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JPH0211686B2 - - Google Patents
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JPH0211686B2 - - Google Patents

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Publication number
JPH0211686B2
JPH0211686B2 JP63194570A JP19457088A JPH0211686B2 JP H0211686 B2 JPH0211686 B2 JP H0211686B2 JP 63194570 A JP63194570 A JP 63194570A JP 19457088 A JP19457088 A JP 19457088A JP H0211686 B2 JPH0211686 B2 JP H0211686B2
Authority
JP
Japan
Prior art keywords
slope
pressure
contact pressure
pavement
rolling
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
Application number
JP63194570A
Other languages
Japanese (ja)
Other versions
JPS6490303A (en
Inventor
Atsutoshi Takeda
Yukio Tanaka
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.)
EGAWA KIKAI KK
NIPPON DORO KK
Original Assignee
EGAWA KIKAI KK
NIPPON DORO KK
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by EGAWA KIKAI KK, NIPPON DORO KK filed Critical EGAWA KIKAI KK
Priority to JP63194570A priority Critical patent/JPS6490303A/en
Publication of JPS6490303A publication Critical patent/JPS6490303A/en
Publication of JPH0211686B2 publication Critical patent/JPH0211686B2/ja
Granted legal-status Critical Current

Links

Classifications

    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A30/00Adapting or protecting infrastructure or their operation
    • Y02A30/60Planning or developing urban green infrastructure

Landscapes

  • Road Paving Structures (AREA)
  • Road Paving Machines (AREA)
  • Road Repair (AREA)

Description

【発明の詳細な説明】 この発明は、自動車テストコース、競輪場、用
水路等の斜面部のアスフアルト舗装を行なう場合
に使用する斜面転圧ローラを、舗装斜面上側の接
触圧と舗装斜面下側の接触圧とがほぼ均等になる
ように自動的に調整して支持する装置に関するも
のである。
DETAILED DESCRIPTION OF THE INVENTION The present invention provides a slope compaction roller used for asphalt paving on slopes of automobile test courses, velodromes, irrigation canals, etc., which is capable of controlling the contact pressure on the upper side of the paving slope and the pressure on the lower side of the paving slope. The present invention relates to a device that automatically adjusts and supports the contact pressure so that it is approximately equal.

斜面部に打設されたアスフアルトを転圧ローラ
により転圧する場合は、転圧ローラが転倒したり
滑落することのないように、斜面部の上方の水平
な地盤面上を走行するアンカー車によりワイヤロ
ープ等の条体を介して転圧ローラを支持する必要
がある。この場合、転圧ローラとアンカー車とが
完全に平行に走行するとは限らず、また斜面部の
傾斜角が転圧ローラの走行中に変化することもあ
り、そのため前記条体の張力は転圧ローラおよび
アンカー車の走行中に変化することが多い。
When compacting asphalt that has been placed on a slope using a compaction roller, wires are secured by an anchor car running on the horizontal ground above the slope to prevent the compaction roller from tipping over or sliding down. It is necessary to support the compaction roller via a strip such as a rope. In this case, the compaction roller and the anchor wheel do not necessarily run perfectly parallel, and the angle of inclination of the slope may change while the compaction roller is running, so the tension of the strip is reduced by the compaction roller. It often changes while the roller and anchor cars are running.

前記条体の張力が所定張力よりも大きくなる
と、転圧ローラにおける舗装斜面上側の接触圧が
過大になると共に舗装斜面下側の接触圧が過小に
なり、また前記条体の張力が所定張力よりも小さ
くなると、転圧ローラにおける舗装斜面下側の接
触圧が過大になると共に舗装斜面上側の接触圧が
過小になる。そして接触圧過大部分ではアスフア
ルト舗装に大きな窪みが生じると共に、接触圧過
小部分では転圧不完全になり、したがつて、良好
な転圧、締固めを行なうことができない。
When the tension of the strip becomes larger than the predetermined tension, the contact pressure of the rolling roller on the upper side of the pavement slope becomes excessive, and the contact pressure on the lower side of the pavement slope becomes too small, and the tension of the strip becomes larger than the predetermined tension. If the contact pressure on the lower side of the pavement slope of the compacting roller becomes too small, the contact pressure on the upper side of the pavement slope becomes too small. Large depressions occur in the asphalt pavement in areas where the contact pressure is too high, and rolling is incomplete in areas where the contact pressure is too low, making it impossible to perform good rolling and compaction.

この発明は前述の問題を有利に解決した斜面転
圧ローラの接触圧自動調整支持装置を提供するこ
とを目的とするものである。
SUMMARY OF THE INVENTION An object of the present invention is to provide a support device for automatically adjusting the contact pressure of a slope rolling pressure roller, which advantageously solves the above-mentioned problems.

次にこの発明を図示の例によつて詳細に説明す
る。
Next, the present invention will be explained in detail using illustrated examples.

第1図ないし第6図はこの発明の一実施例を示
すものであつて、アスフアルト舗装される斜面部
の上方の水平な地盤面8上を走行する無限軌道車
からなるアンカー車2に、液圧モータMとこれに
より駆動される巻胴3と、自動調整用液圧制御装
置9と転圧ローラ用給電制御装置10とが搭載さ
れ、前記巻胴3から繰り出されているワイヤロー
プ等の条体4は、アンカー車2に取付けられたガ
イドシーブ11に巻掛けられると共に、タイヤロ
ーラからなる転圧ローラ5における車体12の上
側部分に連結されている。
Figures 1 to 6 show an embodiment of the present invention, in which an anchor vehicle 2 consisting of a tracked vehicle running on a horizontal ground surface 8 above a slope portion to be paved with asphalt is provided with liquid. A pressure motor M, a winding drum 3 driven by the winding drum 3, an automatic adjustment hydraulic pressure control device 9, and a compaction roller power supply control device 10 are installed, and the wire rope or the like that is unwound from the winding drum 3 is The body 4 is wrapped around a guide sheave 11 attached to the anchor car 2, and is connected to the upper part of the car body 12 of a rolling pressure roller 5 made of tire rollers.

転圧ローラ5における車体12の左右両側の下
部に、屈折したレベル検出操作レバー15,16
の中間部が横軸により枢着され、そのレベル検出
操作レバー15,16における傾斜部分の下端部
には支承輪6が取付けられ、かつレベル検出操作
レバー15,16にはこれを支承輪押下方向に回
動するように働くばね33が係合され、減圧制御
用リミツトスイツチLS1および増圧制御用リミツ
トスイツチLS2は、レベル検出操作部材15,1
6における水平部分の先端上部に配置されて車体
12に固定されている。
Bent level detection operating levers 15 and 16 are provided at the bottom of the compaction roller 5 on both left and right sides of the vehicle body 12.
A support ring 6 is attached to the lower end of the inclined portion of the level detection operation levers 15 and 16, and the support ring 6 is attached to the level detection operation levers 15 and 16 in the direction in which the support wheel is pressed. A spring 33 is engaged to rotate the limit switch LS 1 for pressure reduction control and the limit switch LS 2 for pressure increase control.
6 and is fixed to the vehicle body 12.

前記支承輪6としては例えば金属製ローラまた
はプラスチツク製ローラを使用する。
The bearing ring 6 is, for example, a metal roller or a plastic roller.

第4図ないし第6図は接触圧自動調整支持装置
における液圧制御回路の切換え状態を示すもので
あつて、手動切換弁17が自動調整位置(中間位
置)に切換えられると共に、自動調整用スイツチ
がオンにされることにより自動調整作動用電磁弁
18のソレノイドSOL3が励磁されてその電磁弁
18が自動調整位置(左側位置)に切換えられて
いる。
4 to 6 show the switching state of the hydraulic pressure control circuit in the contact pressure automatic adjustment support device, in which the manual switching valve 17 is switched to the automatic adjustment position (intermediate position), and the automatic adjustment switch is switched to the automatic adjustment position (intermediate position). When turned on, the solenoid SOL 3 of the automatic adjustment operating solenoid valve 18 is energized, and the solenoid valve 18 is switched to the automatic adjustment position (left side position).

第4図は接触圧自動調整支持装置の液圧制御回
路における巻取側送液路の液圧と条体張力とが平
衡している状態、すなわち液圧モータMによる巻
胴3の巻取方向トルクと条体張力による巻胴3の
巻戻し方向トルクとが平衡している状態であつ
て、電磁弁切換弁7のソレノイドSOL1,SOL2
制御するリミツトスイツチLS1,LS2がオフにな
つているので、電磁切換弁7は中間位置(平衡位
置)に切換えられている。
FIG. 4 shows a state in which the hydraulic pressure in the winding-side liquid feed path and the strip tension in the hydraulic pressure control circuit of the automatic contact pressure adjustment support device are balanced, that is, in the winding direction of the winding drum 3 by the hydraulic motor M. When the torque and the torque in the unwinding direction of the winding drum 3 due to the tension of the strip are in equilibrium, the limit switches LS 1 and LS 2 that control the solenoids SOL 1 and SOL 2 of the solenoid valve switching valve 7 are turned off. Therefore, the electromagnetic switching valve 7 is switched to the intermediate position (equilibrium position).

第4図に示す状態では、ポンプPからの圧液
が、逆止弁19および電磁弁18を通つて液弁モ
ータMの巻取側給液口20およびカウンターバラ
ンス弁CVに送られ、かつ巻取側送液路の圧液は、
主リリーフ弁21、例えば設定圧50Kg/cm2の第1
調整リリーフ弁22および例えば設定圧10Kg/cm2
の第2調整リリーフ弁23を順次通つて流れるの
で、前記主リリーフ弁21は60Kg/cm2に設定され、
したがつて巻取側送液路の液圧が60Kg/cm2に設定
され、条体張力による巻戻し方向トルクと液圧モ
ータの巻取方向トルクとが平衡している。
In the state shown in FIG. 4, the pressure fluid from the pump P is sent through the check valve 19 and the solenoid valve 18 to the take-up side liquid supply port 20 of the liquid valve motor M and the counterbalance valve CV. The pressure liquid in the take-side liquid feed path is
Main relief valve 21, for example, the first one with a set pressure of 50Kg/cm 2
Adjustment relief valve 22 and set pressure, for example 10Kg/cm 2
The main relief valve 21 is set at 60Kg/cm 2 , so that the main relief valve 21 is set at 60Kg/cm 2 .
Therefore, the liquid pressure in the winding-side liquid sending path is set to 60 Kg/cm 2 , and the unwinding direction torque due to the strip tension and the winding direction torque of the hydraulic motor are balanced.

なお平衡時の設定液圧は、舗装斜面の傾斜角の
変化に応じて適当に調節する。
The hydraulic pressure setting at equilibrium is adjusted appropriately according to changes in the inclination angle of the paved slope.

次に転圧ローラ5における舗装斜面下側のタイ
ヤ26の接触圧よりも舗装斜面上側のタイヤ27
の接触圧が大きくなつたときは、そのタイヤ27
の圧縮量も大きくなるので、舗装斜面上側のレベ
ル検出操作部材15により減圧制御用リミツトス
イツチLS1が操作されてオンになり、そのオン信
号により電磁切換弁7のソレノイドSOL1が励磁
され、第5図に示すように電磁切換弁7が左側位
置(減圧位置)に切換えられる。
Next, the contact pressure of the tire 26 on the upper side of the paved slope is higher than the contact pressure of the tire 26 on the lower side of the paved slope on the compaction roller 5.
When the contact pressure of the tire 27 becomes large,
Since the amount of compression increases, the pressure reduction control limit switch LS 1 is operated and turned on by the level detection operation member 15 on the upper side of the pavement slope, and the solenoid SOL 1 of the electromagnetic switching valve 7 is energized by the on signal, and the fifth As shown in the figure, the electromagnetic switching valve 7 is switched to the left position (pressure reduction position).

第5図に示す状態では、巻取側送液路の圧液
が、主リリーフ弁21および第1調整リリーフ弁
22を通つてタンク28に流れるので、主リリー
フ弁21の設定圧が50Kg/cm2に調整され、そのた
め巻取側送液路の液圧も50Kg/cm2に低下して、液
圧モータによる巻胴の巻取方向トルクが条体張力
による巻胴の巻戻し方向トルクよりも小さくな
り、したがつて、液圧モータMが巻戻し方向に回
動され、巻胴3から条体4が繰り返されて舗装斜
面上側のタイヤ27の接触圧が低下していく。そ
の接触圧がほぼ所定値まで低下すると、減圧制御
用リミツトスイツチLS1がオフになるので、ソレ
ノイドSOL1が解磁され、第4図に示すように電
磁切換弁7が中間位置に切換えられ、再び平衡状
態に復帰する。
In the state shown in FIG. 5, the pressure liquid in the winding side liquid supply path flows into the tank 28 through the main relief valve 21 and the first adjustment relief valve 22, so that the set pressure of the main relief valve 21 is 50 kg/cm. 2 , and as a result, the liquid pressure in the winding-side fluid passage also drops to 50Kg/ cm2 , and the torque in the winding direction of the winding drum caused by the hydraulic motor is higher than the torque in the unwinding direction of the winding drum due to the strip tension. Therefore, the hydraulic motor M is rotated in the unwinding direction, and the strip 4 is repeated from the winding drum 3, and the contact pressure of the tire 27 on the upper side of the paved slope decreases. When the contact pressure decreases to almost a predetermined value, the limit switch LS 1 for pressure reduction control is turned off, so the solenoid SOL 1 is demagnetized, and the solenoid switching valve 7 is switched to the intermediate position as shown in Fig. 4, and the solenoid is turned off again. Return to equilibrium.

次に転圧ローラ5における舗装斜面上側のタイ
ヤ27の接触圧よりも舗装斜面下側のタイヤ26
の接触圧が大きくなつたときは、そのタイヤ26
の圧縮量も大きくなるので、舗装斜面下側のレベ
ル検出操作部材16により増圧制御用リミツトス
イツチLS2が操作されてオンになり、そのオン信
号により電磁切換弁7のソレノイドSOL2が励磁
され、第6図に示すように電磁切換弁7が右側位
置(増圧位置)に切換えられる。
Next, the contact pressure of the tire 27 on the lower side of the paved slope is greater than the contact pressure of the tire 27 on the upper side of the paved slope on the compaction roller 5.
When the contact pressure of the tire 26 becomes large,
Since the compression amount also increases, the pressure increase control limit switch LS 2 is operated and turned on by the level detection operation member 16 on the lower side of the pavement slope, and the solenoid SOL 2 of the electromagnetic switching valve 7 is energized by the on signal. As shown in FIG. 6, the electromagnetic switching valve 7 is switched to the right position (pressure increase position).

第6図に示す状態では、巻取側送液路の圧液
が、主リリーフ弁21、第1調整リリーフ弁22
および例えば設定圧20Kg/cm2の第3調整リリーフ
弁29を通つて流れるので、主リリーフ弁21の
設定圧が70Kg/cm2に調整され、そのため巻取側送
液路の液圧も70Kg/cm2に増大して、液圧モータに
よる巻胴の巻取方向トルクが条体張力による巻胴
の巻戻し方向トルクよりも大きくなり、したがつ
て、液圧モータMが巻取方向に回動され、巻胴3
に条体4が巻取られて舗装斜面下側のタイヤ26
の接触圧が低下していく。その接触圧がほぼ所定
値まで低下すると、増圧制御用リミツトスイツチ
LS2がオフになるので、ソレノイドSOL2が解磁
され、第3図に示すように電磁切換弁7が中間位
置に切換えられ、再び平衡状態に復帰する。
In the state shown in FIG.
For example, since the flow passes through the third regulating relief valve 29 with a set pressure of 20 Kg/cm 2 , the set pressure of the main relief valve 21 is adjusted to 70 Kg/cm 2 , and therefore the liquid pressure in the winding side liquid supply path is also 70 Kg/cm 2 . cm2 , the torque in the winding direction of the winding drum caused by the hydraulic motor becomes larger than the torque in the unwinding direction of the winding drum due to the tension of the strip, and therefore, the hydraulic motor M rotates in the winding direction. and winding drum 3
The strip 4 is wound around the tire 26 on the lower side of the paved slope.
contact pressure decreases. When the contact pressure decreases to almost a predetermined value, the limit switch for pressure increase control is activated.
Since LS 2 is turned off, the solenoid SOL 2 is demagnetized and the solenoid switching valve 7 is switched to the intermediate position as shown in FIG. 3, returning to the equilibrium state again.

なお第1調整リリーフ弁22、第2調整リリー
フ弁23および第3調整リリーフ弁29を手動に
より調節することにより、平衡時、巻戻し時およ
び巻取時における主リリーフ弁21の設定圧を調
節することができる。
Note that by manually adjusting the first regulating relief valve 22, the second regulating relief valve 23, and the third regulating relief valve 29, the set pressure of the main relief valve 21 during equilibrium, unwinding, and winding can be adjusted. be able to.

第4図に示す液圧制御回路において、自動調整
作動用電磁弁18のソレノイドSOL3を解磁して、
その電磁弁18を自動調整非作動位置(右側位
置)に切換えたのち、手動切換弁17を手動によ
り左側または右側に移動すれば、手動操作により
液圧モータMを巻取運転および巻戻し運転に切換
えることができる。
In the hydraulic control circuit shown in FIG. 4, the solenoid SOL 3 of the automatic adjustment operation solenoid valve 18 is demagnetized,
After switching the solenoid valve 18 to the automatic adjustment non-operating position (right side position), if the manual switching valve 17 is manually moved to the left or right side, the hydraulic motor M can be set to winding operation or rewinding operation by manual operation. Can be switched.

なお第4図ないし第6図において、30は貯液
用タンク、31は逆止弁であり、第1図において
32は給電ケーブルである。
In FIGS. 4 to 6, 30 is a liquid storage tank, 31 is a check valve, and in FIG. 1, 32 is a power supply cable.

次にこの発明の斜面転圧ローラの接触圧自動調
整支持装置の接触圧調整原理について説明する。
Next, the contact pressure adjustment principle of the contact pressure automatic adjustment support device for a slope rolling pressure roller according to the present invention will be explained.

舗装斜面1の傾斜角をθ、転圧ローラ5の自重
をP、条体4の張力をTとすると、T>Psinθの
ときは、第7図に示すように、舗装斜面1に対す
る転圧ローラ5の接地圧分布は、TがPsinθより
大きい差の分だけ、転圧ローラにおける舗装斜面
上側の接地圧が大きくなる。またT<Psinθのと
きは、第8図に示すように、舗装斜面1に対する
転圧ローラ5の接地圧分布は、TがPsinθより小
さい差の分だけ転圧ローラにおける舗装斜面上側
の接地圧が小さくなる。さらにまた、T=Psinθ
のときは、第9図に示すように、舗装斜面1に対
する転圧ローラの接地圧分布は、転圧ローラの全
巾にわたつて均一になる。したがつて、条体4の
張力を調整することにより、転圧ローラの巾方向
の接地圧分布をほぼ均一になるように調整するこ
とができる。
If the inclination angle of the pavement slope 1 is θ, the weight of the compaction roller 5 is P, and the tension of the strip 4 is T, then when T>Psinθ, as shown in FIG. In the ground pressure distribution of No. 5, the ground pressure on the upper side of the pavement slope at the rolling compaction roller increases by the difference in which T is larger than Psinθ. When T<Psinθ, as shown in FIG. 8, the ground pressure distribution of the rolling compaction roller 5 against the pavement slope 1 is such that the ground pressure of the rolling compaction roller on the upper side of the pavement slope increases by the difference in which T is smaller than Psinθ. becomes smaller. Furthermore, T=Psinθ
In this case, as shown in FIG. 9, the ground pressure distribution of the compaction roller against the pavement slope 1 becomes uniform over the entire width of the compaction roller. Therefore, by adjusting the tension of the strip 4, the ground pressure distribution in the width direction of the rolling roller can be adjusted to be substantially uniform.

この発明によれば、転圧ローラ5における舗装
斜面上側の接触圧が舗装斜面下側の接触圧よりも
大きくなつたときは、舗装斜面1に接触する支承
輪6を備えているレベル検出操作レバーの回動に
より減圧制御用リミツトスイツチLS1が操作さ
れ、かつそのリミツトスイツチLS1の信号により
電磁切換弁7が減圧位置に切換えられてアンカー
車2上の巻胴3を駆動する液圧モータMが巻戻し
方向に回動されると共に、その巻胴3から繰り出
されて転圧ローラ5の上側部分に連結されている
ワイヤロープ等の条体4が弛緩されるので、転圧
ローラ5における舗装斜面上側の接触圧を所定値
まで低下させていくことができ、また転圧ローラ
5における舗装斜面下側の接触圧が舗装斜面上側
の接触圧よりも大きくなつたときは、舗装斜面1
に接触する支承輪6を備えているレベル検出操作
レバーの回動により増圧制御用リミツトスイツチ
LS2が操作され、かつそのリミツトスイツチLS2
の信号により電磁切換弁7が増圧位置に切換えら
れて前記液圧モータMが巻取方向に回動されるの
で、転圧ローラ5における舗装斜面下側の接触圧
を所定値まで低下させていくことができ、したが
つて、転圧ローラ5における舗装斜面上側および
舗装斜面下側の接触圧が常にほぼ均等になるよう
に自動的に調整しながら、アンカー車2により転
圧ローラ5を支持して走行させて、舗装斜面を均
等に転圧しながら締固めていくことができ、また
支承輪6は、ばね14の力により常に確実に舗装
斜面1に押付けられるので、斜面転圧ローラの接
触圧調整を正確に行なうことができる効果が得ら
れる。
According to this invention, when the contact pressure of the rolling pressure roller 5 on the upper side of the pavement slope becomes larger than the contact pressure on the lower side of the pavement slope, the level detection operation lever equipped with the bearing wheel 6 that contacts the pavement slope 1 is activated. The pressure reduction control limit switch LS 1 is operated by the rotation of , and the electromagnetic switching valve 7 is switched to the pressure reduction position by the signal from the limit switch LS 1 , and the hydraulic motor M that drives the hoist drum 3 on the anchor wheel 2 starts winding. At the same time as it is rotated in the return direction, the strip 4 such as a wire rope that is fed out from the winding drum 3 and connected to the upper part of the rolling roller 5 is relaxed, so that the upper side of the pavement slope of the rolling roller 5 is loosened. When the contact pressure of the rolling roller 5 on the lower side of the paved slope becomes greater than the contact pressure on the upper side of the paved slope, the contact pressure of the paved slope 1
Pressure increase control limit switch
LS 2 is operated and its limit switch LS 2
In response to the signal, the electromagnetic switching valve 7 is switched to the pressure increasing position and the hydraulic motor M is rotated in the winding direction, so that the contact pressure of the compaction roller 5 on the lower side of the pavement slope is reduced to a predetermined value. Therefore, the rolling roller 5 is supported by the anchor wheel 2 while automatically adjusting so that the contact pressure on the upper side of the pavement slope and the lower side of the pavement slope on the rolling roller 5 is always approximately equal. The bearing wheels 6 are always reliably pressed against the pavement slope 1 by the force of the spring 14, so that the contact of the slope rolling rollers is reduced. This provides the advantage of being able to accurately adjust the pressure.

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

第1図ないし第6図はこの発明の一実施例を示
すものであつて、第1図は斜面転圧ローラをアン
カー車により支持している状態を示す概略正面
図、第2図はレベル検出操作部材およびリミツト
スイツチを有する転圧ローラの拡大正面図、第3
図はその側面図、第4図は液圧制御回路が平衡し
ている状態を示す図、第5図は液圧制御回路が巻
戻しに切換えられた状態を示す図、第6図は液圧
制御回路が巻取りに切換えられた状態を示す図で
ある。第7図ないし第9図は転圧ローラの接地圧
分布説明図である。 図において、1は舗装斜面、2はアンカー車、
3は巻胴、4は条体、5は転圧ローラ、6は支承
輪、7は電磁切換弁、12は車体、13は横軸、
14はばね、15および16はレベル検出操作レ
バー、18は自動調整作動用電磁弁、20は巻取
側給液口、21は主リリーフ弁、22は第1調整
リリーフ弁、23は第2調整リリーフ弁、25は
巻戻し側給液口、26は舗装斜面下側のタイヤ、
27は舗装斜面上側のタイヤ、29は第3調整リ
リーフ弁、Mは液圧モータ、LS1は減圧制御用リ
ミツトスイツチ、LS2は増圧制御用リミツトスイ
ツチ、SOL1およびSOL2はソレノイドである。
1 to 6 show an embodiment of the present invention, in which FIG. 1 is a schematic front view showing a state in which the slope compaction roller is supported by an anchor wheel, and FIG. 2 is a level detection Enlarged front view of compaction roller with operating member and limit switch, 3rd
The figure is a side view, Figure 4 is a diagram showing a state in which the hydraulic pressure control circuit is in equilibrium, Figure 5 is a diagram showing a state in which the hydraulic pressure control circuit is switched to rewinding, and Figure 6 is a diagram showing the hydraulic pressure control circuit in a state in which it is switched to rewind. It is a figure which shows the state where a control circuit was switched to winding. FIGS. 7 to 9 are explanatory diagrams of the ground pressure distribution of the compaction roller. In the figure, 1 is a paved slope, 2 is an anchor vehicle,
3 is a winding drum, 4 is a strip, 5 is a compaction roller, 6 is a bearing wheel, 7 is an electromagnetic switching valve, 12 is a car body, 13 is a horizontal shaft,
14 is a spring, 15 and 16 are level detection operating levers, 18 is a solenoid valve for automatic adjustment operation, 20 is a winding side liquid supply port, 21 is a main relief valve, 22 is a first adjustment relief valve, 23 is a second adjustment Relief valve, 25 is the unwinding side liquid supply port, 26 is the tire on the lower side of the pavement slope,
27 is a tire on the upper side of the paved slope, 29 is a third adjustment relief valve, M is a hydraulic motor, LS 1 is a limit switch for pressure reduction control, LS 2 is a limit switch for pressure increase control, and SOL 1 and SOL 2 are solenoids.

Claims (1)

【特許請求の範囲】[Claims] 1 舗装斜面1の上方の平坦な地盤面上を走行す
るアンカー車2に、液圧モータMにより駆動され
る巻胴3が設けられ、その巻胴3から繰り出され
ているワイヤロープ等の条体4が、前記斜面を転
圧する転圧ローラ5の上側部分に連結され、その
転圧ローラ5の車体12の側部には、舗装斜面1
に接触する支承輪6を備えているレベル検出操作
レバーが横軸13により枢着され、そのレベル検
出操作レバーと車体12とは、支承輪6を舗装斜
面1に押付けるように働くばね14により連結さ
れ、前記車体12にレベル検出操作レバーにより
操作される減圧制御用リミツトスイツチLS1およ
び増圧制御用リミツトスイツチLS2が取付けら
れ、前記液圧モータMの液圧制御回路には、前記
リミツトスイツチにより制御される電磁切換弁7
が設けられ、転圧ローラ5における舗装斜面上側
の接触圧が舗装斜面下側の接触圧よりも大きくな
つたとき前記液圧モータMが巻戻し方向に回転さ
れると共に、転圧ローラ5における舗装斜面下側
の接触圧が舗装斜面上側の接触圧よりも小さくな
つたとき前記液圧モータMが巻取方向に回転され
るように構成されていることを特徴とする斜面転
圧ローラの接触圧自動調整支持装置。
1 An anchor car 2 running on a flat ground surface above a paved slope 1 is provided with a winding drum 3 driven by a hydraulic motor M, and a strip of wire rope or the like is unwound from the winding drum 3. 4 is connected to the upper part of the rolling pressure roller 5 that rolls the slope, and the pavement slope 1 is connected to the side of the vehicle body 12 of the rolling pressure roller 5.
A level detection operating lever having a bearing wheel 6 in contact with the ground is pivoted by a horizontal shaft 13, and the level detection operating lever and the vehicle body 12 are connected by a spring 14 which acts to press the bearing wheel 6 against the pavement slope 1. A limit switch LS 1 for pressure reduction control and a limit switch LS 2 for pressure increase control are connected to the vehicle body 12 and operated by a level detection operation lever, and a hydraulic pressure control circuit of the hydraulic pressure motor M is controlled by the limit switch. Solenoid switching valve 7
is provided, and when the contact pressure on the upper side of the pavement slope of the rolling pressure roller 5 becomes larger than the contact pressure on the lower side of the pavement slope, the hydraulic motor M is rotated in the unwinding direction, and the rolling pressure roller 5 is rotated in the rewinding direction. Contact pressure of a slope rolling pressure roller, characterized in that the hydraulic motor M is configured to rotate in the winding direction when the contact pressure on the lower side of the slope becomes smaller than the contact pressure on the upper side of the paved slope. Self-adjusting support device.
JP63194570A 1988-08-05 1988-08-05 Apparatus for automatically adjusting and supporting contact pressure of oblique surface pressing roller Granted JPS6490303A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP63194570A JPS6490303A (en) 1988-08-05 1988-08-05 Apparatus for automatically adjusting and supporting contact pressure of oblique surface pressing roller

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP63194570A JPS6490303A (en) 1988-08-05 1988-08-05 Apparatus for automatically adjusting and supporting contact pressure of oblique surface pressing roller

Publications (2)

Publication Number Publication Date
JPS6490303A JPS6490303A (en) 1989-04-06
JPH0211686B2 true JPH0211686B2 (en) 1990-03-15

Family

ID=16326732

Family Applications (1)

Application Number Title Priority Date Filing Date
JP63194570A Granted JPS6490303A (en) 1988-08-05 1988-08-05 Apparatus for automatically adjusting and supporting contact pressure of oblique surface pressing roller

Country Status (1)

Country Link
JP (1) JPS6490303A (en)

Also Published As

Publication number Publication date
JPS6490303A (en) 1989-04-06

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