JPH0723609B2 - Vibration crawler type compactor - Google Patents
Vibration crawler type compactorInfo
- Publication number
- JPH0723609B2 JPH0723609B2 JP31251686A JP31251686A JPH0723609B2 JP H0723609 B2 JPH0723609 B2 JP H0723609B2 JP 31251686 A JP31251686 A JP 31251686A JP 31251686 A JP31251686 A JP 31251686A JP H0723609 B2 JPH0723609 B2 JP H0723609B2
- Authority
- JP
- Japan
- Prior art keywords
- compaction
- crawler
- vibration
- ground
- crawler type
- 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 - Fee Related
Links
- 238000005056 compaction Methods 0.000 claims description 50
- 238000010276 construction Methods 0.000 description 28
- 230000000694 effects Effects 0.000 description 16
- 230000007246 mechanism Effects 0.000 description 10
- 230000009471 action Effects 0.000 description 5
- 238000000034 method Methods 0.000 description 5
- 230000008569 process Effects 0.000 description 4
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 4
- 230000001133 acceleration Effects 0.000 description 2
- 239000004576 sand Substances 0.000 description 2
- 239000000725 suspension Substances 0.000 description 2
- 230000008901 benefit Effects 0.000 description 1
- 230000000903 blocking effect Effects 0.000 description 1
- 238000007596 consolidation process Methods 0.000 description 1
- 239000000470 constituent Substances 0.000 description 1
- 230000005611 electricity Effects 0.000 description 1
- 238000003912 environmental pollution Methods 0.000 description 1
- 230000005284 excitation Effects 0.000 description 1
- 238000007667 floating Methods 0.000 description 1
- 230000006872 improvement Effects 0.000 description 1
- 238000002347 injection Methods 0.000 description 1
- 239000007924 injection Substances 0.000 description 1
- 238000003908 quality control method Methods 0.000 description 1
- 238000003902 seawater pollution Methods 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 238000005507 spraying Methods 0.000 description 1
Landscapes
- Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
Description
【発明の詳細な説明】 (イ)発明の目的 <産業上の利用分野> 本発明は、クローラ式自走車両に起振器を搭載し、高能
率で経済性を保持しながら地盤の深層に締固め効果が及
ぶ施工を可能にする振動クローラ式締固め装置に関する
ものである。DETAILED DESCRIPTION OF THE INVENTION (a) Object of the Invention <Industrial field of application> The present invention has a crawler-type self-propelled vehicle equipped with a vibration exciter, which enables high efficiency and economic efficiency in deep layers of the ground. The present invention relates to a vibrating crawler type compaction device that enables construction with a compaction effect.
<従来の技術> 地盤上層部の締固め手段として従来、転圧ローラまたは
振動ローラなどを用いる方法がある。<Prior Art> Conventionally, there is a method of using a compaction roller or a vibrating roller as a means for compacting the upper layer of the ground.
この種の手段による地盤の締固め効果は、せいぜい地下
数十cm程度にしか及ばないので厚い締固め地盤を造成す
るには数十cmの厚さに土砂を撤出して、その表面を転圧
し、その全区画の転圧が終了した時点で、また初めの工
程に戻り、転圧表面に重ねて土砂を入れて再び転圧工程
を締返すと云った手法を採用するより外なく、施工の効
果的運用に欠けるところがある。また、接地面積が線形
状であるのに機体重量が大きく、これに比較して大きな
起振力を生じる振動機を搭載できないため、地盤の締固
め施工効率を上げることがむずかしかった。The effect of compaction of the ground by this kind of means is at most about several tens of centimeters underground, so in order to create a thick compacted ground, remove the sand to a thickness of several tens of centimeters and transfer the surface. Pressing, and when the compaction of all the sections is completed, return to the first process again, put the earth and sand on the compaction surface and put back the compaction process again. There is a lack of effective operation of. Further, since the ground contact area is linear, the weight of the airframe is large, and it is difficult to increase the compaction efficiency of the ground because it is impossible to mount a vibrator that generates a large exciting force in comparison with this.
そこで、タンパープレートの底面に凹凸を設けて、ここ
に大容量の起振器を搭載し、これをクレーンで吊下して
特定地盤の締固め施工の終了毎に吊り上げ、隣接位置に
移動することを繰返えして深層地盤に締固め効果が効果
的に及ぶようにするとか、締固め施工の際、所定の散水
または注水を施すとか、タンパーにワイヤをつないで締
固め施工の終了毎または締固め施工しつゝウインチまた
は自走車両により、けん引・移動させることが提案され
(願昭61−111790号参照)、これによって所期の効果を
得ることができるようになった。Therefore, provide a bumper on the bottom of the tamper plate, install a large-capacity exciter here, hang it with a crane, and lift it up every time the compaction work on the specific ground is completed, and move it to the adjacent position. Repeatedly to make the compaction effect effectively on the deep ground, or to perform predetermined spraying or water injection at the time of compaction construction, or to connect a wire to the tamper and end compaction construction or It has been proposed that a compaction winch or a self-propelled vehicle should be used for towing and moving (see Japanese Patent Application No. 61-111790), and it is possible to obtain the desired effect.
<発明が解決しようとする問題点> ところで上述のような起振器搭載型タンパー、すなわち
バイブロタンパーは、いずれも特定地盤の締固め施工終
了毎に隣接区域に移動する事を繰返して広い区域を一様
に締固め施工するが、通常タンパー移動時には起振器の
作動を停止させるので少なくとも移動に要する時間は締
固め施工が中断する不都合があり、いずれもタンパーを
繰返し移動させるためのウインチとはクローラまたはク
レーン等の付帯設備と操作が必要になる等の問題点があ
った。そこで、一層のことタンパー自体に移動手段を結
合するか、自走車両にバイブロタンパー機能を付帯させ
ることにより、設備の容積が小さくて済み、また起振器
を作動させたままでタンパーを自由に移動させることが
できて地盤の連続的締固め施工が可能になり、しかも制
御操作が容易になることから高能率施工および底コスト
施工を堅持しながら深層に及ぶ締固め効果が得られる地
盤の締固め装置を提供しようとするのが本発明の目的で
ある。また別の目的は、本発明によれば装置の自重とバ
イブロの起振力との比を比較的容易に大きくすることが
できるので、公知の自走式振動ローラに対して、より深
層に及ぶ地盤の締固めが可能であるか、同一深度であれ
ば高能率施工ができるような装置を開発することにあ
る。<Problems to be solved by the invention> By the way, the above-mentioned tamper equipped with a vibration oscillating device, that is, a vibro tamper, repeats moving to an adjacent area every time compaction construction of the specific ground is completed, thereby expanding a large area. Even if the compaction is performed uniformly, the vibration generator is normally stopped when the tamper is moved, so there is the inconvenience that the compaction is interrupted at least for the time required for the movement.In both cases, a winch for repeatedly moving the tamper is used. There was a problem that auxiliary equipment such as crawlers or cranes had to be operated. Therefore, by connecting a moving means to the tamper itself or by adding a vibro tamper function to the self-propelled vehicle, the volume of the equipment can be kept small, and the tamper can be moved freely while the vibrator is operating. It is possible to perform continuous compaction construction of the ground, and since the control operation is easy, the compaction of the ground can be achieved with deep compaction effect while maintaining high efficiency construction and bottom cost construction. It is an object of the invention to provide a device. Another object of the present invention is that the ratio of the self-weight of the device to the vibrating force of the vibro can be increased relatively easily according to the present invention. The purpose is to develop a device that enables compaction of the ground or high efficiency construction at the same depth.
(ロ)発明の構成 <問題点を解決するための手段> 本発明振動クローラ式締固め装置は、上述の目的を達成
するために、以下に記載の各構成要件を具備する。(B) Configuration of the Invention <Means for Solving Problems> The vibrating crawler type compaction device of the present invention has the respective constituent features described below in order to achieve the above object.
(1)クローラ式自走車両のフレーム上起振器を直接搭
載したことを特徴とする振動クローラ式締固め装置。(1) A vibrating crawler type compaction device, which is directly mounted with an on-frame exciter of a crawler type self-propelled vehicle.
(2)自走用原動機および起振器に対し遠隔パワーユニ
ットから可撓性パイプを介して駆動エネルギーを供給す
るようにして成る上記第1項記載の振動クローラ式締固
め装置。(2) The vibration crawler type compaction device according to the above-mentioned item 1, wherein drive energy is supplied from a remote power unit to a self-propelled motor and an exciter through a flexible pipe.
(3)遠隔パワーユニットには、クローラ式自走車両の
走向制御手段を併設したことより成る上記第2項記載の
振動クローラ式締固め装置。(3) The vibration crawler type compaction device according to the above-mentioned item 2, wherein the remote power unit is provided with a traveling direction control means for the crawler type self-propelled vehicle.
<作用> クローラ式走向装置の上部に大容量の起振器、たとえば
起振力として数十tonないし百数十ton、加速力、数gな
いし10g、振動数、数百Hz程度のバイブロ機構を搭載す
る。しかしながら、それに伴って走向装置のクローラシ
ューの接地面積を広げれば、その際のシューの接地圧
を、たとえば2.0ton/m2程度に設定することが容易にで
きる。なお、一対のクローラシュー相互間の間隔は、片
側のクローラシューの巾よりも若干狭くしておくと締固
め施工の際、既施工区域とのラップが容易である。この
型式の振動クローラ機体の総重量に対して搭載する起振
器の容量を極めて大きくすることができるので自走式の
振動ローラなどの場合に較べて起振力/総重量が飛躍的
に増大し、地盤深く締固めが可能となり、また同一深度
であれば、高能率施工が実現可能である。また、自走式
であるためにバイブロ機構を作動させながらクローラを
移動させることができ、一層高能率の締固め施工を可能
にするし、さらにダンパーを移動するための付帯設備が
不用となって広い作業スペースを必要としないメリット
がある。<Operation> A large-capacity exciter, such as a vibrating force of several tens to hundreds of tens of tons, an acceleration force of several g to 10g, a vibration frequency of several hundreds of Hz, is installed above the crawler type striking device. Mount. However, if the ground contact area of the crawler shoe of the strike device is expanded accordingly, the ground pressure of the shoe at that time can be easily set to, for example, about 2.0 ton / m 2 . If the space between the pair of crawler shoes is made slightly narrower than the width of the crawler shoes on one side, it is easy to wrap with the already constructed area during compaction construction. Since the capacity of the vibrator installed on this machine can be made extremely large with respect to the total weight of the vibration crawler body, the vibration force / total weight is dramatically increased compared to the case of a self-propelled vibration roller. However, it is possible to compact the ground deeply, and if the depth is the same, highly efficient construction can be realized. Also, since it is a self-propelled type, it is possible to move the crawler while operating the vibro mechanism, which enables more efficient compaction construction, and the auxiliary equipment for moving the damper is unnecessary. It has the advantage of not requiring a large work space.
本発明装置のクローラシューの懸架機構および駆動なら
びに軸受機構は、充分に耐振および防塵対策を考慮した
設計にすることを要する。The suspension mechanism and drive and bearing mechanism of the crawler shoe of the device of the present invention need to be sufficiently designed in consideration of vibration resistance and dustproof measures.
バイブロおよび走向装置の駆動機構に必要なエネルギー
には、できるだけ電気またはは圧搾空気を利用して、装
置を作動させることにより環境汚染が生じないよう配慮
することが好ましい。水底地盤に対する締固め施工に用
いる場合にはバイブロおよび駆動用原動機はウォータプ
ルーフにしておくことが望ましいし、それによって防塵
効果も一層向上する。For the energy required for the drive mechanism of the vibro and the strike device, it is preferable to use electricity or compressed air as much as possible so as to prevent environmental pollution by operating the device. When it is used for compaction construction on the submarine ground, it is desirable that the vibro and the driving prime mover be water-proof, which further improves the dustproof effect.
上記の振動クローラ式締固め装置は、別に隔離して設備
したパワーユニットから、エエネルギー供給手段を介し
て駆動用エネルギーの供給を受けて操縦されてもよく、
その際は同時にパワーユニット側から走向機構の遠隔制
御を可能とすることもできる。之によって装置に搭載し
たバイブロの振動をパワーユニットから遮断することが
でき、そのためユニットの耐久性が向上する。このよう
なタイプの振動クローラ式締固め装置は、そのパワーユ
ニットを海上のバージに乗せ、振動クローラ式締固め装
置のみを水中底に沈めて水底地盤の締固め施工を遠隔操
作によって実施することができるからクレーン船等の付
帯設備を要さず低コストで高能率、かつ油汚染、海水汚
濁を極力少なくして、水底地盤に対し機動性が良好な造
成を可能にする。The above-mentioned vibration crawler type compaction device may be operated by receiving drive energy from a power unit separately provided separately through an energy supply means,
In that case, it is also possible to remotely control the strike mechanism from the power unit side. As a result, the vibration of the vibro mounted on the device can be isolated from the power unit, which improves the durability of the unit. In this type of vibration crawler compactor, the power unit can be placed on a barge on the sea, and only the vibration crawler compactor can be submerged in the underwater to perform compaction work on the subseabed by remote control. Therefore, it does not require auxiliary equipment such as a crane ship, is low in cost, has high efficiency, minimizes oil pollution and seawater pollution, and enables the creation of excellent maneuverability on the ground.
<実施例> 第1図は、本発明振動クローラ式締固め装置の一実施例
の全体構成と、前記振動クローラ式締固め装置による水
底地盤の締固め施工状態を示すもので、その(a)は側
面略図、その(b)は正面図、第2図(a)、(b)
は、振動クローラ式締固め装置のクローラ走行機構の拡
大側面図と、その断面略図で、図中、1はクローラ式自
走車両、2は、そのフレームで、その走行方向前後端に
は、第2図(a)に示すように駆動輪および従動輪を軸
支し、その間に巾広Wのクローラシュー3を懸け渡す。<Embodiment> FIG. 1 shows the overall configuration of an embodiment of the vibrating crawler type compacting device of the present invention and a state of compacting the submarine ground by the vibrating crawler type compacting device. Is a schematic side view, (b) is a front view, and FIG. 2 (a), (b)
1 is an enlarged side view of a crawler traveling mechanism of a vibration crawler type compaction device and a schematic cross-sectional view thereof, in which 1 is a crawler type self-propelled vehicle, 2 is its frame, and at its front and rear ends in the traveling direction, As shown in FIG. 2 (a), the driving wheel and the driven wheel are pivotally supported, and the wide W crawler shoe 3 is suspended between them.
上述クローラシュー3は、クローラ走行中心線に対して
対象に一対設けられ[第1図(b)参照]、両クローラ
シューは、それぞれ独立して駆動される。A pair of the above-mentioned crawler shoes 3 are provided symmetrically with respect to the crawler running center line [see FIG. 1 (b)], and both crawler shoes are independently driven.
フレーム2を挟むクローラシュー3の巾Wの内側縁相互
の間隔S<Wである。間隔Sの空間を利用して、フレー
ム2の上部に起振器4を搭載する。また、前記起振器
は、クローラシュー3の両外側部分を連結して架設した
型式のフレームの中央部に搭載するようにしても、その
目的を達成できることは説明する迄もない。そして本実
施例では起振器4は水密手段5によって、その周囲を外
界から遮断されている。再び第1図(a)を参照してク
ローラ走行機構および起振器4の原動機を動かすエネル
ギーは、別に設備したパワーユニット6から可撓性のエ
ネルギー供給手段(パイプ)7によって、供給する。本
実施例の場合は電力によって両者を駆動するようにして
いるが、陸上における締固め施工であれば、圧搾空気を
利用した原動機の駆動手段も採用可能である。The interval S <W between the inner edges of the width W of the crawler shoes 3 sandwiching the frame 2 is satisfied. The vibrator 4 is mounted on the upper part of the frame 2 by utilizing the space of the space S. Further, it goes without saying that the object can be achieved even if the exciter is mounted at the center of a frame of a type in which both outer side portions of the crawler shoe 3 are connected and erected. Further, in this embodiment, the vibrating unit 4 is shielded from the outside by a watertight means 5. Referring again to FIG. 1 (a), the energy for moving the crawler traveling mechanism and the prime mover of the exciter 4 is supplied from a separately provided power unit 6 by a flexible energy supply means (pipe) 7. In the case of the present embodiment, both are driven by electric power, but drive means for a prime mover using compressed air can also be adopted for compaction construction on land.
8は、水面に浮べたバージで、8にパワーユニット6を
積載し、ここから振動クローラにエネルギーを供給する
と共に、それぞれのクローラシュー3の駆動および駆動
方向を遠隔制御することができる。9は水底地盤であっ
て、捨石、埋め立て土砂等の締固め施工のために起振器
4を励起させながら、これに伴なってクローラ走向装置
を移動させるようにバージ8上で装置を制御すれば、振
動クローラの振動がパワーユニット6に伝導することが
なく、ユニットの故障発生率が低下する。振動力/自重
の比を従来の自走式振動ローラに較べて格段に大きくで
きるから深層に及ぶ締固め効果が得られるほか、自走式
であるために連続締固めができ、また別の移動用設備が
必要なく、高能率施工および低コスト施工が可能とな
る。Reference numeral 8 is a barge floating on the surface of the water. The power unit 6 is loaded on the barge 8, and energy can be supplied from the power unit 6 to the vibrating crawlers, and the drive and drive direction of each crawler shoe 3 can be remotely controlled. Reference numeral 9 denotes a submarine ground, which controls the device on the barge 8 so as to move the crawler strike device along with it while exciting the exciter 4 for compacting construction of rubble, landfill, etc. For example, the vibration of the vibration crawler is not transmitted to the power unit 6, and the failure rate of the unit is reduced. The vibration force / self-weight ratio can be significantly increased compared to the conventional self-propelled vibrating roller, so a deep compaction effect can be obtained, and since it is self-propelled, continuous compaction is possible and another movement High-efficiency construction and low-cost construction are possible without the need for equipment.
その際、クローラシュー3とフレーム2との間には起振
器4の励起に基く相互の上下振動が生じるので、クロー
ラシュー3の懸架機構としては、フレーム2の振動のた
めにクローラシュー3が走行中に懸架手段から脱れるこ
との無いよう高いリブと深い受入れ溝とにより両者の係
合を確実なものとする[第2図(b)参照]などの機構
を採用することが望ましい。At that time, mutual vertical vibrations are generated between the crawler shoe 3 and the frame 2 due to the excitation of the vibration generator 4, and therefore the crawler shoe 3 is suspended by the crawler shoe 3 due to the vibration of the frame 2. It is desirable to adopt a mechanism such as a high rib and a deep receiving groove so that the two can be securely engaged with each other so as not to come off from the suspension means during traveling [see FIG. 2 (b)].
第3図および第4図は、上述の本実施例による地盤の締
固め作用を示すもので、第3図(a)は、起振器4の振
動のパターンであり、x軸方向に時間t、y軸方向に起
振器の下向きの振巾の大きさを採ったものである。これ
に対して第3図(b)は、x軸方向を同様に時間軸と
し、y軸方向に締固め効果の大きさを採ると、地盤の締
固め効果と起振器4の振動数との関係を示すものとな
る。すなわち、起振器4の加速度が下向きのときにのみ
締固め効果が発生し、かつ、それが地盤に加算されて効
果を奏することが解る。3 and 4 show the compaction action of the ground according to the above-mentioned embodiment, and FIG. 3 (a) shows the vibration pattern of the vibration exciter 4 at the time t in the x-axis direction. , The downward swing of the exciter in the y-axis direction. On the other hand, in FIG. 3 (b), when the magnitude of the compaction effect is taken in the y-axis direction with the time axis in the x-axis direction as well, the compaction effect of the ground and the frequency of the vibration exciter 4 are shown. Will be shown. That is, it can be seen that the compaction effect occurs only when the acceleration of the vibrator 4 is downward, and the effect is obtained by adding it to the ground.
第4図は本実施例振動クローラによる地盤の締固め工程
を示し、その(a)は、側面図であって起振器4を励起
して、上下方向に振動を生じさせ地盤を締固め(たとえ
ば同一地盤を3回)ながらクローラシュー3を矢印方向
に駆動し、振動クローラを地盤に対して直線的に進行、
自走させている状態を表わす。FIG. 4 shows a step of compacting the ground by the vibrating crawler of the present embodiment. FIG. 4 (a) is a side view of the vibrating crawler 4 for exciting the exciter 4 to vertically vibrate to compact the ground ( While driving the crawler shoe 3 in the direction of the arrow while moving the same ground three times), the vibration crawler advances linearly with respect to the ground,
Indicates a self-propelled state.
(b)は、その正面図で、その結果、地盤は、シュー3
の接地面の広さWに近似した区画の締固め(数mの深
さ)がなされるが、その際には巾Sの地盤は、締固めが
行なわれないまま残る。なお、シュー3の接地面側縁部
分の締固めも充分とは云えない。(B) is the front view, and as a result, the ground is the shoe 3
A section similar to the width W of the ground contact surface is compacted (depth of several meters), but at this time, the ground of width S remains uncompacted. It should be noted that compaction of the edge portion of the shoe 3 on the ground contact surface side cannot be said to be sufficient.
(c)は、締固め施工をしながら一筋終了後、自走、後
退し、その際、巾寄せしてシュー3の接地面を(b)工
程に対して30cm程度ラップさせ、地盤に対して均等な締
固め効果を生じさせる。(C) is self-propelled and retreats after completion of one line while carrying out compaction construction, and at that time, pulling it close to lap the ground contact surface of the shoe 3 for about 30 cm with respect to the step (b), and to the ground Produces an even compaction effect.
(d)後退による地盤の締固め施工が一応終了して再度
前進に移るときは、巾寄せしてシュー3の接地面を
(c)工程に対し、同じく30cm程度、ラップさせる。(D) When the ground compaction construction due to retreat ends for a time and moves forward again, the width of the shoe 3 is adjusted to lap the ground contact surface of the shoe 3 for the step (c) by about 30 cm.
以上、説明した工程を実施するためにはWとSとの関係
が或る程度の制約を受けることになる。As described above, in order to carry out the process described above, the relationship between W and S is subject to some restrictions.
以上、説明の本実施例では、もっぱら水(海)底地盤の
改良工事の場合に使用される振動クローラ式締固め装置
および、その作用、効果について述べて来たが、これら
の点は陸上地盤の締固め施工に用いるときにも充分発揮
されるものである。In this embodiment described above, the vibrating crawler type compaction device used exclusively for the improvement work of the water (sea) bottom ground, and its operation and effect have been described. It is also fully used when used for compaction construction.
その際、起振器4に水密手段5を施した場合はバイブレ
ータの振動音遮断機構としても機能する。以上のとおり
である本実施例に(1)不陸上の走行、(2)トラフィ
カビリティ、(3)位置制御が容易であって、しかも締
固め施工の品質管理が容易に行なわれる、と云った効果
がある。その他の点の作用、効果については、さきに述
べた<作用>の項を参照されたい。At this time, when the watertight means 5 is applied to the vibration generator 4, it also functions as a vibration sound blocking mechanism of the vibrator. According to the present embodiment as described above, it is said that (1) traveling on land, (2) trafficability, (3) position control are easy, and quality control of compaction construction is easy. effective. For the actions and effects of other points, refer to the <Action> section described above.
(ハ)発明の効果 本発明振動クローラ式締固め装置によれば、 (1)自走式であって締固め施工をしながら移動ができ
るので高能率であり、(2)振動ローラに比べ起振力/
自重が飛躍的に大であるから深層に及ぶ締固めが可能に
なり、また同一深度であれば高能率施工ができ、(3)
陸上の施工の場合タンパー移動のためのクローラクレー
ン、ウィンチその他の付帯設備が不用であり、海上施工
ではクレーン船を必要としないので、前述(1)および
(2)記載の条件と相俟って低コストの施工が可能にな
る上に、(4)陸上の施工では(3)に述べたとおりだ
から位置の制御が容易で作業スペースを小さくすること
ができると云った、従来技術には期待することができな
い作用、効果を奏するものとなる。(C) Effects of the Invention According to the vibrating crawler type compaction device of the present invention, (1) it is self-propelled and can move while performing compaction construction, so it is highly efficient, and (2) it is more efficient than the vibrating roller. Swing force /
Since its own weight is dramatically large, it is possible to perform compaction down to a deep layer, and if the depth is the same, highly efficient construction is possible. (3)
In the case of onshore construction, crawler cranes, winches and other incidental equipment for tamper movement are not required, and a crane ship is not required for offshore construction, so in combination with the conditions described in (1) and (2) above. In addition to enabling low-cost construction, (4) On-shore construction is as described in (3), so position control is easy and the work space can be reduced. The action and effect cannot be achieved.
第1図は、本発明振動クローラ式締固め装置の一実施例
の全体構成と、前記クローラによる水底地盤の締固め施
工状況を示し、第2図は本振動クローラの走行機構の拡
大側面図およびその要部断面図、第3図は起振器の作動
と、締固め作用との関連を示し、第4図は本振動クロー
ラを用いた地盤固めの作業工程順序を示す。 1……クローラ走向装置、2……フレーム、 3……クローラシュー、4……起振器、、 5……水密手段、6……パワーユニット、 7……可撓性エネルギー供給パイプ、 8……バージ。FIG. 1 shows the overall construction of an embodiment of a vibrating crawler type compacting device of the present invention, and the state of compacting construction of a water bottom ground by the crawler, and FIG. 2 is an enlarged side view of a traveling mechanism of the vibrating crawler and A cross-sectional view of the main part thereof, FIG. 3 shows the relation between the operation of the vibrator and the compaction action, and FIG. 4 shows the work process sequence of the soil consolidation using the present vibration crawler. 1 ... crawler striking device, 2 ... frame, 3 ... crawler shoe, 4 ... vibrator, 5 ... watertight means, 6 ... power unit, 7 ... flexible energy supply pipe, 8 ... Barge.
Claims (3)
を直接搭載したことを特徴とする振動クローラ式締固め
装置。1. A vibrating crawler type compaction device in which an exciter is directly mounted on a frame of a crawler type self-propelled vehicle.
ーユニットから可撓性パイプを介して駆動エネルギーを
供給するようにして成る特許請求の範囲第1項記載の振
動クローラ式締固め装置。2. A vibrating crawler type compactor according to claim 1, wherein drive energy is supplied from a remote power unit to the self-propelled motor and the exciter through a flexible pipe.
車両の走向制御手段を併設したことより成る特許請求の
範囲第2項記載の振動クローラ式締固め装置。3. The vibration crawler type compaction device according to claim 2, wherein the remote power unit is provided with running control means for the crawler type self-propelled vehicle.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP31251686A JPH0723609B2 (en) | 1986-12-29 | 1986-12-29 | Vibration crawler type compactor |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP31251686A JPH0723609B2 (en) | 1986-12-29 | 1986-12-29 | Vibration crawler type compactor |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS63167805A JPS63167805A (en) | 1988-07-11 |
| JPH0723609B2 true JPH0723609B2 (en) | 1995-03-15 |
Family
ID=18030164
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP31251686A Expired - Fee Related JPH0723609B2 (en) | 1986-12-29 | 1986-12-29 | Vibration crawler type compactor |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0723609B2 (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO1997047823A1 (en) * | 1996-06-12 | 1997-12-18 | Komatsu Ltd. | Crawler type vibratory compacting machine |
Families Citing this family (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH076176Y2 (en) * | 1988-10-07 | 1995-02-15 | 満 丸山 | Consolidation machine |
| JP2516831Y2 (en) * | 1989-07-20 | 1996-11-13 | 西部電気工業株式会社 | Self-propelled roller compactor |
| CN107503339B (en) * | 2017-09-30 | 2023-02-28 | 中国海洋大学 | Site compactor used in hydraulic reclamation process |
| CN107816035B (en) * | 2017-10-30 | 2018-11-27 | 江苏源清环保科技有限公司 | A kind of tamping unit of Phase of Electric Power Projects |
| CN113026713A (en) * | 2021-03-10 | 2021-06-25 | 陈舒祺 | Environment-friendly energy-saving rammer for building construction |
-
1986
- 1986-12-29 JP JP31251686A patent/JPH0723609B2/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO1997047823A1 (en) * | 1996-06-12 | 1997-12-18 | Komatsu Ltd. | Crawler type vibratory compacting machine |
Also Published As
| Publication number | Publication date |
|---|---|
| JPS63167805A (en) | 1988-07-11 |
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