JP2017002665A - Compaction machine and compaction method - Google Patents

Compaction machine and compaction method Download PDF

Info

Publication number
JP2017002665A
JP2017002665A JP2015120321A JP2015120321A JP2017002665A JP 2017002665 A JP2017002665 A JP 2017002665A JP 2015120321 A JP2015120321 A JP 2015120321A JP 2015120321 A JP2015120321 A JP 2015120321A JP 2017002665 A JP2017002665 A JP 2017002665A
Authority
JP
Japan
Prior art keywords
compaction
rolling wheel
machine
wheel
ground
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.)
Granted
Application number
JP2015120321A
Other languages
Japanese (ja)
Other versions
JP6527395B2 (en
Inventor
小林 一三
Kazumi Kobayashi
一三 小林
大道 三上
Hiromichi Mikami
大道 三上
岡本 道孝
Michitaka Okamoto
道孝 岡本
吉田 輝
Teru Yoshida
輝 吉田
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.)
Kajima Corp
Original Assignee
Kajima Corp
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 Kajima Corp filed Critical Kajima Corp
Priority to JP2015120321A priority Critical patent/JP6527395B2/en
Publication of JP2017002665A publication Critical patent/JP2017002665A/en
Application granted granted Critical
Publication of JP6527395B2 publication Critical patent/JP6527395B2/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Abstract

PROBLEM TO BE SOLVED: To provide a compaction machine and a compaction method that reduce a difference in density between a surface layer and a deep part of a ground.SOLUTION: A compaction machine 10 includes a compaction rolling wheel 200 having a cross-section shape of a Rouleau's triangle, and a rotary driving mechanism 32 that rotatably drives the compaction rolling wheel 200. The compaction rolling wheel 200 is supported rotatably on a sub-frame 33b, with a centroid (a center of gravity) thereof serving as an axis of rotation X3. The sub-frame 33b is made to swing in a vertical direction, by being connected to a main frame 33a through a hinge mechanism 42. When compacting soil near a structure, the compaction machine 10 is brought to a halt while the compaction rolling wheel 200 is rotatably driven by the rotary driving mechanism 32, for compacting a ground at a corner part.SELECTED DRAWING: Figure 1

Description

本発明は、転圧輪を用いて地盤を締固める締固め機械及び締固め方法に関するものである。   The present invention relates to a compacting machine and a compacting method for compacting the ground using a rolling wheel.

特許文献1には、振動ローラをクローラを用いて走行させるとともに、ロールを傾斜地の地盤に対して垂直方向にのみ振動させて地盤を締固める方法が開示されている。   Patent Document 1 discloses a method in which a vibrating roller is caused to travel using a crawler, and a roll is vibrated only in a direction perpendicular to a ground on an inclined ground to compact the ground.

特開2003−034926号公報JP 2003-034926 A

従来、土工事で使用される締固め機械として、断面形状が円形の転圧輪(フラットロール)を装着した機械がある。
このような断面形状が円形の転圧輪を用いて盛土などを締固める場合、撒き出した材料の表層部分だけが高密度になり、高密度になった表層が深部への転圧力の伝達を阻害し、表層と深部との間で密度差が生じてしまうことがあった。
Conventionally, as a compacting machine used in earthwork, there is a machine equipped with a rolling wheel (flat roll) having a circular cross-sectional shape.
When compacting a bank using a rolling wheel with a circular cross-sectional shape, only the surface layer of the material that has been squeezed out has a high density, and the surface layer that has become dense transmits the rolling pressure to the deep part. In some cases, a density difference may occur between the surface layer and the deep part.

そこで、本願発明は、地盤の表層と深部との間での密度差を小さくできる、締固め機械及び締固め方法を提供することを目的とする。   Therefore, an object of the present invention is to provide a compacting machine and a compacting method that can reduce the density difference between the surface layer and the deep part of the ground.

そのため、本発明に係る締固め機械は、その一態様として、断面形状がルーローの多角形である転圧輪を備える。
また、本発明に係る締固め機械は、その一態様として、前記ルーローの多角形をルーローの三角形又はルーローの五角形とする。
また、本発明に係る締固め機械は、その一態様として、前記転圧輪を振動させる振動機構を備える。
また、本発明に係る締固め機械は、その一態様として、前記転圧輪を回転駆動する回転駆動機構を更に備える。
Therefore, the compaction machine according to the present invention includes, as one aspect thereof, a rolling wheel having a polygonal cross-sectional shape.
Moreover, the compacting machine which concerns on this invention makes the polygon of the said rouleau into the triangle of rouleau or the pentagon of rouleau as one aspect | mode.
Moreover, the compacting machine which concerns on this invention is provided with the vibration mechanism which vibrates the said rolling wheel as the one aspect | mode.
Moreover, the compaction machine which concerns on this invention is further equipped with the rotational drive mechanism which rotationally drives the said compaction wheel as the one aspect | mode.

一方、本発明に係る締固め方法は、その一態様として、断面形状がルーローの多角形である転圧輪と、前記転圧輪を回転駆動する回転駆動機構とを備えた締固め機械を用いて地盤を締固める方法であって、前記締固め機械の走行を停止し、前記締固め機械の走行停止状態で前記転圧輪を前記回転駆動機構によって回転駆動して地盤を締固める。
また、本発明に係る締固め方法は、その一態様として、断面形状がルーローの多角形である転圧輪と、前記転圧輪を回転駆動する回転駆動機構とを備えた締固め機械を用いて地盤を締固める方法であって、前記ルーローの多角形をルーローの三角形とし、壁面近傍の隅角部において前記締固め機械の走行を停止し、前記締固め機械の走行停止状態で前記転圧輪を前記回転駆動機構によって回転駆動して前記隅角部の地盤を締固める。
On the other hand, the compaction method according to the present invention uses, as one aspect thereof, a compacting machine including a rolling wheel having a polygonal cross-sectional shape and a rotational drive mechanism that rotationally drives the rolling wheel. In the method of compacting the ground, the travel of the compacting machine is stopped, and the ground is compacted by rotating the rolling wheel by the rotational drive mechanism while the travel of the compacting machine is stopped.
Moreover, the compaction method according to the present invention uses, as one aspect thereof, a compacting machine including a rolling wheel whose cross-sectional shape is a polygonal shape having a rouleau and a rotational drive mechanism that rotationally drives the rolling wheel. A method of compacting the ground, wherein the polygon of the rouleau is a triangular shape of the rouleau, the travel of the compacting machine is stopped at a corner near the wall surface, and the rolling pressure is stopped in a state where the travel of the compaction machine is stopped. The wheel is rotationally driven by the rotational drive mechanism to compact the ground at the corner.

上記発明によると、断面形状がルーローの多角形である転圧輪の角部(頂点部)が、締固め地盤の表層の高密度層を分断しかつ分断部分を押し広げるように転圧力を地盤に加えるので、深部に転圧力が伝わり易くなる。このため、表層と深部との間での密度差を小さくでき、また、転圧輪の断面形状が曲線部分を含むため、断面形状を正多角形とする場合よりもスムーズに転がる。
また、断面形状がルーローの多角形である転圧輪を、締固め機械の走行停止状態で回転させることで、面状に転圧力を与えることができ、地盤の高さが所定密度に相当する高さになるまで転圧輪を回転させるという施工法が可能である。
According to the above invention, the corners (vertex part) of the rolling wheel whose cross-sectional shape is a Rouleau polygon are divided so that the high-density layer on the surface layer of the compacted ground is divided and the divided part is expanded. Therefore, the rolling force is easily transmitted to the deep part. For this reason, the density difference between the surface layer and the deep part can be reduced, and since the cross-sectional shape of the rolling wheel includes a curved portion, it rolls more smoothly than when the cross-sectional shape is a regular polygon.
In addition, by rotating a rolling wheel having a polygonal cross-sectional shape with a roulau in a stopped state of the compacting machine, it is possible to apply a rolling force in a planar shape, and the height of the ground corresponds to a predetermined density. A construction method of rotating the rolling wheel until the height is reached is possible.

また、転圧輪の断面形状が円形である場合、壁面近傍の隅角部を締固めることができない。このため、構造物近傍に締固め土を構築する場合には、構造物の壁面近傍の地盤については、別途、人力のタンパーや小型振動ローラなどで締固める必要がある。
これに対し、断面形状をルーローの三角形とした転圧輪は、正方形の中で内接するように回転することができるため、締固め機械の走行を停止させた状態で転圧輪を回転させることで、構造物の壁面の近傍(隅角部)まで締固めることが可能であり、締固めの作業工程を簡略化でき、また、大型の締固め機械と小型の締固め機械との双方を準備する必要がない。
Moreover, when the cross-sectional shape of a rolling wheel is circular, the corner part near a wall surface cannot be compacted. For this reason, when a compacted soil is constructed in the vicinity of the structure, it is necessary to separately compact the ground in the vicinity of the wall surface of the structure with a manual tamper, a small vibration roller, or the like.
On the other hand, a rolling wheel with a triangular cross section can rotate so as to be inscribed in a square, so that the rolling wheel can be rotated while the compaction machine is stopped running. It is possible to compact up to the vicinity of the wall of the structure (corner), simplify the compacting process, and prepare both large compacting machine and small compacting machine There is no need to do.

本発明の実施形態における締固め機械の構成を示す側面図である。It is a side view which shows the structure of the compaction machine in embodiment of this invention. 本発明の実施形態における転圧輪の断面形状であるルーローの三角形の回転軌跡を示す図である。It is a figure which shows the rotation locus | trajectory of the triangle of the Rouleau which is the cross-sectional shape of the rolling wheel in embodiment of this invention. 本発明の実施形態における締固め機械の作用効果を説明するための図であり、(A)は対比例としての断面円形の転圧輪による隅角部における転圧を示す図、(B)は実施形態のルーローの三角形を断面形状とする転圧輪の角部による転圧特性を示す図、(C)は実施形態のルーローの三角形を断面形状とする転圧輪による隅角部における転圧を示す図である。It is a figure for demonstrating the effect of the compaction machine in embodiment of this invention, (A) is a figure which shows the rolling in the corner part by the cross-section circular rolling wheel as a proportional, (B) is The figure which shows the rolling characteristics by the corner | angular part of the rolling wheel which makes the triangle of the Rouleau of embodiment cross-sectional shape, (C) is the rolling pressure in the corner part by the rolling wheel which makes the triangle of the Rouleau of embodiment cross-sectional shape. FIG. 本発明の実施形態における締固め機械の走行停止状態での転圧輪の回転駆動により所定密度に相当する高さまで締固める施工法を説明するための側面図である。It is a side view for demonstrating the construction method compacted to the height equivalent to a predetermined density by the rotational drive of the rolling wheel in the driving | running | working stop state of the compaction machine in embodiment of this invention. 本発明の実施形態におけるルーローの五角形を断面形状とする転圧輪を備えた締固め機械を示す側面図である。It is a side view which shows the compaction machine provided with the compaction wheel which makes the pentagonal shape of the roulau in embodiment of this invention a cross-sectional shape.

以下では、図面を参照して、本発明に係る締固め機械及び締固め方法の実施形態を説明する。
図1は、本発明の一実施形態による締固め機械の概略構成を示す図である。
図1に示した締固め機械10は、地盤400上を自走でき、転圧輪200によって地盤400を締固める自走式ローラ系の締固め機械である。
Hereinafter, embodiments of a compacting machine and a compacting method according to the present invention will be described with reference to the drawings.
FIG. 1 is a diagram showing a schematic configuration of a compacting machine according to an embodiment of the present invention.
The compacting machine 10 shown in FIG. 1 is a self-propelled roller-type compacting machine that can self-travel on the ground 400 and compacts the ground 400 by the rolling wheel 200.

締固め機械10は、ダムや堤防など築堤工事や道路工事などの土工事において、土や砕石などからなる地盤400を締固めるのに用いられる機械であり、前輪が転圧輪(鉄輪)200、後輪がゴム製タイヤ300で構成され、更に、前輪の転圧輪200が振動可能に構成された所謂コンバインド型の振動ローラである。
なお、締固め機械10の前後輪を上記の構成に限定するものではなく、例えば、前輪及び後輪を共に転圧輪(鉄輪)200とした締固め機械10や、鉄輪とタイヤローラとを組み合わせた締固め機械10とすることができ、更に、転圧輪200を振動させる振動機構を備えないタイプとすることができる。
The compacting machine 10 is a machine used for compacting the ground 400 made of soil or crushed stone in earthworks such as dams and embankments and road works, and the front wheel is a compaction wheel (iron wheel) 200, This is a so-called combined type vibration roller in which the rear wheel is constituted by a rubber tire 300 and the front wheel compaction wheel 200 is configured to be vibrated.
The front and rear wheels of the compaction machine 10 are not limited to the above-described configuration. For example, the compaction machine 10 in which the front wheels and the rear wheels are both compaction wheels (iron wheels) 200, or a combination of the steel wheels and tire rollers. The compacting machine 10 can be used, and further, a type without a vibration mechanism for vibrating the rolling wheel 200 can be provided.

締固め機械10は、本体20と、転圧輪200を含んで構成され本体20の前方側(前進側)に配置される振動締固め装置30とで主に構成される。
締固め機械10の本体20は、後輪としてのゴム製タイヤ300を回転可能に支持するとともに、操縦部21、ゴム製タイヤ(後輪)300を回転駆動する走行駆動機構(図示省略)、更に、走行駆動機構などを制御する制御ユニット(図示省略)などを備える。
The compacting machine 10 is mainly composed of a main body 20 and a vibration compacting device 30 that includes the rolling wheel 200 and is disposed on the front side (advance side) of the main body 20.
The main body 20 of the compacting machine 10 rotatably supports a rubber tire 300 as a rear wheel, and also a steering drive unit, a travel drive mechanism (not shown) that rotationally drives the rubber tire (rear wheel) 300, and further And a control unit (not shown) for controlling the travel drive mechanism and the like.

走行駆動機構は、ゴム製タイヤ300を回転駆動する走行用油圧モータ、エンジン(内燃機関)、エンジンで駆動される油圧ポンプなどを含む公知の機構であり、油圧ポンプから走行用油圧モータへの作動油の供給が制御ユニットによって制御される。
操縦部21は、ステアリング21aの他、図示を省略したトラベルレバー、表示部などを備える。
The travel drive mechanism is a known mechanism including a travel hydraulic motor that rotationally drives the rubber tire 300, an engine (internal combustion engine), a hydraulic pump that is driven by the engine, and the like, and is operated from the hydraulic pump to the travel hydraulic motor. The oil supply is controlled by the control unit.
The control unit 21 includes a travel lever, a display unit, and the like that are not shown in addition to the steering 21a.

更に、締固め機械10の本体20は、本体20前方に配置される転圧輪200を地盤400との間に挟み込むようにして設けられる上板25を備える。上板25は、一端が本体20の前面に固定され、他端が前方に向けて略水平に延設される。
振動締固め装置30は、転圧輪200、転圧輪200を振動させる振動機構31、転圧輪200を回転駆動する回転駆動機構32、本体20に連結され転圧輪200を回転可能に支持する支持フレーム33などを備える。
Furthermore, the main body 20 of the compacting machine 10 includes an upper plate 25 provided so as to sandwich the rolling wheel 200 disposed in front of the main body 20 with the ground 400. One end of the upper plate 25 is fixed to the front surface of the main body 20, and the other end extends substantially horizontally toward the front.
The vibration compaction device 30 is connected to the pressure wheel 200, a vibration mechanism 31 that vibrates the pressure wheel 200, a rotation drive mechanism 32 that rotationally drives the pressure wheel 200, and the main body 20 so as to rotatably support the pressure wheel 200. The support frame 33 is provided.

転圧輪200は、金属製で中空に形成され、転圧輪200の回転軸X3に直交する断面での外形形状がルーローの三角形をなすように形成される。
ルーローの三角形(Reuleaux triangle)は、正三角形の各頂点を中心に半径がその正三角形の1辺となる円弧を結んでできる定幅図形であり、正三角形の各辺を膨らませたような形をなし、ルーローの多角形のうちで辺と頂点の数が最も少ない形状である。
このルーローの三角形は、定幅図形であるため高さが一定のまま転がることができ、更に、図2に示すように、正方形の中で内接しながら回転することができる図形である。
The rolling wheel 200 is made of metal and is formed in a hollow shape so that the outer shape of the rolling wheel 200 in a cross section orthogonal to the rotation axis X3 forms a Rouleau triangle.
The Reuleaux triangle is a fixed-width figure formed by connecting arcs whose radius is one side of the regular triangle centered on each vertex of the regular triangle, and has a shape that bulges each side of the regular triangle. None, the shape with the fewest number of sides and vertices in the Rouleau polygon.
The Reuleaux triangle is a figure with a constant width, so that it can roll with a constant height, and as shown in FIG. 2, it can be rotated while inscribed in a square.

振動機構31は、転圧輪200の中空部内に設置され、転圧輪200の回転軸X3と平行に転圧輪200内に回転可能に支持される起振軸31a、起振軸31aに固定される偏心重錘31b、起振軸31aを回転駆動する振動用油圧モータ(図示省略)などを含んで構成される。
そして、起振軸31aが振動用油圧モータによって回転駆動され、偏心重錘31bが起振軸31aと一体に回転すると、遠心力によって転圧輪200が振動する。
なお、振動機構31は、起振軸31aと偏心重錘31bとの組み合わせを複数備えることができる。
The vibration mechanism 31 is installed in a hollow portion of the roller wheel 200, and is fixed to the vibration shaft 31a and the vibration shaft 31a that are rotatably supported in the roller wheel 200 in parallel with the rotation axis X3 of the roller wheel 200. Including an eccentric weight 31b, a vibration hydraulic motor (not shown) for rotationally driving the excitation shaft 31a, and the like.
When the vibration generating shaft 31a is rotationally driven by a vibration hydraulic motor and the eccentric weight 31b rotates integrally with the vibration generating shaft 31a, the rolling wheel 200 is vibrated by centrifugal force.
In addition, the vibration mechanism 31 can include a plurality of combinations of the excitation shaft 31a and the eccentric weight 31b.

回転駆動機構32は、回転駆動用油圧モータ32aを含んで構成される。
起振軸31aを回転駆動する振動用油圧モータ及び回転駆動用油圧モータ32aは、本体20に設けられる油圧ポンプから作動油が供給される。
The rotation drive mechanism 32 includes a rotation drive hydraulic motor 32a.
The hydraulic oil for vibration and the hydraulic motor 32a for rotational driving that rotationally drive the excitation shaft 31a are supplied with hydraulic oil from a hydraulic pump provided in the main body 20.

支持フレーム33は、本体20に一端が連結されるメインフレーム33aと、メインフレーム33aの他端に連結され転圧輪200を左右方向から挟み込むようにして支持する一対のサブフレーム33b、33bとで構成される。
メインフレーム33aの一端(基端)は、鉛直方向に延びる回転軸X1回りに回動可能なヒンジ機構41を介して本体20の前面に連結される。サブフレーム33b、33bの基端部は、水平方向に延びる回転軸X2回りに回動可能なヒンジ機構42を介してメインフレーム33aの他端(先端)に連結される。
The support frame 33 is composed of a main frame 33a whose one end is connected to the main body 20, and a pair of sub frames 33b and 33b which are connected to the other end of the main frame 33a and support the rolling wheel 200 from the left and right directions. Composed.
One end (base end) of the main frame 33a is connected to the front surface of the main body 20 via a hinge mechanism 41 that can rotate about a rotation axis X1 extending in the vertical direction. The base ends of the sub-frames 33b and 33b are connected to the other end (tip) of the main frame 33a via a hinge mechanism 42 that can be rotated about a rotation axis X2 extending in the horizontal direction.

つまり、サブフレーム33b、33b及び転圧輪200は、ヒンジ機構41により本体20に対し左右方向に揺動可能に構成されると共に、ヒンジ機構42により本体20に対し上下方向に揺動可能に構成される。
そして、断面形状がルーローの三角形である転圧輪200は、ルーローの三角形の図心(重心)を回転軸X3として、左右端がサブフレーム33b、33bに回転可能に支持される。
That is, the sub frames 33b and 33b and the rolling wheel 200 are configured to be swingable in the horizontal direction with respect to the main body 20 by the hinge mechanism 41 and configured to be swingable in the vertical direction with respect to the main body 20 by the hinge mechanism 42. Is done.
The rolling wheel 200 whose cross-sectional shape is a Rouleau triangle is rotatably supported by the subframes 33b and 33b with the centroid (center of gravity) of the Rouleau triangle as the rotation axis X3.

断面形状がルーローの三角形である転圧輪200が地盤400上を転がるときに、転圧輪200の重心の高さは一定ではなく上下動する。また、締固め機械10では、地盤400と上板25との距離が転圧輪200の幅に略一致するようにして転圧輪200の地盤400からの浮き上がりを抑制するように構成されている。
このため、ルーローの三角形の重心を回転軸X3とする場合、転がりに応じた重心位置の上下動は、サブフレーム33b、33bを上下動させようとする力を発生させ、これにより、サブフレーム33b、33bは回転軸X2を中心として上下方向に揺動し、回転軸X3の上下動を許容する。
When the rolling wheel 200 having a triangular cross-sectional shape rolls on the ground 400, the height of the center of gravity of the rolling wheel 200 is not constant but moves up and down. Further, the compacting machine 10 is configured so that the distance between the ground 400 and the upper plate 25 substantially coincides with the width of the rolling wheel 200 so as to prevent the rolling wheel 200 from lifting from the ground 400. .
For this reason, when the center of gravity of the Rouleau triangle is the rotation axis X3, the vertical movement of the gravity center position according to the rolling generates a force to move the subframes 33b and 33b up and down. , 33b swings in the vertical direction about the rotation axis X2, and allows the rotation axis X3 to move up and down.

つまり、サブフレーム33b、33bが上下方向に揺動可能に構成されていることで、ルーローの三角形の重心を回転軸X3とする転圧輪200を、回転軸X3を上下動させることで転圧輪200と地盤400との接触状態を保ったまま転がすことができるように構成されている。
そして、転圧輪200が振動しつつ地盤400上を転がることで、地盤400に締固め力が作用し、地盤400が締固められる。
In other words, the sub-frames 33b and 33b are configured to be swingable in the vertical direction, so that the rolling wheel 200 having the center of gravity of the Rouleau triangle as the rotation axis X3 can be compressed by moving the rotation axis X3 up and down. The wheel 200 and the ground 400 are configured to be able to roll while maintaining a contact state.
Then, the rolling wheel 200 rolls on the ground 400 while vibrating, so that a compaction force acts on the ground 400 and the ground 400 is compacted.

転圧輪200は、前述したように、その断面がルーローの三角形をなすように形成されているから、転圧輪200が地盤400上を転がるときにルーローの三角形の角部による転圧とルーローの三角形の円弧部分による転圧とが交互に行われることになる。
ルーローの三角形の角部による転圧では、図3(B)に示すように、高密度である地盤400の表層400aを分断しかつ分断箇所を押し広げるように転圧力が作用するため、地盤400の深部に転圧力が伝わり易くなり、表層と深部との間での密度差を小さくできる。
As described above, the rolling wheel 200 is formed so that its cross section forms a Rouleau triangle. Therefore, when the rolling wheel 200 rolls on the ground 400, the rolling force and the Rouleaux by the corners of the Rouleau triangle are rolled. The rolling by the circular arc part of the triangle is alternately performed.
As shown in FIG. 3 (B), the rolling force acts so as to sever the surface layer 400a of the ground 400 having a high density and to spread the part of the severing as shown in FIG. Thus, the rolling force is easily transmitted to the deep part, and the density difference between the surface layer and the deep part can be reduced.

また、転圧輪200の断面形状を正多角形とした場合も、正多角形の角部が表層の高密度層を分断して押し広げる作用を奏することになるが、ルーローの三角形では角部の間が円弧で結ばれるから、正多角形の場合よりもスムーズに転がることができると共に、円弧部分での転圧では、円形の転圧輪200と同様な転圧作用を奏することができる。
また、ルーローの三角形は、図2に示したように、正方形の中で内接しながら回転することができる図形であるから、図3(C)に示すように、構造物500の壁面500a近傍で転圧輪200を回転させて、壁面500a近傍の隅角部500cを締固めることが可能である。
Further, when the cross-sectional shape of the rolling wheel 200 is a regular polygon, the corners of the regular polygon have an effect of dividing and spreading the high-density layer of the surface layer. Since the gaps are connected by arcs, the rolls can be rolled more smoothly than in the case of a regular polygon, and the rolling action similar to that of the circular rolling wheel 200 can be achieved by rolling at the arc part.
Also, as shown in FIG. 2, the Reuleaux triangle is a figure that can rotate while inscribed in a square, and therefore, near the wall surface 500 a of the structure 500 as shown in FIG. It is possible to rotate the rolling wheel 200 to compact the corner portion 500c near the wall surface 500a.

これに対し、図3(A)に示すような断面円形の転圧輪600を用いた締固め機械では、転圧輪600が構造物500に接する位置まで近づけても、転圧箇所は、構造物500から転圧輪600の半径rだけ離れた位置になり、構造物500の壁面500bから距離r内の隅角部500cが略締固められないことになる。
ここで、構造物500近傍の隅角部500cを締固め機械10で締固める場合には、構造物500に向けて走行させた締固め機械10を、構造物500に突き当たる直前で停止させ、係る走行停止状態で、回転駆動機構(油圧モータ)32により転圧輪200を回転駆動して隅角部500cを締固める。
On the other hand, in the compaction machine using the rolling wheel 600 having a circular cross section as shown in FIG. 3 (A), even if the rolling wheel 600 is brought close to the position where it contacts the structure 500, the rolling point is the structure. The corner 500c within the distance r from the wall 500b of the structure 500 is not substantially compacted from the object 500 by a radius r of the rolling wheel 600.
Here, when the corner portion 500c in the vicinity of the structure 500 is compacted by the compaction machine 10, the compaction machine 10 traveled toward the structure 500 is stopped immediately before it hits the structure 500, and In the travel stop state, the rolling wheel 200 is rotationally driven by the rotational drive mechanism (hydraulic motor) 32 to compact the corner portion 500c.

このように、ルーローの三角形を断面形状とする転圧輪200を備える締固め機械10では、構造物500近傍の隅角部500cを締固めることができるから、隅角部500cを人力のタンパーや小型振動ローラなどで別途締固める作業が不要で、締固めの作業工程を簡略化でき、また、大型の締固め機械と小型の締固め機械との双方を準備する必要がない。
また、ルーローの三角形は、図2に示したように正方形の中で内接しながら回転することができる図形であるから、図4に示すように、締固め機械10の走行停止状態で回転駆動機構32により転圧輪200を回転駆動させることで地盤400を面状に締固めることが可能である。従って、転圧輪200による転圧力が加わる地盤400の矩形領域400bが所定の密度に相当する高さになるまで、締固め機械10の走行停止状態で転圧輪200を回転させるという施工法が可能である。
As described above, in the compacting machine 10 including the rolling wheel 200 having a cross-sectional shape of the Rouleau triangle, the corner portion 500c in the vicinity of the structure 500 can be compacted. There is no need for a compacting operation with a small vibrating roller, the compacting process can be simplified, and it is not necessary to prepare both a large compacting machine and a small compacting machine.
Further, since the Rouleau triangle is a figure that can rotate while inscribed in the square as shown in FIG. 2, the rotational drive mechanism is shown in FIG. The ground 400 can be compacted into a planar shape by rotationally driving the rolling wheel 200 by 32. Therefore, there is a construction method in which the compaction wheel 200 is rotated while the compaction machine 10 is stopped until the rectangular area 400b of the ground 400 to which the compaction force is applied by the compaction wheel 200 reaches a height corresponding to a predetermined density. Is possible.

なお、上板25と転圧輪200との摩擦抵抗を低下させるために、上板25の下面に、摩擦抵抗低減材を貼り付けたり複数のローラを回転可能に取付けたりすることができる。また、上板25と転圧輪200との衝突を緩衝するための緩衝材を上板25の下面に取付けることができる。
また、転圧輪200を回転駆動する回転駆動機構32は、油圧モータによって転圧輪200の回転軸を回転駆動する機構に限定されず、例えば、上板25に設けたクローラと転圧輪200との接触によって転圧輪200が回転駆動される構成とすることができる。
In order to reduce the frictional resistance between the upper plate 25 and the rolling wheel 200, a frictional resistance reducing material can be attached to the lower surface of the upper plate 25 or a plurality of rollers can be rotatably attached. Further, a buffer material for buffering the collision between the upper plate 25 and the rolling wheel 200 can be attached to the lower surface of the upper plate 25.
Further, the rotation driving mechanism 32 that rotationally drives the pressure wheel 200 is not limited to a mechanism that rotationally drives the rotation shaft of the pressure wheel 200 by a hydraulic motor, and, for example, a crawler provided on the upper plate 25 and the pressure wheel 200. The rolling wheel 200 can be configured to be rotationally driven by contact with.

上記のクローラを用いる回転駆動機構32は、前後方向に離間させて配置される一対のスプロケット、及び、これらのスプロケットに巻装される履帯を備える。そして、履帯の下面が転圧輪200の上端と接触するように構成し、スプロケットを油圧モータなどによって回転駆動することで、履帯と接触する転圧輪200が回転駆動されるようにする。
また、転圧輪200の支持構造として、サブフレーム33b、33bそれぞれに転圧輪200の回転軸X3を挿通させるための上下方向に長い長孔を形成し、ルーローの三角形の重心を通る転圧輪200の回転軸X3を前記長孔に挿通させることで、回転軸X3(重心)の上下動を許容する構成とすることができる。この場合、サブフレーム33b、33bを本体20に対し上下に揺動可能とする構造(ヒンジ機構42)は不要となる。
The rotational drive mechanism 32 using the above crawler includes a pair of sprockets that are spaced apart in the front-rear direction, and a crawler belt that is wound around these sprockets. Then, the lower surface of the crawler belt is configured to come into contact with the upper end of the rolling wheel 200, and the rolling wheel 200 in contact with the crawler belt is driven to rotate by rotating the sprocket with a hydraulic motor or the like.
Further, as a support structure for the rolling wheel 200, a long long hole is formed in each of the sub-frames 33b and 33b so as to allow the rotation axis X3 of the rolling wheel 200 to pass therethrough. By inserting the rotation axis X3 of the wheel 200 through the elongated hole, it is possible to allow a vertical movement of the rotation axis X3 (center of gravity). In this case, a structure (hinge mechanism 42) that allows the sub frames 33b and 33b to swing up and down with respect to the main body 20 is not necessary.

また、転圧輪200の支持構造として、サスペンションが組み込まれたフォーク機構(サスペンションフォーク)を用いて転圧輪200を支持する構造とし、地盤400から回転軸X3(重心)までの高さの変動を、サスペンションの伸縮で許容する構成とすることができる。
また、転圧輪200の支持構造として、メインフレーム33aを油圧シリンダに置き換え、転圧輪200の回転角度に連動させて前記油圧シリンダを伸縮させ、転圧輪200の回転軸X3が上下及び前後に動くように構成することができる。
Further, as a support structure of the rolling wheel 200, a fork mechanism (suspension fork) in which a suspension is incorporated is used to support the rolling wheel 200, and the height variation from the ground 400 to the rotation axis X3 (center of gravity). Can be configured to be allowed by the expansion and contraction of the suspension.
Further, as the support structure of the compaction wheel 200, the main frame 33a is replaced with a hydraulic cylinder, and the hydraulic cylinder is expanded and contracted in conjunction with the rotation angle of the compaction wheel 200, so that the rotation axis X3 of the compaction wheel 200 is up and down and front and rear. Can be configured to move.

つまり、ルーローの三角形を正方形に内接するように回転させたときの重心の軌跡は楕円状になるので、係る重心の動きを回転軸X3がトレースするように油圧シリンダを伸縮させて、転圧輪200が正方形の中で内接しながら回転するときの重心の動きに回転軸X3の動きを一致させるようにする。
これにより、転圧輪200の回転軌跡を正方形に近づけ、隅角部の転圧性能や、走行停止状態で地盤400を平面状に凹ませる転圧性能を向上させることができる。
That is, since the locus of the center of gravity when the Rouleau triangle is rotated so as to be inscribed in the square becomes an ellipse, the hydraulic cylinder is expanded and contracted so that the rotation axis X3 traces the movement of the center of gravity. The movement of the rotation axis X3 is made to coincide with the movement of the center of gravity when the 200 rotates while inscribed in a square.
Thereby, the rotation locus | trajectory of the rolling wheel 200 can be approximated to a square, the rolling performance of a corner part, and the rolling performance which dents the ground 400 planarly in a driving | running | working stop state can be improved.

また、転圧輪200に、ルーローの三角形をなす回転ガイド部材が正方形の中で内接しながら回転する回転ガイド部を設けると共に、転圧輪200の重心に設けた回転軸X3と回転駆動機構32(油圧モータ)とをユニバーサルジョイントなどで連結し、転圧輪200の回転軌跡が正方形になるように構成することができる。
また、図1に示した支持構造などにおいて、上板25を省略することも可能である。
また、上記実施形態の締固め機械10は、断面形状をルーローの三角形とした転圧輪200を備えるが、図5に示すように、断面形状がルーローの五角形である転圧輪210を備えて締固め機械11を構成することができる。
Further, the rolling wheel 200 is provided with a rotation guide portion that rotates while inscribed in a square with a rotation guide member that forms a Reuleaux triangle, and a rotation shaft X3 and a rotation drive mechanism 32 provided at the center of gravity of the rolling wheel 200. (Hydraulic motor) can be connected by a universal joint or the like, and the rotation locus of the rolling wheel 200 can be configured to be square.
Further, in the support structure shown in FIG. 1 and the like, the upper plate 25 can be omitted.
In addition, the compacting machine 10 of the above embodiment includes a rolling wheel 200 having a cross-sectional shape of a Rouleau, but includes a rolling wheel 210 having a cross-sectional shape of a Rouleau as shown in FIG. A compacting machine 11 can be constructed.

図5の締固め機械11は、断面形状をルーローの五角形とした転圧輪210を備える点以外は、図1に示した締固め機械10と同様の構成である。
係る締固め機械11は、断面形状をルーローの三角形とした転圧輪200を備える締固め機械10と略同様の作用効果を奏する。
The compacting machine 11 of FIG. 5 has the same configuration as the compacting machine 10 shown in FIG. 1 except that it includes a rolling wheel 210 having a cross-sectional shape of a Louro pentagon.
The compacting machine 11 has substantially the same operational effects as the compacting machine 10 including the rolling wheel 200 whose cross-sectional shape is a triangular triangle.

つまり、断面形状がルーローの五角形である転圧輪210の角部による転圧では、高密度である地盤400の表層を分断しかつ分断箇所を押し広げるように転圧力が作用するため、深部に転圧力が伝わり易くなり、表層と深部との間での密度差を小さくできる。
また、転圧輪の断面形状を円形とする締固め機械に比べ、断面形状がルーローの五角形である転圧輪210を備える締固め機械11では、走行停止状態で転圧輪210を回転駆動することで構造物の壁面に近い隅角部まで地盤400を締固めることができる。
That is, in the rolling by the corners of the rolling wheel 210 having a cross-sectional shape of a Louro pentagon, the rolling force acts so as to sever the surface layer of the ground 400 having a high density and to spread the severing part. The rolling pressure is easily transmitted, and the density difference between the surface layer and the deep portion can be reduced.
Compared to a compacting machine in which the cross-sectional shape of the compaction wheel is circular, the compaction machine 11 including the compaction wheel 210 having a cross-sectional shape of a pentagon with a Lou Lou is rotationally driven in a stopped state. Thus, the ground 400 can be compacted to a corner near the wall surface of the structure.

更に、転圧輪210による転圧力が加わる地盤400の矩形領域が所定の密度に相当する高さになるまで、締固め機械11の走行停止状態で転圧輪210を回転させるという施工法が可能である。
但し、ルーローの三角形とルーローの五角形とを同じ幅とした場合、断面形状をルーローの三角形とする転圧輪200を用いた方が、より壁面に近いところまで締固めることができ、また、停止状態で締固めることができる領域を広くできる。
Furthermore, a construction method is possible in which the compaction wheel 210 is rotated while the compaction machine 11 is stopped until the rectangular area of the ground 400 to which the compaction pressure is applied by the compaction wheel 210 reaches a height corresponding to a predetermined density. It is.
However, if the Rouleau triangle and the Rouleux pentagon have the same width, the rolling wheel 200 having a cross-sectional shape of the Rouleau triangle can be compacted to a position closer to the wall surface, and can be stopped. The area that can be compacted in the state can be widened.

一方、ルーローの多角形においては、辺(角部)の数が増えるほど、転がるときの重心の高さの変動が小さくなるので、ルーローの五角形を断面形状とする転圧輪210を用いる締固め機械11は、ルーローの三角形を断面形状とする転圧輪200を用いる締固め機械10に比べて転圧輪の転がりがスムーズになる。   On the other hand, in the Rouleau polygon, as the number of sides (corners) increases, the variation in the height of the center of gravity when rolling is reduced, so compaction using the rolling wheel 210 having a cross-sectional shape of the Rouleau pentagon. The rolling of the rolling wheel is smoother in the machine 11 than in the compacting machine 10 using the rolling wheel 200 having a cross section of a Rouleau triangle.

以上、好ましい実施形態を参照して本発明の内容を具体的に説明したが、本発明の基本的技術思想及び教示に基づいて、当業者であれば種々の変形態様を採り得ることは自明である。
ルーローの多角形とする転圧輪は、金属製(鉄輪)に限定されず、地盤との接触面がゴムなどの材料で形成される転圧輪をルーローの多角形とすることができる。
Although the contents of the present invention have been specifically described above with reference to the preferred embodiments, it is obvious that those skilled in the art can take various modifications based on the basic technical idea and teachings of the present invention. is there.
The rolling wheel used as the Roule polygon is not limited to a metal (steel ring), and the rolling wheel whose contact surface with the ground is formed of a material such as rubber can be used as the Roule polygon.

また、ルーローの五角形を断面形状とする転圧輪と、ルーローの三角形を断面形状とする転圧輪とを双方を備えて、締固め機械10を構成することができる。
また、ルーローの多角形のうちのルーローの七角形を転圧輪200の断面形状とすることができるが、ルーローの七角形以上の辺数とした場合、ルーローの三角形或いはルーローの五角形に比べて、高密度である地盤400の表層を分断する作用が弱まり、また、構造物(壁面)近傍の隅角部において締固めできない領域が広くなる。
In addition, the compacting machine 10 can be configured by including both a rolling wheel having a cross-sectional shape of a Rouleau pentagon and a rolling wheel having a cross-sectional shape of a Rouleau triangle.
In addition, the roule's heptagon among the roule's polygons can be the cross-sectional shape of the rolling wheel 200. However, when the number of sides is equal to or greater than the roule's heptagon, compared to the roule's triangle or roule's pentagon. In addition, the action of dividing the surface layer of the ground 400 having a high density is weakened, and an area that cannot be compacted is widened at a corner near the structure (wall surface).

10,11…締固め機械、20…本体、25…上板、30…振動締固め装置、31…振動機構、32…回転駆動機構、33…支持フレーム、33a…メインフレーム、33b…サブフレーム、41,42…ヒンジ機構、200,210…転圧輪(前輪)、300…ゴム製タイヤ(後輪)、400…地盤   DESCRIPTION OF SYMBOLS 10,11 ... Compaction machine, 20 ... Main body, 25 ... Upper plate, 30 ... Vibration compaction apparatus, 31 ... Vibration mechanism, 32 ... Rotation drive mechanism, 33 ... Support frame, 33a ... Main frame, 33b ... Sub-frame, 41, 42 ... hinge mechanism, 200, 210 ... rolling wheel (front wheel), 300 ... rubber tire (rear wheel), 400 ... ground

Claims (6)

断面形状がルーローの多角形である転圧輪を備える、締固め機械。   A compacting machine having a rolling wheel whose cross-sectional shape is a Rouleau polygon. 前記ルーローの多角形がルーローの三角形又はルーローの五角形である、請求項1記載の締固め機械。   The compacting machine according to claim 1, wherein the polygon of the rouleau is a rouleau triangle or roule pentagon. 前記転圧輪を振動させる振動機構を備える、請求項1又は2記載の締固め機械。   The compacting machine of Claim 1 or 2 provided with the vibration mechanism which vibrates the said rolling wheel. 前記転圧輪を回転駆動する回転駆動機構を備える、請求項1から請求項3のいずれか1つに記載の締固め機械。   The compacting machine according to any one of claims 1 to 3, further comprising a rotational drive mechanism that rotationally drives the rolling wheel. 請求項4記載の締固め機械を用いて地盤を締固める方法であって、
前記締固め機械の走行を停止し、
前記締固め機械の走行停止状態で前記転圧輪を前記回転駆動機構によって回転駆動させて地盤を締固める、
締固め方法。
A method for compacting the ground using the compaction machine according to claim 4,
Stop running the compaction machine,
The ground is compacted by rotating the rolling wheel by the rotational drive mechanism while the compaction machine is stopped.
Compaction method.
請求項4記載の締固め機械を用いて地盤を締固める方法であって、
前記ルーローの多角形をルーローの三角形とし、
壁面近傍の隅角部において前記締固め機械の走行を停止し、
前記締固め機械の走行停止状態で前記転圧輪を前記回転駆動機構によって回転駆動させて前記隅角部の地盤を締固める、
締固め方法。
A method for compacting the ground using the compaction machine according to claim 4,
The Rouleau polygon is the Rouleau triangle,
Stop running the compaction machine at the corner near the wall,
The grounding of the corner portion is compacted by rotating the rolling wheel by the rotational drive mechanism while the compaction machine is stopped running;
Compaction method.
JP2015120321A 2015-06-15 2015-06-15 Compaction method Active JP6527395B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2015120321A JP6527395B2 (en) 2015-06-15 2015-06-15 Compaction method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2015120321A JP6527395B2 (en) 2015-06-15 2015-06-15 Compaction method

Publications (2)

Publication Number Publication Date
JP2017002665A true JP2017002665A (en) 2017-01-05
JP6527395B2 JP6527395B2 (en) 2019-06-05

Family

ID=57752479

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2015120321A Active JP6527395B2 (en) 2015-06-15 2015-06-15 Compaction method

Country Status (1)

Country Link
JP (1) JP6527395B2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107313333A (en) * 2017-07-05 2017-11-03 薛峰 A kind of rumble strip machine
CN115094716A (en) * 2022-07-22 2022-09-23 徐工集团工程机械股份有限公司道路机械分公司 Road roller working device and road roller

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110685269B (en) * 2019-08-14 2021-04-23 北京开春绿化有限公司 Construction equipment for town road

Citations (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5681710A (en) * 1979-12-06 1981-07-04 Berrange Aubrey R Compactor
JPH04281995A (en) * 1991-03-07 1992-10-07 Tokyu Constr Co Ltd Rectangular shield construction work
JPH0541761B2 (en) * 1986-01-16 1993-06-24 Kawasaki Heavy Ind Ltd
WO1996014474A1 (en) * 1994-11-07 1996-05-17 Compaction Technology (Soil) Limited Compaction of soil
DE19648593A1 (en) * 1996-11-23 1998-06-04 Wacker Werke Kg Single- or twin-axle vibratory roller with non-cylindrical tyres
JP2000052116A (en) * 1998-08-10 2000-02-22 Tokai Univ Regular hexagonal hole drilling device
US6379081B1 (en) * 1996-12-05 2002-04-30 Wacker-Werke Gmbh & Co., Inc. Tires for rollers designed for compacting soil
JP2003034926A (en) * 2001-07-26 2003-02-07 Sakai Heavy Ind Ltd Method for compacting slope face with vibration roller, and vibration roller
JP2003239219A (en) * 2002-02-08 2003-08-27 Komatsu Ltd Crawler type vibration compacting machine
US6843615B1 (en) * 1998-11-09 2005-01-18 Compaction Technology (Soil) Limited Compaction roller
JP2007215820A (en) * 2006-02-17 2007-08-30 Hitoshi Akiyama Base for roller skate

Patent Citations (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5681710A (en) * 1979-12-06 1981-07-04 Berrange Aubrey R Compactor
JPH0541761B2 (en) * 1986-01-16 1993-06-24 Kawasaki Heavy Ind Ltd
JPH04281995A (en) * 1991-03-07 1992-10-07 Tokyu Constr Co Ltd Rectangular shield construction work
WO1996014474A1 (en) * 1994-11-07 1996-05-17 Compaction Technology (Soil) Limited Compaction of soil
DE19648593A1 (en) * 1996-11-23 1998-06-04 Wacker Werke Kg Single- or twin-axle vibratory roller with non-cylindrical tyres
US6379081B1 (en) * 1996-12-05 2002-04-30 Wacker-Werke Gmbh & Co., Inc. Tires for rollers designed for compacting soil
JP2000052116A (en) * 1998-08-10 2000-02-22 Tokai Univ Regular hexagonal hole drilling device
US6843615B1 (en) * 1998-11-09 2005-01-18 Compaction Technology (Soil) Limited Compaction roller
JP2003034926A (en) * 2001-07-26 2003-02-07 Sakai Heavy Ind Ltd Method for compacting slope face with vibration roller, and vibration roller
JP2003239219A (en) * 2002-02-08 2003-08-27 Komatsu Ltd Crawler type vibration compacting machine
JP2007215820A (en) * 2006-02-17 2007-08-30 Hitoshi Akiyama Base for roller skate

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107313333A (en) * 2017-07-05 2017-11-03 薛峰 A kind of rumble strip machine
CN115094716A (en) * 2022-07-22 2022-09-23 徐工集团工程机械股份有限公司道路机械分公司 Road roller working device and road roller

Also Published As

Publication number Publication date
JP6527395B2 (en) 2019-06-05

Similar Documents

Publication Publication Date Title
CN204417974U (en) Vibrating type compacting machine
JP2017002665A (en) Compaction machine and compaction method
CN105109567B (en) A kind of paver suspension crawler belt that goes the big figure
US1819866A (en) Tamping and rolling machine operated by vibration
JP4746411B2 (en) Self-propelled roller for pavement construction and pavement construction method
US11421390B2 (en) Adjustable mass eccentric for multi-amplitude vibratory mechanism for compactor and system and method thereof
RU2647537C1 (en) Vibrating self-propelled roller
JP4834440B2 (en) Vibration roller
US20190242074A1 (en) Forward and reversible self-propelled vibratory pothole packer
JPH0931912A (en) Vibration tire roller
JPH02240306A (en) Bent surface finishing device
CN202577115U (en) Vibrating road compactor and vibrating wheel amplitude regulating mechanism thereof
JP6387096B2 (en) Paving material leveling apparatus and paving material leveling method
CN102518026A (en) Screed possessing uniform amplitude of spreader
RU2647538C1 (en) Vibrating self-propelled compaction roller for materials and soils
JP5948086B2 (en) Pile driving method
CN105064180B (en) A kind of device of excitation of road roller
RU2684258C1 (en) Self-propelled vibratory roller
CN107700468A (en) A kind of construction level land device
CN107059557A (en) One kind is exempted to consign single-drum road roller
RU2524063C2 (en) Vibrating rammer for compaction of road construction materials
JP2003034926A (en) Method for compacting slope face with vibration roller, and vibration roller
JP5921256B2 (en) Pile driver
JPH081186Y2 (en) Crawler type traveling device
JP4544599B2 (en) Circumference compactor

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20171116

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20180828

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20180925

A521 Request for written amendment filed

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20181113

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20190507

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20190510

R150 Certificate of patent or registration of utility model

Ref document number: 6527395

Country of ref document: JP

Free format text: JAPANESE INTERMEDIATE CODE: R150