JPH0119003B2 - - Google Patents
Info
- Publication number
- JPH0119003B2 JPH0119003B2 JP5914181A JP5914181A JPH0119003B2 JP H0119003 B2 JPH0119003 B2 JP H0119003B2 JP 5914181 A JP5914181 A JP 5914181A JP 5914181 A JP5914181 A JP 5914181A JP H0119003 B2 JPH0119003 B2 JP H0119003B2
- Authority
- JP
- Japan
- Prior art keywords
- slope
- pressure
- contact pressure
- pavement
- roller
- 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
Links
- 238000004804 winding Methods 0.000 claims description 30
- 238000005056 compaction Methods 0.000 claims description 22
- 238000001514 detection method Methods 0.000 claims description 18
- 239000007788 liquid Substances 0.000 claims description 17
- 238000005096 rolling process Methods 0.000 claims description 17
- 101710179738 6,7-dimethyl-8-ribityllumazine synthase 1 Proteins 0.000 claims description 2
- 101710186608 Lipoyl synthase 1 Proteins 0.000 claims description 2
- 101710137584 Lipoyl synthase 1, chloroplastic Proteins 0.000 claims description 2
- 101710090391 Lipoyl synthase 1, mitochondrial Proteins 0.000 claims description 2
- 239000010426 asphalt Substances 0.000 description 4
- 230000007423 decrease Effects 0.000 description 3
- 230000001105 regulatory effect Effects 0.000 description 3
- 101710179734 6,7-dimethyl-8-ribityllumazine synthase 2 Proteins 0.000 description 2
- 101710186609 Lipoyl synthase 2 Proteins 0.000 description 2
- 101710122908 Lipoyl synthase 2, chloroplastic Proteins 0.000 description 2
- 101710101072 Lipoyl synthase 2, mitochondrial Proteins 0.000 description 2
- 230000006835 compression Effects 0.000 description 2
- 238000007906 compression Methods 0.000 description 2
- 230000001276 controlling effect Effects 0.000 description 2
- 239000012530 fluid Substances 0.000 description 2
- 206010040925 Skin striae Diseases 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000003973 irrigation Methods 0.000 description 1
- 230000002262 irrigation Effects 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
Landscapes
- Road Paving Machines (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5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 5 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.
前記車体12における舗装斜面上側の側部に固
定された保持部材13に、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部材15
が、舗装斜面1に直角な方向に移動自在にかつ回
動不能に嵌挿されると共に、前記レベル検出操作
部材15により操作される減圧制御用リミツトス
イツチLS1が車体12に取付けられ、前記車体1
2における舗装斜面下側の側部に固定された保持
部材14に、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部材16が、舗装斜面1
に直角な方向に移動自在にかつ回動不能に嵌挿さ
れると共に、前記レベル検出操作部材16により
操作される増圧制御用リミツトスイツチLS2が車
体12に取付けられている。 A level detection operation member 15 is provided with a support wheel 6 that contacts the pavement slope 1 on a holding member 13 fixed to the upper side of the pavement slope in the vehicle body 12.
A pressure reduction control limit switch LS 1 is fitted to the vehicle body 12 so as to be movable and unrotatable in a direction perpendicular to the pavement slope 1, and is operated by the level detection operation member 15.
A level detection operating member 16 equipped with a bearing ring 6 that contacts the pavement slope 1 is attached to a holding member 14 fixed to the lower side of the pavement slope 2 in the pavement slope 1.
A pressure increase control limit switch LS 2 is attached to the vehicle body 12 so as to be movably but unrotatably inserted in a direction perpendicular to the pressure increase control limit switch LS 2 and operated by the level detection operating member 16 .
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3図ないし第5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4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。 Figures 3 to 5 show the switching states 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 4 (intermediate position), and the automatic adjustment switch is switched to the intermediate position. When turned on, the solenoid SOL 3 of the automatic adjustment operation solenoid valve 18 is energized, and the solenoid valve 18 is switched to the automatic adjustment position (left side position).
第3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、電磁切換弁7のソレノイドSOL1,SOL2を制
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. 3 shows a state in which the liquid pressure in the winding side liquid feed path and the tension of the strip in the hydraulic pressure control circuit of the automatic contact pressure adjustment support device are in balance, that is, the winding direction of the winding drum 3 by the hydraulic motor M. The torque and the torque in the unwinding direction of the winding drum 3 due to the tension of the strip are in equilibrium, and the limit switches LS 1 and LS 2 that control the solenoids SOL 1 and SOL 2 of the electromagnetic switching valve 7 are turned off. Therefore, the electromagnetic switching valve 7 is switched to an intermediate position (equilibrium position).
第3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を通つて液圧モ
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. 3, the pressure fluid from the pump P is sent through the check valve 19 and the solenoid valve 18 to the winding side liquid supply port 20 of the hydraulic 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4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 increases,
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 fourth As shown in the figure, the electromagnetic switching valve 7 is switched to the left position (pressure reduction position).
第4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が繰り出されて舗装斜
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. 4, 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, the strip 4 is unwound from the drum 3, and the contact pressure of the tire 27 on the upper side of the paved slope is reduced. 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. 3, 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5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. 5, the electromagnetic switching valve 7 is switched to the right position (pressure increase 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、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
接定圧が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 it flows through the third adjustment relief valve 29 with a set pressure of 20Kg/cm 2 , the constant contact pressure of the main relief valve 21 is adjusted to 70Kg/cm 2 , and therefore the liquid pressure in the winding side liquid supply path is also 70Kg/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.
The 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 electromagnetic 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3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の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 pressure control circuit shown in FIG. 3, 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3図ないし第5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. 3 to 5, 30 is a liquid storage tank, 31 is a check valve, and in FIG. 1, 32 is a power supply cable.
第6図および第7図はレベル検出制御装置のさ
らに他の例を示すものであつて、下端に支承輪6
を取付けた縦杆からなるレベル検出操作部材34
が、車体12における舗装斜面下側の側部にのみ
配置され、そのレベル検出操作部材34は車体1
2に固定された保持部材35に対し摺動自在にか
つ回動不能に嵌挿され、かつ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35の上部に固定さ
れたストライカ36の上部および下部に配置され
て車体12に固定されている。 FIG. 6 and FIG. 7 show still another example of the level detection control device, in which a support ring 6 is provided at the lower end.
Level detection operation member 34 consisting of a vertical rod with attached
is disposed only on the lower side of the pavement slope of the vehicle body 12, and the level detection operation member 34 is located on the lower side of the pavement slope of the vehicle body 12.
A limit switch LS 1 for pressure reduction control and a limit switch LS 1 for pressure increase control are slidably but unrotatably fitted into the holding member 35 fixed to LS 2.
The LS 2 is arranged above and below the striker 36 fixed to the upper part of the level detection operation member 35 and fixed to the vehicle body 12.
なお第6図および第7図に示すレベル検出制御
装置を車体12における舗装斜面下側に設けない
で、舗装斜面上側に設けてもよい。 Note that the level detection control device shown in FIGS. 6 and 7 may be provided above the paved slope in the vehicle body 12 instead of being provided below the paved slope.
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
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9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10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
余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。 Assuming that 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, 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. 9, the ground pressure distribution of the compaction roller 5 against the pavement slope 1 is such that the ground pressure of the 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. 10, the ground pressure distribution of the compacting roller against the pavement slope 1 becomes uniform over the extra width of the compacting roller. Therefore, striae 4
By adjusting the tension of the roller, it is possible to adjust the ground pressure distribution in the width direction of the rolling roller to be almost 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部材により減圧
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部材により
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 member equipped with the bearing wheel 6 that contacts the pavement slope 1 is detected. The limit switch LS 1 for pressure reduction control is operated, and the electromagnetic switching valve 7 is switched to the pressure reduction position by the signal of the limit switch LS 1 , and the hydraulic motor M that drives the winding drum 3 on the anchor wheel 2 is moved in the rewinding direction. As it is rotated, the strip 4, such as a wire rope, which is fed out from the drum 3 and connected to the upper part of the rolling roller 5, is relaxed, so that the contact pressure on the upper side of the pavement slope on the rolling roller 5 is relaxed. can be lowered to a predetermined value, and when the contact pressure on the lower side of the pavement slope with the compacting roller 5 becomes larger than the contact pressure on the upper side of the pavement slope, the bearing wheel 6 in contact with the pavement slope 1 is The pressure increase control limit switch LS 2 is operated by the provided level detection operation member, and the electromagnetic switching valve 7 is switched to the pressure increase position by the signal of the limit switch LS 2 , and the hydraulic motor M is rotated in the winding direction. Therefore, the contact pressure of the rolling pressure roller 5 on the lower side of the pavement slope can be reduced to a predetermined value.
While automatically adjusting the contact pressure on the upper side of the paved slope and the lower side of the paved slope at all times to be almost equal, the rolling compaction roller 5 is supported by the anchor wheel 2 and runs to evenly roll the paved slope. This provides the effect of compacting the soil at the same time.
第1図ないし第5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
図は液圧制御回路が平衡している状態を示す図、
第4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5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、第6図および第7図は
レベル検出制御装置の他の例を示すものであつ
て、第6図は正面図、第7図は側面図である。第
8図ないし第10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、15および1
6はレベル検出操作部材、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は液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。
Figures 1 to 5 show an embodiment of the present invention, in which Figure 1 is a schematic front view showing a state in which the slope compaction roller is supported by an anchor wheel, and Figure 2 is a level detection Enlarged front view of compaction roller with operating member and limit switch, 3rd
The figure shows a state in which the hydraulic pressure control circuit is in equilibrium.
Figure 4 shows a state in which the hydraulic control circuit is switched to rewinding, Figure 5 shows a state in which the hydraulic control circuit is switched to winding, and Figures 6 and 7 show level detection. Another example of the control device is shown, in which FIG. 6 is a front view and FIG. 7 is a side view. FIGS. 8 to 10 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, 15 and 1
6 is a level detection operation member, 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 a winding side Return side liquid supply port, 26 is the tire on the lower side of the paved slope, 27 is the tire on the upper side of the paved slope, 29 is the third adjustment relief valve, M is the hydraulic motor, LS 1 is the limit switch for controlling the hydraulic pressure, LS 2 is the increaser. Limit switches for pressure control, SOL 1 and SOL 2
is a solenoid.
Claims (1)
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
部材が舗装斜面1に直角な方向に移動自在に取付
けられると共に、レベル検出操作部材により操作
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に接触
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
圧は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 member equipped with a bearing ring 6 that contacts the pavement slope 1 is mounted so as to be movable in a direction perpendicular to the pavement slope 1, and a limit switch LS 1 for pressure reduction control and a limit switch LS 1 for pressure increase control are operated by the level detection operating member. LS 2 is attached, and the hydraulic control circuit of the hydraulic motor M is provided with an electromagnetic switching valve 7 that is controlled by the limit switch, and the contact pressure is applied to the upper side of the paved slope in the rolling compaction roller 5 to the lower side of the paved slope. When the contact pressure becomes larger than the contact pressure, the hydraulic motor M is rotated in the unwinding direction, and when the contact pressure on the lower side of the pavement slope of the compaction roller 5 becomes smaller than the contact pressure on the upper side of the pavement slope, the liquid A contact pressure automatic adjustment support device for a slope rolling pressure roller, characterized in that a pressure motor M is configured to rotate in the winding direction.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP5914181A JPS57174503A (en) | 1981-04-21 | 1981-04-21 | Contact pressure automatic adjusting and support apparatus of inclined surface tumbling roller |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP5914181A JPS57174503A (en) | 1981-04-21 | 1981-04-21 | Contact pressure automatic adjusting and support apparatus of inclined surface tumbling roller |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS57174503A JPS57174503A (en) | 1982-10-27 |
| JPH0119003B2 true JPH0119003B2 (en) | 1989-04-10 |
Family
ID=13104739
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP5914181A Granted JPS57174503A (en) | 1981-04-21 | 1981-04-21 | Contact pressure automatic adjusting and support apparatus of inclined surface tumbling roller |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS57174503A (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP4648285B2 (en) * | 2006-10-23 | 2011-03-09 | 住友建機株式会社 | Asphalt emulsion spraying equipment |
-
1981
- 1981-04-21 JP JP5914181A patent/JPS57174503A/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS57174503A (en) | 1982-10-27 |
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