JPH0768684B2 - Laying machine - Google Patents
Laying machineInfo
- Publication number
- JPH0768684B2 JPH0768684B2 JP2307586A JP30758690A JPH0768684B2 JP H0768684 B2 JPH0768684 B2 JP H0768684B2 JP 2307586 A JP2307586 A JP 2307586A JP 30758690 A JP30758690 A JP 30758690A JP H0768684 B2 JPH0768684 B2 JP H0768684B2
- Authority
- JP
- Japan
- Prior art keywords
- screed
- hydraulic
- weight
- cylinder chamber
- leveling
- 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
- 239000010720 hydraulic oil Substances 0.000 claims description 16
- 239000000463 material Substances 0.000 claims description 8
- 230000007246 mechanism Effects 0.000 claims description 7
- 239000003921 oil Substances 0.000 claims description 6
- 239000013585 weight reducing agent Substances 0.000 claims description 3
- 239000010426 asphalt Substances 0.000 description 19
- 239000000203 mixture Substances 0.000 description 15
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 4
- 230000008859 change Effects 0.000 description 3
- 230000000694 effects Effects 0.000 description 2
- 239000012530 fluid Substances 0.000 description 2
- 229910052742 iron Inorganic materials 0.000 description 2
- 230000009471 action Effects 0.000 description 1
- 230000009467 reduction Effects 0.000 description 1
- 230000004044 response Effects 0.000 description 1
- 230000007480 spreading Effects 0.000 description 1
Landscapes
- Road Paving Machines (AREA)
Description
【発明の詳細な説明】 〔産業上の利用分野〕 本発明は、アスファルト合材等の舗装材を路盤に舗装し
て道路を作るために用いられるアスファルトフィニッシ
ャ等の敷均し機械に関する。TECHNICAL FIELD The present invention relates to a leveling machine such as an asphalt finisher used for paving a pavement material such as an asphalt mixture material on a roadbed to make a road.
従来のアスファルトフィニッシャにおいては、アスファ
ルト合材の締固めをスクリードの自重で行っているの
で、合材の硬さの違いによって、スクリードの合材に対
する沈み量が変化し、舗装後の合材の厚さが異なってし
まうという欠点がある。In the conventional asphalt finisher, since the asphalt mixture is compacted by the screed's own weight, the difference in hardness of the mixture changes the amount of sinking of the screed with respect to the mixture and the thickness of the mixture after paving. However, there is a drawback that they are different.
そこで、本発明の出願人は、走行車体とスクリードの間
に、油圧源から減重側シリンダ室に配管を通じて供給さ
れる作動油によって縮小させられてスクリードを該スク
リードの重量よりも小さい力で持ち上げるように作用す
る油圧シリンダを設け、上記配管に、作動油の圧力を減
圧する減圧弁を設けた敷均し機械を開発した(実開平2
−129407号公報)。Therefore, the applicant of the present invention lifts the screed with a force smaller than the weight of the screed by being reduced by the hydraulic oil supplied from the hydraulic source to the weight reduction side cylinder chamber between the traveling vehicle body and the screed by the piping. We have developed a leveling machine that is equipped with a hydraulic cylinder that works like this, and a pressure reducing valve that reduces the pressure of hydraulic oil in the pipe (actual flat 2
-129407 publication).
この新しい敷均し機械によれば、アスファルト合材が軟
らかくても、油圧シリンダを作動させることによりスク
リードの重量を実質的に軽減してその沈み量を一定に保
ち、アスファルト合材の厚さを精度よく所定の厚さにす
ることができる。According to this new leveling machine, even if the asphalt mixture is soft, the hydraulic cylinder is activated to substantially reduce the weight of the screed and keep the amount of sinking constant, thus maintaining the thickness of the asphalt mixture. The thickness can be accurately set to a predetermined value.
ところが、減圧弁は一般的に減圧範囲(圧力調整範囲)
があるため、スクリードの見掛け自重を100%の範囲で
調整することができない。すなわち、仮に自重2000kgの
スクリードがあったとすると、上記従来の敷均し機械で
は見掛け自重が、例えば0〜1800kgの範囲でしか調整す
ることができず、1800〜2000kg間の抜け部分ができると
言う不都合がある。なお、1800kgという数値は減圧弁等
によって異なり一概には言えない。However, the pressure reducing valve is generally in the pressure reducing range (pressure adjusting range).
Therefore, the apparent weight of the screed cannot be adjusted within the range of 100%. That is, if there is a screed having a self-weight of 2000 kg, it can be said that the apparent self-weight can be adjusted only in the range of 0 to 1800 kg in the above-mentioned conventional leveling machine, and a dropout portion between 1800 and 2000 kg can be made. There is inconvenience. The value of 1800 kg depends on the pressure reducing valve etc. and cannot be said in a general way.
また、アスファルト合材の舗装厚は、舗装路面の前後方
向や左右方向の傾斜、或いは敷均し速度等によっても微
妙に変化し、変化条件が重畳するような場合無視できな
くなるが、上記従来の敷均し機械は、そのような舗装厚
の変化に追随して精度良く舗装することができないとい
う不満がある。これは、舗装厚を自動制御する自動式の
敷均し機械において大きな欠点となる。Further, the pavement thickness of the asphalt mixture changes subtly with the inclination of the paved road surface in the front-rear direction or the left-right direction, or the leveling speed, and cannot be ignored if the changing conditions overlap, but the above-mentioned conventional The leveling machine is dissatisfied with the fact that it cannot follow the change in the pavement thickness with high precision. This is a major drawback in an automatic leveling machine that automatically controls pavement thickness.
本発明は、スクリードの見掛け重量を、スクリードの実
際の重量よりも、遠隔的かつ即座に軽くしたり重くした
りして、種々の舗装材料に対して精度良く舗装すること
ができる敷均し機械を提供することを目的とする。INDUSTRIAL APPLICABILITY The present invention provides a laying machine capable of remotely and instantly making the apparent weight of a screed lighter or heavier than the actual weight of the screed, thereby accurately paving various paving materials. The purpose is to provide.
上記の目的を達成するために、本発明に係る敷均し機械
は、走行車両に、上下に揺動可能にレベリングアームが
設けられるとともに、このレベリングアームの揺動端部
に、舗装材を敷き均すスクリードが取り付けられた敷均
し機械において、上記走行車両とスクリードの間に、油
圧パワーユニットから加重側シリンダ室に第1配管を通
じて供給される作動油によって伸長させられてスクリー
ドを下に押し、また油圧パワーユニットから減重側シリ
ンダ室に第2配管を通じて供給される作動油によって縮
小させられてスクリードを該スクリードの重量よりも小
さい力で持ち上げるように作用する油圧シリンダを設
け、上記第1配管に、油圧パワーユニットから加重側シ
リンダ室に供給される作動油を設定圧力に減圧する、任
意の設定圧力に遠隔設定可能なリリーフ機構付き第1減
圧弁を設け、また上記第2配管に、油圧パワーユニット
から減重側シリンダ室に供給される作動油を設定圧力に
減圧する、任意の設定圧力に遠隔設定可能なリリーフ機
構付き第2減圧弁を設けた構成とした。In order to achieve the above object, a leveling machine according to the present invention provides a traveling vehicle with a leveling arm capable of swinging up and down, and laying a paving material on a swinging end of the leveling arm. In a leveling machine equipped with a leveling screed, between the traveling vehicle and the screed is extended by hydraulic oil supplied from the hydraulic power unit to the weight side cylinder chamber through the first pipe to push the screed downward, Further, a hydraulic cylinder that is reduced by the hydraulic oil supplied from the hydraulic power unit to the depressurizing side cylinder chamber through the second pipe to lift the screed with a force smaller than the weight of the screed is provided, and the first pipe is connected to the first pipe. , Reduces the hydraulic oil supplied from the hydraulic power unit to the weight side cylinder chamber to a set pressure, remote to any set pressure A first pressure reducing valve with a adjustable relief mechanism is provided, and the second pipe is configured to reduce the hydraulic oil supplied from the hydraulic power unit to the weight reducing side cylinder chamber to a set pressure, which can be remotely set to any set pressure. A second pressure reducing valve with a relief mechanism is provided.
加重側シリンダ室に作動油を供給すると、油圧シリンダ
は伸長してスクリードを下に押す。この際、第1減圧弁
が働いて作動油を設定圧力に保つ。スクリードは油圧シ
リンダで押された分、見掛け重量を増す。When hydraulic oil is supplied to the weight side cylinder chamber, the hydraulic cylinder extends and pushes the screed downward. At this time, the first pressure reducing valve operates to keep the hydraulic oil at the set pressure. The screed increases the apparent weight because it is pushed by the hydraulic cylinder.
また、減重側シリンダ室に作動油を供給すると、油圧シ
リンダは縮小してスクリードを上に付勢する。この際、
第2減圧弁が働いて作動油を設定圧力に保つ。スクリー
ドは油圧シリンダで上に付勢された分、見掛け重量を減
ずる。When hydraulic fluid is supplied to the weight reducing side cylinder chamber, the hydraulic cylinder contracts and urges the screed upward. On this occasion,
The second pressure reducing valve works to keep the hydraulic oil at the set pressure. The screed is urged upward by the hydraulic cylinder, which reduces the apparent weight.
以下、図面を参照して本発明のアスファルトフィニッシ
ャに適用した一実施例を説明する。An embodiment applied to the asphalt finisher of the present invention will be described below with reference to the drawings.
第1図中符号1は、その基本構造が周知であるアスファ
ルトフィニッシャAFの走行車両である。この走行車両1
は、車体2、車輪3、運転席4等から構成されている。Reference numeral 1 in FIG. 1 denotes a traveling vehicle of an asphalt finisher AF whose basic structure is well known. This traveling vehicle 1
Is composed of a vehicle body 2, wheels 3, a driver's seat 4, and the like.
走行車両1の車体2の前部には、アスファルト合材(舗
装材)を貯留するホッパ5が設けられている。このホッ
パ5内のアスファルト合材は、車体下部のフィーダ(図
示略)によって車体後方(第1図で右方)に移送された
後、スクリュ(図示略)によって左右に均等に広げら
れ、左右一対のスクリード6によって敷き均されるよう
になっている。A hopper 5 for storing an asphalt mixture (paving material) is provided in the front part of the vehicle body 2 of the traveling vehicle 1. The asphalt mixture in the hopper 5 is transferred to the rear of the vehicle body (rightward in FIG. 1) by a feeder (not shown) at the lower part of the vehicle body, and then spread evenly left and right by a screw (not shown) to form a left-right pair. The screed 6 of FIG.
スクリード6は、走行車両1の車体に上下に揺動可能に
設けられたレベリングアーム7の揺動端部に懸吊された
状態で取り付けられ、フローティング式となっている。The screed 6 is attached to the vehicle body of the traveling vehicle 1 in a suspended state at a swinging end of a leveling arm 7 that is vertically swingably provided, and is of a floating type.
レベリングアーム7は車体2の両側部において、前端部
が支持軸8を介して車体2に軸支され、かつ車体2の前
後方向に延びており、揺動端部である後端部に、前記ス
クリード6が取り付けられている。なお、支持軸8は、
ピボットシリンダ9によって上下に移動操作されるよう
になっている。The front ends of the leveling arms 7 are pivotally supported by the vehicle body 2 via support shafts 8 on both sides of the vehicle body 2 and extend in the front-rear direction of the vehicle body 2. The screed 6 is attached. The support shaft 8 is
It is adapted to be moved up and down by the pivot cylinder 9.
そして、前記運転席4と前記スクリードとの間に、油圧
シリンダ10が設けられている。この油圧シリンダ10は、
シリンダ本体10aとロッド10bからなり、シリンダ本体10
aの端部が運転席4に、ロッド10bの端部がレベリングア
ーム7の後端部に、それぞれ回動可能にピン結合されて
いる。A hydraulic cylinder 10 is provided between the driver's seat 4 and the screed. This hydraulic cylinder 10
Cylinder body 10a and rod 10b
The end of a is connected to the driver's seat 4 and the end of the rod 10b is connected to the rear end of the leveling arm 7 so as to be rotatable.
第2図の符号11は、この油圧シリンダ10に連設される油
圧回路を示しており、図中12は油圧パワーユニット、13
はリリーフ弁、14、15はそれぞれリリーフ機構付き減圧
弁である。減圧弁14は、油圧パワーユニット12を油圧シ
リンダ10の加重(伸長)側シリンダ室Saに接続した配管
Paに設けられ、また減圧弁15は、油圧パワーユニット12
を油圧シリンダ10の減重(縮小)側シリンダ室Sbに接続
した配管Pbに設けられており、両減圧弁14,15共、遠隔
操作が可能とされている。Reference numeral 11 in FIG. 2 indicates a hydraulic circuit connected to the hydraulic cylinder 10. Reference numeral 12 in the drawing denotes a hydraulic power unit and 13
Is a relief valve, and 14 and 15 are pressure reducing valves with a relief mechanism. The pressure reducing valve 14 is a pipe connecting the hydraulic power unit 12 to the weight (extension) side cylinder chamber Sa of the hydraulic cylinder 10.
The pressure reducing valve 15 provided in the Pa is provided in the hydraulic power unit 12
Is provided in the pipe Pb connected to the weight reduction (reduction) side cylinder chamber Sb of the hydraulic cylinder 10, and both pressure reducing valves 14 and 15 can be remotely operated.
なお、第2図は油圧回路の基本的な構成だけを示してお
り、実際には、減圧弁14とシリンダ室Saの間の配管Paに
は、油圧シリンダ10を縮小させる場合に減圧弁14とシリ
ンダ室Saの連絡を断ってシリンダ室Sa内の作動油を油タ
ンクに逃がす逃し回路が設けられ、また減圧弁15とシリ
ンダ室Sbの間の配管Pbには、油圧シリンダ10を伸長させ
る場合に減圧弁15とシリンダ室Sbの連絡を断ってシリン
ダ室Sb内の作動油を油タンクに逃がす逃し回路が設けら
れている。Note that FIG. 2 shows only the basic configuration of the hydraulic circuit. In practice, the pipe Pa between the pressure reducing valve 14 and the cylinder chamber Sa has a pressure reducing valve 14 when the hydraulic cylinder 10 is reduced. When the hydraulic cylinder 10 is extended, a relief circuit is provided to disconnect the hydraulic fluid in the cylinder chamber Sa to the oil tank by disconnecting from the cylinder chamber Sa, and to the pipe Pb between the pressure reducing valve 15 and the cylinder chamber Sb. A relief circuit is provided for disconnecting the pressure reducing valve 15 and the cylinder chamber Sb to release the hydraulic oil in the cylinder chamber Sb to the oil tank.
上記アスファルトフィニッシャAFによれば、油圧シリン
ダ10によりレベリングアーム7を介してスクリード6を
所望の舗装圧が得られるようにするとともに、油圧シリ
ンダ10における油圧回路11中の減圧弁14,15の設定圧力
を任意の値に遠隔設定することにより、油圧シリンダ10
のロッド10bの進出力を変化させ、スクリード6の舗装
面に対する面圧を調節する。According to the asphalt finisher AF described above, the hydraulic cylinder 10 allows the screed 6 to obtain a desired paving pressure via the leveling arm 7, and the set pressures of the pressure reducing valves 14 and 15 in the hydraulic circuit 11 in the hydraulic cylinder 10 are set. By remotely setting to any value, the hydraulic cylinder 10
The advancing output of the rod 10b is changed to adjust the surface pressure of the screed 6 on the pavement surface.
すなわち、加重側シリンダ室Saに作動油を供給すると、
油圧シリンダ10は伸長してスクリード6を下に押すの
で、スクリード6の見掛け重量が増し、アスファルト合
材はスクリード6の自重よりも大きい力で敷き均され
る。アスファルト合材が硬い場合にこのように操作して
舗装厚を所定の厚さにする。That is, when hydraulic oil is supplied to the weight side cylinder chamber Sa,
Since the hydraulic cylinder 10 extends and pushes the screed 6 downward, the apparent weight of the screed 6 increases, and the asphalt mixture is spread with a force larger than the self-weight of the screed 6. When the asphalt mixture is hard, the pavement thickness is set to a predetermined value by performing the above operation.
また、減重側シリンダ室Sbに作動油を供給すると、油圧
シリンダ10は縮小してスクリード6を上に付勢するの
で、スクリード6の見掛け重量が減じ、アスファルト合
材はスクリード6の自重よりも小さい力で敷き均され
る。アスファルト合材が軟らかい場合にこのように操作
して舗装厚を所定の厚さにする。Further, when hydraulic oil is supplied to the weight reducing side cylinder chamber Sb, the hydraulic cylinder 10 contracts and biases the screed 6 upward, so that the apparent weight of the screed 6 is reduced and the asphalt mixture material is less than the own weight of the screed 6. It is spread with a small force. When the asphalt mixture is soft, the pavement thickness is set to a predetermined value by operating in this way.
両減圧弁14,15は遠隔操作できるので、アスファルト合
材の硬さなど舗装条件が変わったような場合に、直ち
に、減圧弁の設定圧力を遠隔操作によって調節し、舗装
を中断することなくそのまま継続する。Both pressure reducing valves 14 and 15 can be operated remotely, so if the pavement conditions such as the hardness of the asphalt mix change, the pressure reducing valve set pressure can be immediately adjusted by remote control without paving. continue.
以上説明したように、本発明の敷均し機械は、走行車両
に、上下に揺動可能にレベリングアームが設けられると
ともに、このレベリングアームの揺動端部に、舗装材を
敷き均すスクリードが取り付けられた敷均し機械におい
て、上記走行車両とスクリードの間に、油圧パワーユニ
ットから加重側シリンダ室に第1配管を通じて供給され
る作動油によって伸長させられてスクリードを下に押
し、また油圧パワーユニットから減重側シリンダ室に第
2配管を通じて供給される作動油によって縮小させられ
てスクリードを該スクリードの重量よりも小さい力で持
ち上げるように作用する油圧シリンダが設けられ、上記
第1配管には、油圧パワーユニットから加重側シリンダ
室に供給される作動油を設定圧力に減圧する、任意の設
定圧力に遠隔設定可能なリリーフ機構付き第1減圧弁が
設けられ、また上記第2配管には、油圧パワーユニット
から減重側シリンダ室に供給される作動油を設定圧力に
減圧する、任意の設定圧力に遠隔設定可能なリリーフ機
構付き第2減圧弁が設けられた構成とされているので、
次の効果がある。As described above, in the leveling machine of the present invention, the traveling vehicle is provided with the leveling arm capable of swinging up and down, and the swinging end of the leveling arm is provided with the screed for spreading the leveling material. In the installed leveling machine, between the traveling vehicle and the screed, the hydraulic oil is extended from the hydraulic power unit to the load side cylinder chamber through the first pipe to push the screed downward, and also from the hydraulic power unit. A hydraulic cylinder is installed in the depressurization side cylinder chamber to reduce the hydraulic oil supplied through the second pipe to lift the screed with a force smaller than the weight of the screed. The operating oil supplied from the power unit to the weight side cylinder chamber is reduced to the set pressure, which can be set remotely to any set pressure. A first pressure reducing valve with a relief mechanism is provided, and the second pipe reduces the operating oil supplied from the hydraulic power unit to the depressurizing side cylinder chamber to a set pressure, which can be remotely set to any set pressure. Since the second pressure reducing valve with a relief mechanism is provided,
It has the following effects.
第2減圧弁を使用することによりスクリードの重量を
実質的に軽減することができる上、第1減圧弁を使用す
ることにより、第2減圧弁の前述の抜け部分を埋めてス
クリードの見掛け重量を実際の重量よりも大きくするこ
とができる。By using the second pressure reducing valve, the weight of the screed can be substantially reduced, and by using the first pressure reducing valve, the above-mentioned missing portion of the second pressure reducing valve is filled to reduce the apparent weight of the screed. It can be larger than the actual weight.
したがって、実際の重量が2000kgのスクリードの見掛
け重量を、例えば0〜3000kg(油圧シリンダ10の加圧力
が1000kgとした場合。但し、走行車両1が浮いて走行に
支障が出ないことを条件とする。)の範囲で舗装条件に
適合させて舗装厚の精度をあげ、最良の状態で舗装をす
ることができる。Therefore, the apparent weight of a screed having an actual weight of 2000 kg is, for example, 0 to 3000 kg (when the pressing force of the hydraulic cylinder 10 is 1000 kg. However, provided that the traveling vehicle 1 does not float and does not interfere with traveling. It is possible to improve the accuracy of the pavement thickness by adapting it to the pavement condition within the range of (.
遠隔操作によって両減圧弁の設定圧力を自由に調節す
ることができるので、舗装条件が刻々と変化するような
場合でも、それに対応してスクリードの見掛け重量を直
ちに調節して、舗装を中断せずに継続することができ
る。Since the set pressure of both pressure reducing valves can be freely adjusted by remote control, even if the paving conditions change from moment to moment, the apparent weight of the screed can be adjusted immediately in response to the paving without interruption. You can continue to.
第1図は本発明が適用されたアスファルトフィニッシャ
の側面図、第2図は油圧シリンダに連設された油圧回路
である。 1…走行車両、6…スクリード 7…レベリングアーム、10…油圧シリンダ 14,15…減圧弁、Pa,Pb…配管 Sa,Sb…シリンダ室 AF…アスファルトフィニッシャ(敷均し機械)。FIG. 1 is a side view of an asphalt finisher to which the present invention is applied, and FIG. 2 is a hydraulic circuit connected to a hydraulic cylinder. 1 ... traveling vehicle, 6 ... screed 7 ... leveling arm, 10 ... hydraulic cylinder 14,15 ... pressure reducing valve, Pa, Pb ... piping Sa, Sb ... cylinder chamber AF ... asphalt finisher (laying machine).
───────────────────────────────────────────────────── フロントページの続き (72)発明者 仲鉢 憲一 群馬県群馬郡群馬町棟高730番地 株式会 社新潟鉄工所高崎工場内 (72)発明者 山口 一郎 神奈川県横浜市磯子区新磯子町27番地 株 式会社新潟鉄工所開発センター内 (56)参考文献 特開 昭60−23503(JP,A) 実開 平2−129407(JP,U) ─────────────────────────────────────────────────── ─── Continuation of the front page (72) Inventor Kenichi Nakabachi, 730, Mitsutaka, Gunma-gun, Gunma-gun Gunma Prefecture Niigata Iron Works Takasaki Plant (72) Ichiro Yamaguchi, 27, Isogo-cho, Isogo-ku, Yokohama, Kanagawa Prefecture Niigata Iron Works Development Center Co., Ltd. (56) References JP-A-60-23503 (JP, A) Actual Kaihei 2-129407 (JP, U)
Claims (1)
アームが設けられるとともに、このレベリングアームの
揺動端部に、舗装材を敷き均すスクリードが取り付けら
れた敷均し機械において、上記走行車両とスクリードの
間に、油圧パワーユニットから加重側シリンダ室に第1
配管を通じて供給される作動油によって伸長させられて
スクリードを下に押し、また油圧パワーユニットから減
重側シリンダ室に第2配管を通じて供給される作動油に
よって縮小させられてスクリードを該スクリードの重量
よりも小さい力で持ち上げるように作用する油圧シリン
ダが設けられ、上記第1配管には、油圧パワーユニット
から加重側シリンダ室に供給される作動油を設定圧力に
減圧する、任意の設定圧力に遠隔設定可能なリリーフ機
構付き第1減圧弁が設けられ、また上記第2配管には、
油圧パワーユニットから減重側シリンダ室に供給される
作動油を設定圧力に減圧する、任意の設定圧力に遠隔設
定可能なリリーフ機構付き第2減圧弁が設けられたこと
を特徴とする敷均し機械。1. A leveling machine in which a traveling vehicle is provided with a leveling arm capable of swinging up and down, and a swinging end of the leveling arm is provided with a screed for leveling paving material. Between the traveling vehicle and the screed, from the hydraulic power unit to the load side cylinder chamber
The screed is stretched by the hydraulic oil supplied through the pipe to push the screed downward, and is reduced by the hydraulic oil supplied from the hydraulic power unit to the weight reduction side cylinder chamber through the second pipe so that the screed is less than the weight of the screed. A hydraulic cylinder that acts so as to lift it with a small force is provided, and the first pipe reduces the operating oil supplied from the hydraulic power unit to the weight side cylinder chamber to a set pressure, and can be set remotely to any set pressure. A first pressure reducing valve with a relief mechanism is provided, and the second pipe is
A leveling machine characterized by being provided with a second pressure reducing valve with a relief mechanism capable of remotely setting an arbitrary set pressure for reducing the working oil supplied from the hydraulic power unit to the depressurizing side cylinder chamber to a set pressure. .
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2307586A JPH0768684B2 (en) | 1990-11-14 | 1990-11-14 | Laying machine |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2307586A JPH0768684B2 (en) | 1990-11-14 | 1990-11-14 | Laying machine |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH04179709A JPH04179709A (en) | 1992-06-26 |
| JPH0768684B2 true JPH0768684B2 (en) | 1995-07-26 |
Family
ID=17970850
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP2307586A Expired - Fee Related JPH0768684B2 (en) | 1990-11-14 | 1990-11-14 | Laying machine |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0768684B2 (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104454691A (en) * | 2013-09-25 | 2015-03-25 | 陕西中大机械集团有限责任公司 | Hydraulic circuit used for controlling spiral lifting oil cylinder and track tensioning oil cylinders of paving machine |
| EP2233641B2 (en) † | 2009-03-09 | 2017-03-01 | BOMAG GmbH | Hydraulic control assembly for the screed of a road finisher |
Families Citing this family (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP6029941B2 (en) * | 2012-11-08 | 2016-11-24 | 住友重機械工業株式会社 | Image generator for paving machines |
| US10624263B2 (en) * | 2016-06-21 | 2020-04-21 | Macdon Industries Ltd | Crop machine with an electronically controlled hydraulic cylinder flotation system |
| US9968033B2 (en) * | 2016-06-21 | 2018-05-15 | Macdon Industries Ltd. | Crop machine with an electronically controlled hydraulic cylinder flotation system |
| CN113833275A (en) * | 2021-09-11 | 2021-12-24 | 泽庆建设工程有限公司 | Pressure self-adaptive house ground leveling machine |
Family Cites Families (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0712403Y2 (en) * | 1989-03-29 | 1995-03-22 | 株式会社新潟鐵工所 | Spreading and leveling machine |
| JPH02261105A (en) * | 1989-03-31 | 1990-10-23 | Niigata Eng Co Ltd | Pavement thickness measuring device in leveling machine |
-
1990
- 1990-11-14 JP JP2307586A patent/JPH0768684B2/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP2233641B2 (en) † | 2009-03-09 | 2017-03-01 | BOMAG GmbH | Hydraulic control assembly for the screed of a road finisher |
| CN104454691A (en) * | 2013-09-25 | 2015-03-25 | 陕西中大机械集团有限责任公司 | Hydraulic circuit used for controlling spiral lifting oil cylinder and track tensioning oil cylinders of paving machine |
Also Published As
| Publication number | Publication date |
|---|---|
| JPH04179709A (en) | 1992-06-26 |
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