基礎捨石、f…均し石。
FIG. 1 is a perspective explanatory view of one embodiment of the leveling stone leveling device according to the present invention, and FIG. 2 is a perspective view of a leveling stone leveling device according to the present invention using another embodiment Explanatory diagrams of the state in which the stone leveling method is being carried out, Figures 3 and 4 are X-X lines and Y-Y lines in Figure 2, respectively.
5 is an enlarged line sectional view, and FIG. 5 is an enlarged explanatory view of the Z section in FIG. 4. 1...Hopper, 2...Floating body, 3...Leveling stone supply chute, 4...Leveling stone supply door, 5...Hydraulic cylinder,
6... Leveling plate, 7... Bottom plate, 8... Vibrator, 9... Band plate,
10...Slope correction jack, 11...Contact part, a...Water surface, b...Reference level, c...Reference mound, d...Unleveled portion, e...Foundation rubble, f...Leveling stone.

Claims (1)

【特許請求の範囲】 1 予め基準レベル以下で且つ基準レベル近くま
で基礎捨石を投入した構造物等を建造する範囲の
水底の一部に均し石均しのスタート地点となる基
準マウンドを形成し、前方よりホツパーを上方に
有する均し石供給シユート、均し板、起振体を有
する底板の順に連設されており底板の下面には均
し方向に平行に垂直な帯板が固設されている均し
石の均し装置を水面より吊り降ろして前記基準マ
ウンド上に正規の姿勢を保つて着底せしめ、ホツ
パーから均し石供給シユートを経て均し石を水底
の未均し部分へ放出せしめつつ起振体により底板
を振動せしめられている均し石の均し装置を前方
へ移動せしめることにより、均し石の上面を均し
板により均一に均し、振動せしめられている底板
により転圧せしめ、連続的に均し石均しを行うこ
とを特徴とする均し石の均し方法。 2 ホツパー1を上方に有し均し石fを下方より
自然落下により放出せしめる均し石供給シユート
3の前面下側に油圧シリンダー5により開閉され
る均し石供給扉4が設けられており、また均し石
供給シユート3の下端後側には後側の下がつてい
る均し板6が設けられており、更にこの均し板6
の後端には上面に起振体8をまた進行方向に平行
に下面に垂直な帯板9を固設されている底板7が
連設されていることを特徴とする均し石の均し装
置。 3 均し石供給シユート3がホツパー1の下部で
左右対称に複数に分割されており、均し石供給扉
4が複数に分割されたそれぞれの均し石供給シユ
ート3の前面下側に設けられており且つ別々に開
閉できるものである特許請求の範囲第2項に記載
の均し石の均し装置。 4 ホツパー1を上方に有し均し石fを下方より
自然落下により放出せしめる均し石供給シユート
3の前面下側に油圧シリンダー5により開閉され
る均し石供給扉4が設けられており、また均し石
供給シユート3の下端後側には後側の下がつてい
る均し板6が設けられており、更にこの均し板6
の後端には上面に起振体8をまた進行方向に平行
に下面に垂直な帯板9を固設されており進行方向
に対して両側に少なくとも一つずつの傾斜修正ジ
ヤツキ10を設けられている底板7が連設されて
いることを特徴とする均し石の均し装置。 5 均し石供給シユート3がホツパー1の下部で
左右対称に複数に分割されており、均し石供給扉
4が複数に分割されたそれぞれの均し石供給シユ
ート3の前面下側に設けられており且つ別々に開
閉できるものである特許請求の範囲第4項に記載
の均し石の均し装置。 6 傾斜修正ジヤツキ10の均し石fへの当接部
11がソリ状をなしている特許請求の範囲第4項
又は第5項に記載の均し石の均し装置。
[Claims] 1. A reference mound is formed as a starting point for leveling on a part of the water bottom in an area where a structure, etc. is to be constructed, into which foundation rubble has been poured in advance at a level below the standard level and close to the standard level. From the front, a leveling stone supply chute with a hopper above it, a leveling plate, and a bottom plate with a vibrating body are successively installed in this order, and a strip plate perpendicular to the leveling direction is fixed to the bottom surface of the bottom plate. A leveling device for leveling stones is lowered from the water surface, and it is placed on the bottom of the reference mound while maintaining a normal posture, and the leveling stones are transferred from the hopper to the leveling stone supply chute to the unleveled part of the water bottom. By moving forward the leveling device of the leveling stone, which vibrates the bottom plate with a vibrating body while emitting a leveling stone, the top surface of the leveling stone is evenly leveled by the leveling plate, and the bottom plate is vibrated. A method of leveling a leveling stone, which is characterized by rolling it down and leveling the leveling stone continuously. 2. A leveling stone supply door 4 that is opened and closed by a hydraulic cylinder 5 is provided on the lower front side of the leveling stone supply chute 3 which has the hopper 1 above and releases the leveling stone f from below by gravity, Further, a leveling plate 6 with a lower rear side is provided at the rear side of the lower end of the leveling stone supply chute 3, and furthermore, this leveling plate 6
A leveling stone characterized in that a bottom plate 7 is connected to the rear end thereof, to which a vibrating body 8 is fixed on the upper surface and a vertical strip plate 9 is fixed on the lower surface parallel to the direction of movement. Device. 3 The leveling stone supply chute 3 is divided into a plurality of parts symmetrically at the bottom of the hopper 1, and the leveling stone supply door 4 is provided at the lower front side of each divided leveling stone supply chute 3. 3. The leveling stone leveling device according to claim 2, wherein the leveling stone leveling device has two sides and can be opened and closed separately. 4 A leveling stone supply door 4 that is opened and closed by a hydraulic cylinder 5 is provided on the lower front side of the leveling stone supply chute 3 which has the hopper 1 above and releases the leveling stone f from below by natural fall, Further, a leveling plate 6 with a lower rear side is provided at the rear side of the lower end of the leveling stone supply chute 3, and furthermore, this leveling plate 6
At the rear end, a vibrator 8 is fixed on the upper surface, a strip plate 9 is fixed parallel to the traveling direction and perpendicular to the lower surface, and at least one tilt correction jack 10 is provided on each side with respect to the traveling direction. A leveling device for a leveling stone, characterized in that a bottom plate 7 is connected to the leveling stone. 5 The leveling stone supply chute 3 is divided into a plurality of parts symmetrically at the bottom of the hopper 1, and the leveling stone supply door 4 is provided on the lower front side of each of the divided leveling stone supply chute 3. 5. The leveling stone leveling device according to claim 4, which has a leveling stone that can be opened and closed separately. 6. The leveling stone leveling device according to claim 4 or 5, wherein the abutting portion 11 of the inclination correction jack 10 to the leveling stone f is curved.
JP14051783A 1983-08-02 1983-08-02 Method and apparatus for leveling stones Granted JPS6033914A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP14051783A JPS6033914A (en) 1983-08-02 1983-08-02 Method and apparatus for leveling stones

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP14051783A JPS6033914A (en) 1983-08-02 1983-08-02 Method and apparatus for leveling stones

Publications (2)

Publication Number Publication Date
JPS6033914A JPS6033914A (en) 1985-02-21
JPS6142055B2 true JPS6142055B2 (en) 1986-09-18

Family

ID=15270491

Family Applications (1)

Application Number Title Priority Date Filing Date
JP14051783A Granted JPS6033914A (en) 1983-08-02 1983-08-02 Method and apparatus for leveling stones

Country Status (1)

Country Link
JP (1) JPS6033914A (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP3675176B2 (en) * 1998-06-19 2005-07-27 株式会社カツシカ Stick-shaped cosmetics delivery container

Also Published As

Publication number Publication date
JPS6033914A (en) 1985-02-21

Similar Documents

Publication Publication Date Title
JPS6142055B2 (en)
JP2663021B2 (en) Ground improvement method by sand pile formation ship
JPH03166419A (en) Compaction leveling method of mound of seabottom ground with sand pile forming vessel
CN1175987C (en) Pontoon cabin row for stone spreading and levelling continuous work of under water riprap foundation bed construction
JPS60148926A (en) Method of levelling riprap by submerged robot and device thereof
JPS6018771B2 (en) Mound creation device
JPH025209B2 (en)
JPH04363417A (en) Rubble throw-in and levelling device
JPS6022108Y2 (en) Rubble foundation leveling machine
JPH0416621A (en) Method and device for throwing and leveling riprup
JPS6052257B2 (en) Rubble mound construction ship
JPH0326734B2 (en)
JPH022755B2 (en)
JPS6036546Y2 (en) Marine civil engineering vessel
JPS5828008Y2 (en) Seabed rubble reinforcement leveling device
JP2002004283A (en) Underground mound leveling device
JPH0639285Y2 (en) Hoisting ship
JPH0730558B2 (en) Underwater rubble throwing device
JP2729826B2 (en) Method and apparatus for building mound for bottoming concrete structure
RU2001208C1 (en) Device for underwater working of rock
JPS6050930B2 (en) Rubble leveling method and rubble leveling boat
JP3171386B2 (en) Crushed stone mound construction method and construction equipment from existing caisson
JPS6050929B2 (en) rubble leveling boat
JPH07107269B2 (en) Rubble mound leveling device
JPS5820826A (en) Under-water rubble charging and leveling work and device therefor