JPH025209B2 - - Google Patents
Info
- Publication number
- JPH025209B2 JPH025209B2 JP58170204A JP17020483A JPH025209B2 JP H025209 B2 JPH025209 B2 JP H025209B2 JP 58170204 A JP58170204 A JP 58170204A JP 17020483 A JP17020483 A JP 17020483A JP H025209 B2 JPH025209 B2 JP H025209B2
- Authority
- JP
- Japan
- Prior art keywords
- leveling
- leveling stone
- mound
- ruler
- stone
- 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 - Lifetime
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D15/00—Handling building or like materials for hydraulic engineering or foundations
- E02D15/10—Placing 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)
Description
【発明の詳細な説明】
本発明は、岸壁、護岸、その他の水中構造物の
基礎として予め基礎捨石が投入されている構造物
等を建造する範囲の水底に均し石マウンドを構築
する均し石マウンドの構築方法及び装置に関する
ものである。DETAILED DESCRIPTION OF THE INVENTION The present invention provides a leveling method for constructing a leveled stone mound on the water bottom within an area where foundation rubble has been previously placed as the foundation for quay walls, seawalls, and other underwater structures. The present invention relates to a method and apparatus for constructing a stone mound.
従来より防波堤、護岸等の水中構造物を建造す
るにはそれらの安定を保つ為及び下部基礎地盤の
洗掘を防止する為に、水中構造物の下に均し石マ
ウンドを構築していた。この均し石マウンドの構
築方法としては、「基礎捨石」と呼ばれる200〜
300Kg/個の石を底開式石運船などで運搬して投
入された水中構造物が建造される領域に、「均し
石」と呼ばれる約30Kl/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
目標に精度良く構築していく方法が一般的に行わ
れていた。しかしながらこの方法では、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いと共に潜水士の絶体
員数不足の問題から今日要求される港湾工事等の
大型化に伴なう大規模で尽速な工事には対応しき
れない欠点を有していた。 Conventionally, when constructing underwater structures such as breakwaters and seawalls, leveled stone mounds have been constructed under the underwater structures in order to maintain their stability and to prevent the underlying foundation ground from being scoured. The construction method for this leveling stone mound is called ``basic rubble''.
In the area where the underwater structure will be constructed, 300 kg of stones are transported by open-bottom stone carriers, etc., and approximately 30 kg of stones, called "leveling stones," are placed in the recesses between the foundation rubble. The common practice was for divers to accurately construct targets using temporary rulers set up underwater, while replenishing them from above the water using supply ships called ``Gatsuto ships.'' However, this method is inefficient because it restricts the work of divers when conditions are bad, such as deep water or currents, and it is also inefficient due to the problem of a critical shortage of divers. It had the drawback of not being able to cope with the large-scale and urgent construction work that accompanies the modernization of Japan.
そこで、大規模で尽速な工事を行なう為に機械
を用いて均し石マウンドを構築するいくつかの方
法として、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一定レベル以上の所
に存在する均し石を排石する方法が行われたが、
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面積の広
い均し石マウンドを構築するには能率が悪いと共
に一定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均し石マウンドとして好
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石マウンド上面
の精度が良くなく±5cmの精度が要求される均し
石マウンドとしては好まし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、一定レベル以下の凹部には均
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。 Therefore, in order to carry out large-scale and expedited construction work, there are several methods of constructing leveling stone mounds using machines, such as placing leveling stones on top of the foundation rubble and using a hoist boat. Methods of compaction by dropping a weight, and methods of setting up a fixed frame underwater and using a blade that moves on the frame as a ruler to remove leveling stones that are above a certain level, have been used.
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 to construct a leveling stone mound with a wide area. Therefore, the degree of compaction differs at each location, making it undesirable as a leveling stone mound.Also, the method of removing stone using blades requires a large amount of energy to remove the stone, and the manufacturing cost of an underwater fixed frame is high, making it uneconomical. Furthermore, it has disadvantages such as the fact that even stones that are still standing are dug up by the arching action, so the accuracy of the top surface of the leveling stone mound is not necessarily good, making it undesirable for leveling stone mounds that require accuracy of ±5 cm. Furthermore, both methods using these machines had the disadvantage of poor work efficiency as they required the addition of leveling stones to replenish concavities below a certain level. be.
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マウンドの構築方法
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, they have completed the method and device for constructing a leveling stone mound according to the present invention.
すなわち本発明は、矩形状に枠組されている枠
体の下部にそれぞれ伸縮自在な4本以上の脚を有
している基準定規と該基準定規に沿つて移動可能
に該枠体に載架されており上部にホツパーを有す
る均し石供給シユートと該均し石供給シユートの
移動方向片側に連設されている振動転圧機とを有
する均し石マウンドの構築装置の基準定規の各脚
の下端に接地面積を広げるプレートを取外し可能
に装着し、該構築装置を予め基礎捨石が投入され
ている水中構造物等を建造する範囲の水底に吊り
降ろして着底せしめ、次いで該基準定規の脚を伸
縮せしめて該構築装置を水平に且つ所望の高さに
調整すると共に均し石供給シユートを基準定規に
沿つて振動転圧機の連設されている側に向つて後
方に移動せしめた後、振動転圧機を作動せしめた
状態でホツパーから均し石供給シユートを経て均
し石を水底に放出せしめつつ均し石供給シユート
を基準定規に沿つて振動転圧機の連設されている
側と反対方向に移動せしめて、均し石を水底に供
給転圧して均し石マウンドを構築し、均し石供給
シユートが基準定規の前方所定位置まで移動した
状態でプレートが均し石マウンド中に埋もれてい
る場合にはプレートを脚より取外し該プレートを
均し石マウンド中に残したまま、また均し石マウ
ンド中に埋もれていない場合にはプレートを脚に
装着したまま構築装置を吊り上げて次に均し石マ
ウンドを構築する場所へ移動して前記操作を繰返
すことを特徴とする均し石マウンドの構築方法、
及びこの均し石マウンドの構築方法を実施するた
めの均し石マウンドの構築装置を提供するもので
ある。 That is, the present invention provides a reference ruler having four or more telescopic legs at the bottom of a rectangular frame, and a reference ruler mounted on the frame so as to be movable along the reference ruler. The lower end of each leg of the standard ruler of a leveling stone mound construction device that has a leveling stone supply chute with a hopper at the top and a vibratory compaction machine connected to one side of the leveling stone supply chute in the direction of movement. A plate that expands the ground contact area is removably attached to the base, and the construction device is lowered to the bottom of the water in the area where the underwater structure, etc., is to be constructed, and the foundation rubble has been placed in advance. After adjusting the construction device horizontally and to a desired height by expanding and contracting it and moving the leveling stone supply chute backward along the standard ruler toward the side where the vibrating compaction machine is connected, With the compaction machine in operation, the leveling stone is discharged from the hopper to the bottom of the water via the leveling stone supply chute, and the leveling stone supply chute is passed along the standard ruler in the opposite direction to the side where the vibrating compaction machine is connected. The leveling stone is supplied to the bottom of the water and compacted to build a leveling stone mound, and with the leveling stone supply chute moved to a predetermined position in front of the standard ruler, the plate is buried in the leveling stone mound. If the plate is buried in the leveling stone mound, remove the plate from the leg and leave it in the leveling stone mound, or if it is not buried in the leveling stone mound, lift the construction device with the plate attached to the leg and then level it. A method for constructing a leveling stone mound, the method comprising moving to a location where the leveling stone mound is to be constructed and repeating the above operation;
The present invention also provides a leveling stone mound construction device for carrying out this leveling stone mound construction method.
以下、図面に示す実施例に基づいて本発明に係
る均し石マウンドの構築方法及び装置について詳
細に説明する。 DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS A method and apparatus for constructing a leveling stone mound according to the present invention will be described in detail below based on embodiments shown in the drawings.
第1図は本発明に係る均し石マウンドの構築装
置の1実施例を用いて均し石マウンドを構築して
いる状態説明図、第2図は第1図に示す均し石マ
ウンドの構築装置の平面図である。 FIG. 1 is an explanatory diagram of a state in which a leveling stone mound is being constructed using an embodiment of the leveling stone mound construction apparatus according to the present invention, and FIG. 2 is an illustration of the construction of the leveling stone mound shown in FIG. 1. FIG. 2 is a plan view of the device.
図面中、1は矩形状に枠組されている枠体1a
の四隅の下部にそれぞれ油圧シリンダーにより伸
縮自在の脚1bを有しており且つ枠体1aに本発
明に係る均し石マウンドの構築装置を吊り下げる
為の吊り輪1cの設けられている基準定規であ
り、この基準定規1の両側の枠体1aの上面には
後述する車輪が移動する溝1dが設けられてお
り、枠体1aの内部は重畳を低減して本発明に係
る均し石マウンドの構築装置の移動性を良くでき
るように空洞となつていることが好ましい。この
基準定規1の脚1bの枠体1aへの装着位置とし
ては脚1bが既に構築されている均し石マウンド
の上端の端縁及びマウンドの斜面にかからない位
置が好ましく、また図示する実施例では脚1bの
数は4本であるが枠体1aの長手方向の長さが長
い場合には脚1bを6本もしくは8本使用するこ
とも本発明の要旨を変更するものではなく、更に
脚1bを既に構築されている均し石マウンド上に
着底せしめる為に脚1bは後述する振動転圧機の
下面以上の高さまで引込められる構造であること
が好ましい。2は基準定規1の両側の枠体1aの
上面に設けられている溝1dに沿つて車輪2aに
よつて移動可能に基準定規1の枠体1aに横架さ
れており且つ上部に水面上に位置するガツト船な
どから均し石の供給を受ける為のホツパー2bを
有する均し石供給シユート2であり、図示した実
施例では基準定規1の長手方向に均し石供給シユ
ート2が移動する構造のものを示しているが均し
石供給シユート2の幅を広くして基準定規1の短
手方向に均し石供給シユート2が移動する構造も
取り得る。3は均し石供給シユート2の移動方向
片側に連設されており均し石供給シユート2より
水底に供給された均し石を振動により転圧する振
動転圧機であり、この振動転圧機3は第2図に示
す実施例では2台用いているが均し石供給シユー
ト2の幅によつては1台の場合も3台以上の場合
もある。4は接地面積を広くして脚1bに加わる
単位面積当たりの荷重を低減せしめると共に脚1
bが均し石に埋もれてしまつた場合にも容易に吊
り下げられるように取外し可能に装着されている
プレートであり、このプレート4には脚1bを均
し石より保護する為に図示する如く脚外管4aを
一体に装着されていることが好ましい。5,6は
均し石を供給する為の均し石供給シユート2を基
準定規1に沿つてそれぞれ前方及び後方に移動せ
しめるウインチである。なお7は構断物等を建造
する範囲の水底に予め投入されている基礎捨石、
8は基礎捨石7が投入されている水底上に本発明
に係る均し石マウンドの構築装置により供給転圧
される均し石である。 In the drawing, 1 is a rectangular frame 1a.
The standard ruler has legs 1b which are extendable and retractable by hydraulic cylinders at the lower part of each of the four corners, and a frame 1a is provided with a hanging ring 1c for suspending the leveling stone mound construction device according to the present invention. The upper surface of the frame 1a on both sides of the reference ruler 1 is provided with grooves 1d in which wheels (to be described later) move, and the inside of the frame 1a is designed to reduce overlapping and form a leveling stone mound according to the present invention. Preferably, the construction device is hollow to allow for good mobility of the construction device. The leg 1b of the reference ruler 1 is preferably attached to the frame 1a at a position where the leg 1b does not touch the upper edge or slope of the leveling stone mound that has already been constructed. Although the number of legs 1b is four, if the length of the frame 1a in the longitudinal direction is long, it does not change the gist of the present invention to use six or eight legs 1b. It is preferable that the legs 1b have a structure that allows them to be retracted to a height higher than the lower surface of the vibrating compaction machine, which will be described later, in order to allow the legs 1b to bottom on the leveling stone mound that has already been constructed. 2 is horizontally suspended on the frame 1a of the standard ruler 1 so as to be movable by wheels 2a along the grooves 1d provided on the top surface of the frame 1a on both sides of the standard ruler 1, and has an upper part above the water surface. This is a leveling stone supply chute 2 having a hopper 2b for receiving leveling stones from a Gatsu boat or the like located there, and in the illustrated embodiment, the leveling stone supply chute 2 moves in the longitudinal direction of the reference ruler 1. Although this is shown, it is also possible to adopt a structure in which the width of the leveling stone supply chute 2 is increased and the leveling stone supply chute 2 moves in the lateral direction of the reference ruler 1. Reference numeral 3 denotes a vibrating compaction machine that is connected to one side of the leveling stone supply chute 2 in the moving direction and compacts the leveling stones supplied to the bottom of the water from the leveling stone supply chute 2 by vibration. In the embodiment shown in FIG. 2, two units are used, but depending on the width of the leveling stone supply chute 2, there may be one or three or more units. 4 widens the ground contact area to reduce the load per unit area applied to leg 1b, and
This plate is removably attached so that it can be easily hung even if the leg 1b is buried in the leveling stone. It is preferable that the outer leg tube 4a is attached integrally. Reference numerals 5 and 6 denote winches that move the leveling stone supply chute 2 for supplying leveling stones forward and backward, respectively, along the reference ruler 1. In addition, 7 is the foundation rubble that has been placed in advance at the bottom of the water in the area where structures etc. will be constructed.
Reference numeral 8 denotes a leveling stone that is supplied and compacted by the leveling stone mound construction device according to the present invention onto the water bottom into which the foundation rubble 7 has been placed.
次に、このような構造より成る本発明に係る均
し石マウンドの構築装置を用いて実施する本発明
に係る均し石マウンドの構築方法について更に説
明する。 Next, the method for constructing a leveling stone mound according to the present invention, which is carried out using the leveling stone mound construction apparatus according to the present invention having such a structure, will be further explained.
先ず、上述した構造の本発明に係る均し石マウ
ンドの構築装置の各脚1bの下端にプレート4を
取外し可能に装着し、予め基礎捨石7が投入され
ている水中構造物等を建造する範囲の水底に起重
機船又はウインチ船(図示なし)を使用して吊り
環1cにワイヤを掛けて構築装置を吊り降ろして
着底せしめ、基準定規1の脚1bの長さを油圧シ
リンダによりを伸縮せしめて構築装置を水平に且
つ所望の高さに調整すると共に、均し石供給シユ
ート2を基準定規1に装着されているウインチ6
により牽引して基準定規1に沿つて振動転圧機3
の連設されている側に向つて後方の所定位置まで
移動する。この際、基準定規1にウインチ6を装
着する代わりに滑車を基準定規1上に設け水面上
に位置する船に設けられているウインチなどによ
り均し石供給シユート2を基準定規1に沿つて振
動転圧機3の連設されている側に向つて後方の所
定位置まで移動してもよい。次いでガツト船(図
示なし)から補助シユート(図示なし)を使用し
てホツパー2bへ均し石8を供給せしめ、振動転
圧機3を作動せしめながら均し石供給シユート2
を基準定規1上に装着されているウインチ5によ
り牽引して基準定規1に沿つて振動転圧機3の連
設されている側と反対方向である前方に移動せし
めて、ホツパー2bから均し石供給シユート2を
経て均し石8を水底に放出せしめつつ振動転圧機
3により振動転圧せしめて均し石マウンドを構築
する。この際、均し石供給シユート2を牽引する
のは図示する実施例では基準定規1上に設けられ
ているウインチ5により行なわれているが、基準
定規1にウインチ5の代わりに滑車を装着してお
き水面上に位置する船に設けられているウインチ
などにより牽引して基準定規1に沿つて振動転圧
機3の連設されている側と反対方向である前方に
移動せしめてもよく、また均し石供給シユート2
内の均し石8の減少量は逐次ガツト船から補助シ
ユートを使用してホツパー2bへ供給すればよ
い。このようにして均し石供給シユート2が基準
定規1の前方の所定位置まで移動して均し石マウ
ンドを構築したならば、起重機船又はウインチ船
を使用して構築装置を吊り上げて次に均し石マウ
ンドを構築する場所へ移動する。この際、プレー
ト4が均し石マウンド中に埋もれている場合には
プレート4を脚1bより取外して取外したプレー
ト4を均し石マウンド中に残したまま、また均し
石マウンド中に埋もれていない場合にはプレート
4を脚1bに装着したまま構築装置を吊り下げれ
ばよい。このような操作を繰返すことにより所望
の均し石マウンドを構築する。尚、既に構築され
ている均し石マウンドに連続して均し石マウンド
を構築する場合には、一部の脚1bを既に構築さ
れている均し石マウンド上に載置した状態で均し
石マウンドを構築すればよく、また基準定規1の
脚1bの長さを油圧シリンダによりも伸縮せしめ
て構築装置を水平に且つ所望の高さに調整する場
合に水平及び高さを測定する方法としては、水深
が浅い場合にはレベル表示器を基準定規1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、また水深の深い場合には
音響又は水圧を利用した測深器や傾斜計などを組
合わせて基準定規1に固定して測定すればよく、
より正確には1〜2名の潜水士で測定しながら即
時に構築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, the plate 4 is removably attached to the lower end of each leg 1b of the leveling stone mound construction device according to the present invention having the above-described structure, and the area for constructing an underwater structure etc. in which the foundation rubble 7 has been placed in advance is shown. Using a hoist boat or a winch boat (not shown), hang a wire around the hanging ring 1c and lower the construction device to the bottom of the water, and extend and contract the length of the leg 1b of the standard ruler 1 using a hydraulic cylinder. Adjust the construction device horizontally and to the desired height, and move the leveling stone supply chute 2 to the winch 6 attached to the standard ruler 1.
The vibration rolling machine 3 is pulled along the reference ruler 1 by
move to a predetermined position at the rear toward the side where the At this time, instead of attaching the winch 6 to the standard ruler 1, a pulley is placed on the standard ruler 1, and the leveling stone supply chute 2 is vibrated along the standard ruler 1 by a winch installed on a ship located above the water surface. It may be moved to a predetermined position at the rear toward the side where the rolling press 3 is connected. Next, the leveling stone 8 is supplied from the Gatsuto ship (not shown) to the hopper 2b using an auxiliary chute (not shown), and the leveling stone supplying chute 2 is fed while the vibration compaction machine 3 is operated.
The leveling stone is pulled by the winch 5 attached to the standard ruler 1 and moved forward along the standard ruler 1 in the opposite direction to the side where the vibrating compaction machine 3 is installed, and the leveling stone is removed from the hopper 2b. The leveling stone 8 is discharged to the bottom of the water via the supply chute 2 and is vibrated and compacted by the vibrating compaction machine 3 to construct a leveling stone mound. At this time, the leveling stone supply chute 2 is pulled by a winch 5 provided on the reference ruler 1 in the illustrated embodiment, but a pulley may be attached to the reference ruler 1 instead of the winch 5. It may be towed by a winch or the like installed on a ship located above the water surface and moved forward along the standard ruler 1 in the opposite direction to the side where the vibrating compactor 3 is installed. Leveling stone supply chute 2
The reduced amount of leveling stones 8 in the hopper 2b can be successively supplied from the gutters to the hopper 2b using an auxiliary chute. Once the leveling stone supply chute 2 has moved to a predetermined position in front of the standard ruler 1 and constructed the leveling stone mound in this way, the construction device is hoisted using a hoist or a winch boat and then leveled. Move to the location where you want to build the stone mound. At this time, if the plate 4 is buried in the leveling stone mound, remove the plate 4 from the leg 1b, leave the removed plate 4 in the leveling stone mound, and remove it from the leveling stone mound. If not, the construction device may be hung with the plate 4 attached to the leg 1b. By repeating such operations, a desired leveling stone mound is constructed. In addition, when constructing a leveling stone mound consecutively to the leveling stone mound that has already been constructed, leveling is performed with some of the legs 1b placed on the leveling stone mound that has already been constructed. It is sufficient to construct a stone mound, and the length of the leg 1b of the standard ruler 1 is expanded and contracted by a hydraulic cylinder to adjust the construction device horizontally and to a desired height. When the water depth is shallow, it is sufficient to fix the level indicator to the reference ruler 1 and make the level indicator protrude above the water surface to measure on the water surface, and when the water depth is deep, sound or water pressure can be used. All you need to do is to combine a depth sounder, inclinometer, etc., and fix it on the reference ruler 1 to measure it.
More precisely, it can be carried out by one or two divers taking measurements and immediately contacting the operator of the construction equipment.
以上詳細に説明した本発明に係る均し石マウン
ドの構築方法は、従来方法の如く大人数の潜水士
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、均し石マウンドの転圧力が一定してい
ると共に均し精度が高いなど、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
模な海洋関発における均し石マウンド構築工事を
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マウンドの
構築装置は上記多大の利点を有している本発明に
係る均し石マウンド構築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マウンドの均
し精度が高く、且つプレートが伸縮自在な各脚の
下端に取外し可能に装着されているのでプレート
が均し石マウンド中に埋もれている場合にはプレ
ートを脚より取外しプレートを均し石マウンド中
に残したまま吊り上げることができ構築装置の移
動が容易であり、更に脚が伸縮自在であるので簡
単に構築装置を水平に且つ所望の高さに調整でき
る利点を有しており、その工業的価値は非常に大
きなものがある。 The method of constructing a leveling stone mound according to the present invention described in detail above does not require a large number of divers or constructing an expensive underwater fixed frame as in the conventional method, and the leveling stone mound can be easily moved. It has many advantages such as constant pressure and high leveling accuracy, making it possible to build leveling stone mounds in large-scale offshore projects that are expected to be carried out in the future with high precision and efficiency. In order to implement the leveling stone mound construction method according to the present invention, which is an innovative method that can be constructed economically, and the leveling stone mound construction apparatus according to the present invention has the above-mentioned many advantages. This device has a simple structure, is relatively inexpensive and easy to manufacture, yet has a high leveling accuracy of the leveling stone mound, and a plate is removably attached to the lower end of each extendable leg. Therefore, if the plate is buried in the leveling stone mound, it can be removed from the legs and lifted while remaining in the leveling stone mound, making it easy to move the construction equipment, and the legs are also extendable. Therefore, it has the advantage that the construction device can be easily adjusted horizontally and to a desired height, and its industrial value is extremely large.
第1図は本発明に係る均し石マウンドの構築装
置の1実施例を用いて均し石マウンドを構築して
いる状態説明図、第2図は第1図に示す均し石マ
ウンドの構築装置の平面図である。
1……基準定規、1a……枠体、1b……脚、
1c……吊り環、1d……溝、2……均し石供給
シユート、2a……車輪、2b……ホツパー、3
……振動転圧機、4……プレート、4a……脚外
管、5……ウインチ、6……滑車、7……基礎捨
石、8……均し石。
FIG. 1 is an explanatory diagram of a state in which a leveling stone mound is being constructed using an embodiment of the leveling stone mound construction apparatus according to the present invention, and FIG. 2 is an illustration of the construction of the leveling stone mound shown in FIG. 1. FIG. 2 is a plan view of the device. 1...Reference ruler, 1a...Frame body, 1b...Legs,
1c... Hanging ring, 1d... Groove, 2... Leveling stone supply chute, 2a... Wheel, 2b... Hopper, 3
... Vibratory compaction machine, 4 ... Plate, 4a ... Leg outer tube, 5 ... Winch, 6 ... Pulley, 7 ... Foundation rubble, 8 ... Leveling stone.
Claims (1)
れ伸縮自在な4本以上の脚を有している基準定規
と該基準定規に沿つて移動可能に該枠体に載架さ
れており上部にホツパーを有する均し石供給シユ
ートと該均し石供給シユートの移動方向片側に連
設されている振動転圧機とを有する均し石マウン
ドの構築装置の基準定規の各脚の下端に接地面積
を広げるプレートを取外し可能に装着し、該構築
装置を予め基礎捨石が投入されている水中構造物
等を建造する範囲の水底に吊り降ろして着底せし
め、次いで該基準定規の脚を伸縮せしめて該構築
装置を水平に且つ所望の高さに調整すると共に均
し石供給シユートを基準定規に沿つて振動転圧機
の連設されている側に向つて後方に移動せしめた
後、振動転圧機を作動せしめた状態でホツパーか
ら均し石供給シユートを経て均し石を水底に放出
せしめつつ均し石供給シユートを基準定規に沿つ
て振動転圧機の連設されている側と反対方向に移
動せしめて、均し石を水底に供給転圧して均し石
マウンドを構築し、均し石供給シユートが基準定
規の前方所定位置まで移動した状態でプレートが
均し石マウンド中に埋もれている場合にはプレー
トを脚より取外し該プレートを均し石マウンド中
に残したまま、また均し石マウンド中に埋もれて
いない場合にはプレートを脚に装着したまま構築
装置を吊り上げて次に均し石マウンドを構築する
場所へ移動して前記操作を繰返すことを特徴とす
る均し石マウンドの構築方法。 2 均し石供給シユートを基準定規上に装着され
ているウインチにより牽引して基準定規に沿つて
移動せしめる特許請求の範囲第1項に記載の均し
石マウンドの構築方法。 3 均し石供給シユートを基準定規に装着されて
いる滑車を介して水面上の船により牽引して基準
定規に沿つて移動せしめる特許請求の範囲第1項
に記載の均し石マウンドの構築方法。 4 矩形状に枠組されている枠体1aの下部にそ
れぞれ油圧シリンダーにより伸縮自在な4本以上
の脚1bを有しており枠体1aに吊り環1cの設
けられている基準定規1と、基準定規1の枠体1
aの上面に設けられている溝1dに沿つて車輪2
aによつて移動可能に基準定規1の枠体1aに載
架されており上部にホツパー2bを有する均し石
供給シユート2と、均し石供給シユート2の移動
方向片側に連設されている振動転圧機3とを有し
ており、基準定規1の各脚1bの下端には接地面
積を広げるプレート4が取外し可能に装着されて
いることを特徴とする均し石マウンドの構築装
置。 5 枠体1aの内部が空洞となつている特許請求
の範囲第4項に記載の均し石マウンドの構築装
置。[Claims] 1. A reference ruler having four or more telescopic legs at the bottom of a rectangular frame, and a reference ruler mounted on the frame so as to be movable along the reference ruler. Each leg of a standard ruler of a leveling stone mound construction device having a leveling stone supply chute that is suspended and has a hopper at the top, and a vibratory compaction machine connected to one side of the leveling stone supply chute in the direction of movement. A plate that expands the ground contact area is removably attached to the lower end, and the construction device is lowered to the bottom of the water in the area where the underwater structure, etc. is to be constructed, where foundation rubble has been placed in advance, and it is then placed on the bottom. After adjusting the construction device horizontally and to the desired height by extending and retracting the legs, the leveling stone supply chute is moved rearward along the reference ruler toward the side where the vibratory compaction machine is connected. With the vibratory compaction machine in operation, the leveling stone is discharged from the hopper to the bottom of the water via the leveling stone supply chute, and the leveling stone supply chute is connected to the side where the vibratory compaction machine is connected along the standard ruler. The leveling stone is moved in the opposite direction, and the leveling stone is supplied to the bottom of the water and compacted to build a leveling stone mound. With the leveling stone supply chute moved to a predetermined position in front of the standard ruler, the plate is placed in the leveling stone mound. If the plate is buried, remove it from the leg and leave it in the leveling stone mound, or if it is not buried in the leveling stone mound, lift the construction device with the plate attached to the leg and move on. A method for constructing a leveling stone mound, which comprises moving the leveling stone mound to a place where the leveling stone mound is to be constructed and repeating the above operation. 2. The method for constructing a leveling stone mound according to claim 1, wherein the leveling stone supply chute is pulled by a winch mounted on the reference ruler to move it along the reference ruler. 3. The method for constructing a leveling stone mound according to claim 1, wherein the leveling stone supply chute is towed by a boat on the water surface via a pulley attached to a standard ruler and moved along the standard ruler. . 4. A reference ruler 1, which has four or more legs 1b, each of which is extendable and retractable by a hydraulic cylinder, at the bottom of a rectangular frame 1a, and a hanging ring 1c is provided on the frame 1a, and a reference. Frame 1 of ruler 1
The wheel 2 is moved along the groove 1d provided on the upper surface of a.
a leveling stone supply chute 2 which is movably mounted on the frame 1a of the reference ruler 1 and has a hopper 2b on its upper part, and is connected to one side of the leveling stone supply chute 2 in the moving direction The device for constructing a leveling stone mound is characterized in that a plate 4 for enlarging the ground contact area is removably attached to the lower end of each leg 1b of a reference ruler 1. 5. The leveling stone mound construction device according to claim 4, wherein the inside of the frame 1a is hollow.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP17020483A JPS6062332A (en) | 1983-09-14 | 1983-09-14 | Method and apparatus for construction of leveling stone mound |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP17020483A JPS6062332A (en) | 1983-09-14 | 1983-09-14 | Method and apparatus for construction of leveling stone mound |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS6062332A JPS6062332A (en) | 1985-04-10 |
| JPH025209B2 true JPH025209B2 (en) | 1990-02-01 |
Family
ID=15900592
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP17020483A Granted JPS6062332A (en) | 1983-09-14 | 1983-09-14 | Method and apparatus for construction of leveling stone mound |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS6062332A (en) |
Families Citing this family (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100860382B1 (en) * | 2007-05-30 | 2008-09-25 | 성보개발 주식회사 | Underwater aggregate precision laying device |
| KR100842041B1 (en) | 2007-05-31 | 2008-06-30 | 성보개발 주식회사 | Cover Stone Dropping Equipment |
| CN107916607B (en) * | 2017-10-18 | 2019-09-17 | 中国建筑工程(香港)有限公司 | Automatic paver system with measuring and positioning structure |
Family Cites Families (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5289224A (en) * | 1976-01-19 | 1977-07-26 | Ishikawajima Harima Heavy Ind | Riprap leveling device |
| JPS6050931B2 (en) * | 1980-08-27 | 1985-11-11 | 若築建設株式会社 | rubble leveling boat |
-
1983
- 1983-09-14 JP JP17020483A patent/JPS6062332A/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS6062332A (en) | 1985-04-10 |
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