JP2001151167A - Track shoe for crawler belt - Google Patents

Track shoe for crawler belt

Info

Publication number
JP2001151167A
JP2001151167A JP2000321653A JP2000321653A JP2001151167A JP 2001151167 A JP2001151167 A JP 2001151167A JP 2000321653 A JP2000321653 A JP 2000321653A JP 2000321653 A JP2000321653 A JP 2000321653A JP 2001151167 A JP2001151167 A JP 2001151167A
Authority
JP
Japan
Prior art keywords
elastic
rigid
crawler
elastic body
footboard
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
JP2000321653A
Other languages
Japanese (ja)
Other versions
JP3437164B2 (en
Inventor
Satoshi Miyaoka
諭 宮岡
Yoshiyuki Awaya
祥幸 粟屋
Seiichi Tanaka
精一 田中
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.)
Kobelco Construction Machinery Co Ltd
Kobe Steel Ltd
Original Assignee
Kobelco Construction Machinery Co Ltd
Kobe Steel Ltd
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 Kobelco Construction Machinery Co Ltd, Kobe Steel Ltd filed Critical Kobelco Construction Machinery Co Ltd
Priority to JP2000321653A priority Critical patent/JP3437164B2/en
Publication of JP2001151167A publication Critical patent/JP2001151167A/en
Application granted granted Critical
Publication of JP3437164B2 publication Critical patent/JP3437164B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

PROBLEM TO BE SOLVED: To provide a track shoe for crawler belt having high stability and high durability. SOLUTION: This track chose comprises a contact part where the elastic body of an elastic track shoe makes contact with the ground surface of a rigid track shoe in the state where the elastic track shoe is simply combined with the ground surface of the rigid track shoe and a clearance part where a clearance is generated between the elastic body and the ground surface of the rigid track show in this state. In the state where a nut is fastened with a prescribed torque, the elastic body in the contact part is pressed, and the clearance part is eliminated.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、主として油圧ショ
ベルやクレーン等の建設、土木機械等に使用される弾性
を有する無限軌道履帯用履板に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a crawler track having elasticity which is mainly used for construction of hydraulic excavators and cranes, civil engineering machines and the like.

【0002】[0002]

【従来の技術】無限軌道履帯により走行する建設機械・
土木機械においては、通常鉄製の剛性履板が使用される
ことが多い。無限軌道履帯は、例えば図13に示す上部
旋回式の油圧ショベル1であっては、下部走行体2の左
右に設けられたトラックフレーム3(左右とも同一の構
成であるのでここでは一方のクローラフレーム3につい
てのみ説明する)の一方端に配設されたアイドラ4と、
他方端に配設された走行モータ5と、下部に配設された
下部ローラ6と、上部に配設された上部ローラ7とにわ
たって、無端状の無限軌道履帯8が掛け回されている。
前記無限軌道履帯8は図14に示すように、複数の鉄製
のリンク9がピン10により連結されており、このリン
ク9に剛性履板11が図示しないボルトにより締結され
て構成されている。
2. Description of the Related Art Construction machines traveling on crawler tracks
In civil engineering machines, iron-made rigid shoes are usually used in many cases. The crawler crawler track is, for example, an upper swing hydraulic excavator 1 shown in FIG. 13, in which a track frame 3 provided on the left and right sides of a lower traveling body 2 (the left and right tracks have the same configuration, so one crawler frame is used here). 3 only), an idler 4 arranged at one end of
An endless track crawler belt 8 is wound around a traveling motor 5 disposed at the other end, a lower roller 6 disposed at a lower part, and an upper roller 7 disposed at an upper part.
As shown in FIG. 14, the endless track crawler 8 has a plurality of iron links 9 connected by pins 10, and a rigid crawler plate 11 is fastened to the links 9 by bolts (not shown).

【0003】この剛性履板を備えた無限軌道履帯によれ
ば、舗装路面を走行すると剛性履板の接地面と路面との
接触により非常に大きな打撃音が発生する。また同時に
剛性履板は路面を激しく損傷させる場合があった。近
年、都市部での工事の増加に伴い、例えば油圧ショベル
や履帯式クレーン等の建設機械では、走行時の騒音や、
路面の保護について関心が深まってきた。この為、各種
の低騒音、路面保護機能を備えた無限軌道履帯が種々勘
案されてきた。
According to the crawler track provided with the rigid crawler, an extremely loud striking sound is generated when traveling on a pavement due to the contact between the ground contact surface of the rigid crawler and the road surface. At the same time, the rigid footboard may severely damage the road surface. In recent years, with the increase in construction work in urban areas, for example, construction machinery such as hydraulic shovels and crawler cranes, noise during traveling,
Interest in protecting the road surface has increased. For this reason, various crawler tracks having various low noise and road surface protection functions have been considered.

【0004】一つにはゴムクローラと呼ばれるものがあ
り、これは履帯全体が芯金及びワイヤー等で補強された
ゴム等の弾性体で形成されており、低騒音、路面保護と
いう面では優れている。反面、上述した剛性履板を備え
た無限軌道履帯のように、鉄製のリンク同士をピンで連
結し、このリンクに剛性履板をボルトで締結して無端状
の無限軌道履帯を形成する剛性履板に対して、全体をゴ
ム等の弾性体で形成したゴムクローラは、強度的に不安
があり、この為ゴムクローラ自体の磨耗や損傷が多く、
更に部分的な修復も困難であるという問題が生じてい
た。また、著しく磨耗し或いは損傷したゴムクローラを
廃棄する場合にも、産業廃棄物の増加という社会的問題
につながり、この為ゴムクローラのゴムを再利用しよう
とする動きもあるが、ワイヤー等が複雑に埋設されたゴ
ムクローラの再生には費用が多く掛かり、現実的には困
難な場合が多かった。
One type is called a rubber crawler, in which the entire crawler belt is formed of an elastic material such as rubber reinforced with a cored bar and a wire, and is excellent in terms of low noise and road surface protection. I have. On the other hand, as in the endless track crawler provided with the above-mentioned rigid crawler, the iron links are connected to each other with pins, and the rigid crawler is fastened to these links with bolts to form an endless crawler crawler. A rubber crawler made entirely of an elastic material such as rubber with respect to the plate is uneasy in terms of strength, so the rubber crawler itself is often worn and damaged,
Further, there has been a problem that it is difficult to partially repair the device. Also, when a rubber crawler that has been significantly worn or damaged is discarded, it leads to a social problem of increasing industrial waste, and there is a movement to reuse rubber of the rubber crawler. Rebuilding rubber crawlers buried in the city was costly and often difficult in practice.

【0005】もう一つには、弾性履板と呼ばれるものが
ある。これは、一般に使用される鉄製の剛性履板に対し
て、ゴム等の弾性体で接地面を形成した弾性履板を焼き
付け等により直接接着したものや、芯金を有する弾性履
板を別に製作して、ボルト等により剛性履板に一枚ずつ
締結するものである。何れの場合も、剛性履板を利用し
て接地面にゴム等の弾性体を配置した構造であるので、
トラックリンクに剛性履板をボルトで締結した構造はそ
のまま使用でき、強度的に有利であるし、部分的に損傷
した場合には一枚の履板単位で取り換えができる。しか
しながら、この内剛性履板に焼き付けするタイプの弾性
履板では、弾性体が磨耗した場合、剛性履板と共に取り
換えする必要があり、コスト面で不利であるため、例え
ば実開平5−82776のように弾性履板を別に製作し
て、剛性履板に着脱自在に取り付けるタイプのものが近
年では増加している(図15)。
[0005] Another type is called an elastic shoe. This is made by directly bonding an elastic shoe with an elastic body such as rubber to form a grounding surface directly on a commonly used iron rigid shoe, such as by baking, or an elastic shoe with a cored bar. Then, the rigid shoes are fastened one by one to each other with bolts or the like. In any case, the structure is such that an elastic body such as rubber is arranged on the grounding surface using a rigid footboard,
A structure in which a rigid track plate is fastened to a track link by bolts can be used as it is, which is advantageous in terms of strength. In the case of partial damage, it can be replaced in units of one track plate. However, in the case of the elastic footwear of the type which is baked on the inner rigid footwear, when the elastic body is worn, it is necessary to replace it with the rigid footwear, which is disadvantageous in terms of cost. In recent years, there has been an increase in the number of types in which elastic footboards are separately manufactured and detachably attached to rigid footwear boards (FIG. 15).

【0006】[0006]

【発明が解決しようとする課題】しかしながら、従来の
弾性履板を装着した建設機械では、次のような問題が未
だ生じていた。すなわち、例えば先述の油圧ショベル1
の作業機50で掘削作業をおこなったり、図示しない専
用の吊り具を作業機先端に取り付けて重量物を吊った場
合、最前端に位置する下部ローラ6aの下方に位置する
履板に局所的に荷重が掛かる。このとき下部ローラ6a
の直下に弾性履板12の接地面がある場合には弾性履板
12全体で荷重を受けるためよいのであるが、図16の
ように隣り合う弾性履板12の間、すなわちピン10の
上方付近に下部ローラ6aがある状態では、隣り合う弾
性履板の接地面の端部に局所的に荷重が掛かり、弾性履
板が部分的に大きく変形して、結果的にこの部分の沈み
込みが大きくなるため、油圧ショベル自体が踏ん張りが
ず、静安定度が悪化し、また下部ローラ6aの落ち込み
により走行振動が大きかった。
However, the following problems still exist in construction machines equipped with conventional elastic footwear. That is, for example, the aforementioned excavator 1
When the excavation work is performed by the work machine 50 or a heavy lifting object (not shown) is attached to the tip of the work machine and a heavy object is suspended, the work is locally applied to the crawler plate located below the lowermost roller 6a located at the forefront end. Load is applied. At this time, the lower roller 6a
When there is a ground contact surface of the elastic shoe plate 12 directly below, the entire elastic shoe plate 12 can receive a load. However, as shown in FIG. In the state where the lower roller 6a is provided, a load is locally applied to the end of the contact surface of the adjacent elastic shoe plate, and the elastic shoe plate is partially largely deformed, and as a result, the sinking of this portion is large. Therefore, the hydraulic excavator itself did not step on itself, the static stability was deteriorated, and the traveling vibration was large due to the drop of the lower roller 6a.

【0007】また、図15に示す従来の弾性履板では、
弾性体14が固着されている芯金13が剛性履板11の
最前端及び最後端帯状突起11a,11bと同じ高さ位
置に至っている。この為、この弾性履板12の前後方向
へ作用する建設機械を前後方向へ移動させるための牽引
力により、芯金13に固着されている部分の弾性体と、
前記帯状突起11a,11bの頂面より弾性体12の接
地面側の弾性体との境界部分、すなわち芯金13の先端
部位置に剪断力が作用して、亀裂が発生することがあっ
た。
In the conventional elastic shoe shown in FIG.
The metal core 13 to which the elastic body 14 is fixed has reached the same height position as the frontmost and rearmost band-shaped projections 11a and 11b of the rigid shoe plate 11. For this reason, by the traction force for moving the construction machine acting in the front-back direction of the elastic footboard 12 in the front-back direction,
A shear force may act on the boundary between the top surfaces of the strip-shaped protrusions 11a and 11b and the elastic body on the ground surface side of the elastic body 12, that is, the position of the tip of the core bar 13, and cracks may occur.

【0008】また、図15に示す従来技術の弾性履板で
は、帯状突起11a,11bの頂面と、弾性体の端部の
接触面とは接着されていないため、砂や小石等がこの当
接面間に入り込み、これにより弾性体を損傷させる恐れ
があった。弾性体14を形成する際にも、この端部の角
部はある程度の円弧形状部が生じてしまい、また剛性履
板11は通常鍛造にて形成されるため、同様にこの頂面
角部には円弧形状部が生じる。この両者の円弧形状部が
漏斗的な作用を及ぼし、この当接面間に砂や小石等を引
き込んでしまうという問題もあった。
In the conventional elastic shoe shown in FIG. 15, since the top surfaces of the belt-like projections 11a and 11b are not adhered to the contact surfaces at the ends of the elastic body, sand, pebbles and the like are not adhered. There is a possibility that the elastic body may enter between the contact surfaces and damage the elastic body. When the elastic body 14 is formed, a certain arc-shaped portion is formed at the corner of the end portion, and the rigid crawler plate 11 is usually formed by forging. Has an arc-shaped portion. There is also a problem that the two arc-shaped portions have a funnel-like action, and sand or pebbles are drawn between the contact surfaces.

【0009】本発明は、上述したような種々の課題を解
決するとともに、より安定性が高く、また耐久性の高い
無限軌道履帯用弾性履板を提供しようとするものであ
る。
An object of the present invention is to solve the above-mentioned various problems and to provide a more stable and durable elastic crawler track for crawler tracks.

【0010】[0010]

【課題を解決するための手段】複数のリンクと、前記リ
ンクそれぞれにボルトにより締結される剛性履板と、前
記剛性履板の接地面にそれぞれに着脱自在に取り付けさ
れる弾性履板とを有するとともに、前記複数のリンクを
ピンにより無端状に連結して構成される無限軌道履帯に
おいて、前記弾性履板は、芯金と、前記芯金に一体的に
固着された弾性体とを有し、前記弾性体は、硬質の第1
弾性層と、前記第1弾性層より軟質な第2弾性層を有
し、前記第1弾性層は、前記芯金及び/或いは剛性履板
の接地面から前記弾性履板の接地面に至る範囲で、且つ
前記無限軌道履帯の進行方向の前後端に配置され、前記
第2弾性層は、前記無限軌道履帯の進行方向で前記第1
弾性層に挟まれるように配置した。
The present invention has a plurality of links, a rigid footboard fastened to each of the links by bolts, and an elastic footboard removably attached to a ground surface of the rigid footboard. Along with the endless track crawler track configured by connecting the plurality of links endlessly with pins, the elastic crawler plate has a core bar and an elastic body integrally fixed to the core bar, The elastic body is a hard first material.
An elastic layer and a second elastic layer softer than the first elastic layer, wherein the first elastic layer extends from a ground surface of the cored bar and / or the rigid shoe to a ground surface of the elastic shoe. And the second elastic layer is disposed at the front and rear ends in the traveling direction of the crawler track, and the second elastic layer is disposed in the first direction in the traveling direction of the crawler track.
It was arranged so as to be sandwiched between elastic layers.

【0011】これによれば、リンクを連結するピン上方
付近に下部ローラが来た状態で、この下部ローラに局所
的な荷重が掛かった場合でも、隣り合う弾性履板の前後
端は芯金及び/或いは剛性履板から接地面に至るまで硬
質な弾性体で形成されているので、この弾性体の弾性変
形量は小さく、これによりこの弾性履板が適用される建
設機械等の作業時の静安定度は高くなる。また前記下部
ローラの直下に弾性履板の接地面がある場合と、前述の
ピン上方付近に下部ローラがある場合とで、下部ローラ
部分の沈み込み量の差が減少し、建設機械等の作業者に
違和感や不安感を与えずに、作業に従事させることがで
きる。
According to this, even when a local load is applied to the lower roller near the upper portion of the pin connecting the link, even if a local load is applied to the lower roller, the front and rear ends of the adjacent elastic crawler plates are fixed to the metal core and the metal bar. And / or is formed of a hard elastic body from the rigid footwear plate to the ground contact surface, so that the elastic body has a small amount of elastic deformation. Stability is higher. In addition, the difference in the amount of sinking of the lower roller portion between the case where the ground contact surface of the elastic shoe plate is located immediately below the lower roller and the case where the lower roller is located near the above-mentioned pin is reduced, and the work of construction machinery and the like is reduced. The person can be engaged in the work without giving a sense of incongruity or anxiety.

【0012】或いはまた、複数のリンクと、前記リンク
それぞれにボルトにより締結される剛性履板と、前記剛
性履板の接地面にそれぞれに着脱自在に取り付けされる
弾性履板とを有するとともに、前記複数のリンクをピン
により無端状に連結して構成される無限軌道履帯におい
て、隣り合う前記リンクを連結するピンを中心として隣
り合う前記剛性履板或いは弾性履板の相対面が近接する
方向へ回動し、前記隣り合う剛性履板の相対面が接触し
たとき、前記隣り合う弾性履板の相対面が最小になる最
小間隔部分が、弾性履板の実質的な接地面に連続すると
ともに、前記最小間隔部分において前記弾性履板の相対
面は接触しないようにした。更にこの場合において、前
記隣り合う弾性履板の相対面の最小間隔部分は、前記隣
り合う剛性履板の相対面が接触したときに、互いに平行
な面であるとともに、前記最小間隔部分での相対面の間
隔が、前記弾性履板が弾性変形しない状態で1〜10m
mとなるようにした。
[0012] Alternatively, the vehicle has a plurality of links, a rigid footboard fastened to each of the links by bolts, and an elastic footboard removably attached to a ground surface of the rigid footboard, respectively. In an endless track that is formed by connecting a plurality of links endlessly by pins, the track is turned in a direction in which the relative surfaces of the adjacent rigid or elastic shoes come close to each other around the pin that connects the adjacent links. Move, when the relative surfaces of the adjacent rigid footwear are in contact with each other, the minimum interval portion where the relative surface of the adjacent elastic footwear is minimized is continuous with the substantial ground contact surface of the elastic footwear, At the minimum interval portion, the opposing surfaces of the elastic footboard are prevented from contacting each other. Further, in this case, the minimum gap between the relative surfaces of the adjacent elastic shoe plates is a plane parallel to each other when the relative surfaces of the adjacent rigid shoe plates are in contact with each other, and the relative gap at the minimum gap portion is The distance between the surfaces is 1 to 10 m in a state where the elastic footboard is not elastically deformed.
m.

【0013】これによれば、隣り合う弾性履板の相対面
間への砂や小石等の噛み込みによる弾性履板の損傷を減
少できるとともに、前記弾性履板の接地面積を最大限確
保することができる。すなわち、上述もしたリンクを連
結するピン上方付近に下部ローラが来た状態で、この下
部ローラに局所的な荷重が掛かった場合の下部ローラの
沈み込みを小さくするためには、隣り合う弾性履板の相
対面間の間隔が小さいほど有利なのではあるが、この間
隔を不用意に小さくすると、隣り合う前記剛性履板或い
は弾性履板の相対面が近接する方向へ回動した状態、い
わゆる逆反り状態時に弾性履板の相対面同士が接触して
過剰に圧縮された状態となり、この接触部分での、弾性
体の圧縮変形や変形状態から戻ることによりに生じる摩
擦や、或いは、この接触部分に噛み込まれることが多い
砂,泥,小石等が弾性体に食い込むことなどにより、弾
性体が損傷を起こす。本発明では、この隣り合う弾性履
板の相対面間の間隔が実質的な問題を生じない最小限の
間隔とし、弾性体の損傷を防ぐとともに、弾性履板の接
地面積を可能な限り大きくとり、隣り合う弾性履板の接
地面間の間隔を最小にすることで、より良好な安定性を
も確保することができたのである。尚、間隔を1〜10
mm程度の範囲から必要に応じて選択するようにすれ
ば、リンクピッチ(リンクのピン間距離)や弾性体の硬
度が実用上問題ない範囲で相違しても、本発明の作用を
得ることができることが出願人の行った実験で確認され
ている。ここでの数値範囲には、弾性体の製造時に生じ
る誤差等による相違が含まれることは言うまでもない。
また、実質的な接地面とは、この弾性履板に通常の作業
状態での荷重が作用したときに接地する面であり、弾性
履板の接地面の端部付近に形成された円弧形状部や面取
りは実質的な接地面と見なすものである。
According to this, it is possible to reduce damage to the elastic shoe plate due to biting of sand or pebbles between the relative surfaces of the adjacent elastic shoe plates, and to ensure the maximum contact area of the elastic shoe plate. Can be. In other words, in order to reduce the sinking of the lower roller when a local load is applied to the lower roller in the state where the lower roller comes near the upper part of the pin connecting the link described above, it is necessary to use the elastic shoes adjacent to the lower roller. The smaller the distance between the relative surfaces of the boards is, the more advantageous it is. However, if the distance is carelessly reduced, the state in which the relative surfaces of the adjacent rigid or elastic shoes rotate in the direction approaching each other, so-called reverse In the retracted state, the relative surfaces of the elastic crawler plates come into contact with each other and become excessively compressed, and the friction at the contact portion caused by the compression deformation of the elastic body or the return from the deformed state, or the contact portion The elastic body is damaged by sand, mud, pebbles, etc., which are often bitten by the elastic body. According to the present invention, the interval between the relative surfaces of the adjacent elastic shoes is set to a minimum interval that does not cause a substantial problem, the damage of the elastic body is prevented, and the contact area of the elastic shoes is set as large as possible. By minimizing the distance between the contact surfaces of the adjacent elastic foot plates, better stability could be secured. In addition, the interval is 1 to 10
If the distance is selected as needed from the range of about mm, the effect of the present invention can be obtained even if the link pitch (the distance between the pins of the link) and the hardness of the elastic body are different within a range in which there is no practical problem. Experiments conducted by the applicant have confirmed that this is possible. It is needless to say that the numerical value range here includes a difference due to an error or the like generated during the manufacturing of the elastic body.
The substantial ground contact surface is a surface that comes into contact with a ground when a load is applied to the elastic shoe plate in a normal working state, and an arc-shaped portion formed near an end of the ground contact surface of the elastic shoe plate. Chamfers and chamfers are considered to be substantial treads.

【0014】この場合に、前記弾性履板は、前記最小間
隔部分が前記相対面における前記弾性履板の接地面から
前記剛性履板の接地面に至る垂直距離の約1/2〜3/
4を占めるとともに、前記剛性履板の接地面から前記最
小間隔部分に至るまでの範囲は前記剛性履板の接地面に
対して略垂直に立ち上がる形状とすることにより、一つ
の剛性履板に取り付けられる弾性履板の弾性体を安定的
に、かつ弾性体量を可能な限り多くすることができ、こ
れにより、弾性履板の弾性変形量を少なくすることがで
きたため、更に安定度を増すことができた。
[0014] In this case, the elastic shoe plate has a minimum distance of about 1/2 to 3/3 of a vertical distance from the contact surface of the elastic shoe plate to the contact surface of the rigid shoe plate in the relative surface.
4 and the range from the contact surface of the rigid shoe plate to the minimum gap portion is formed so as to rise substantially perpendicularly to the contact surface of the rigid shoe plate. It is possible to stably increase the amount of the elastic body of the elastic crawler plate and increase the amount of the elastic body as much as possible, thereby reducing the amount of elastic deformation of the elastic crawler plate, thereby further increasing the stability. Was completed.

【0015】或いはまた、複数のリンクと、前記リンク
それぞれにボルトにより締結される剛性履板と、前記剛
性履板の接地面にそれぞれに着脱自在に取り付けされる
弾性履板とを有するとともに、前記複数のリンクをピン
により無端状に連結して構成される無限軌道履帯におい
て、前記剛性履板は接地面側に突出する複数の幅方向の
帯状突起を有し、前記弾性履板は、芯金と、前記芯金に
一体的に固着されるとともに前記弾性履板の接地面を形
成する弾性体を有し、前記芯金は前記帯状突起により形
成される剛性履板の接地面の凹凸形状に相対する凹凸形
状に形成され、前記複数の帯状突起のうち最前端及び最
後端の帯状突起の頂面は前記芯金によって覆われずに前
記弾性体によってのみ覆われ、前記芯金の前端部及び後
端部は、前記最前端及び最後端の帯状突起のそれぞれ頂
面の高さ位置に至らないようにした。
[0015] Alternatively, the vehicle further comprises a plurality of links, a rigid footboard fastened to each of the links by bolts, and an elastic footboard detachably attached to a ground surface of the rigid footboard, respectively. In an endless track crawler belt formed by connecting a plurality of links endlessly by pins, the rigid crawler plate has a plurality of width-direction band-shaped protrusions protruding toward a ground contact surface, and the elastic crawler plate includes a metal core. And an elastic body integrally fixed to the metal core and forming a grounding surface of the elastic shoe plate, wherein the metal core has an uneven shape of the ground surface of the rigid shoe plate formed by the band-shaped projections. The top surface of the frontmost and rearmost band-shaped projections of the plurality of band-shaped projections are covered with only the elastic body without being covered with the core, and the front end of the core and The rear end is the foremost And each of the band-shaped projections rearmost was not reach the height of the top surface.

【0016】これによれば、本発明が適用された建設機
械等が走行したときに発生する芯金に固着された部分の
弾性体とそれより弾性履板の接地面側の弾性体との境界
部分での剪断力と、帯状突起により前後方向の変形を抑
制されている帯状突起間に位置する弾性体とそれより弾
性履板の接地面側の弾性体との境界部分での剪断力と
は、この2つの境界部分が一致しないため、それぞれの
境界部分で分散して受け止められることになり、弾性体
に発生する亀裂を防ぐことができ、耐久性を向上でき
る。
According to this, the boundary between the elastic body of the portion fixed to the cored bar generated when the construction machine or the like to which the present invention is applied travels and the elastic body on the grounding surface side of the elastic footwear plate therefrom. And the shear force at the boundary between the elastic body located between the belt-shaped protrusions whose deformation in the front-rear direction is suppressed by the band-shaped protrusions and the elastic body on the grounding surface side of the elastic footwear plate. Since the two boundary portions do not coincide with each other, the two boundary portions are distributed and received at the respective boundary portions, so that cracks generated in the elastic body can be prevented, and the durability can be improved.

【0017】或いはまた、複数のリンクと、前記リンク
それぞれにボルトにより締結される剛性履板と、前記剛
性履板の接地面にそれぞれに着脱自在に取り付けされる
弾性履板とを有するとともに、前記複数のリンクをピン
により無端状に連結し、また前記剛性履板は接地面側に
突出する複数の幅方向の帯状突起を有した無限軌道履帯
において、前記弾性履板は、芯金と、前記芯金に一体的
に固着されるとともに前記弾性履板の接地面を形成する
弾性体と、前記芯金に対して回動不能に固着されるとと
もに、頭部が前記弾性体内に埋没され、ねじ部が前記剛
性履板への取付け方向に突出したボルトとを有し、前記
ボルトを前記剛性履板に開穿されたボルト穴に挿通させ
て前記弾性履板を前記剛性履板の接地面に組み合わせ、
更に前記ボルトのねじ部に対してナットを所定のトルク
で締付けることにより前記弾性履板を前記剛性履板に取
り付けるようにし、前記剛性履板の接地面に前記弾性履
板を組み合わせたのみの状態においては、前記弾性履板
の底面と前記剛性履板の接地面との間に隙間部を有し、
前記ナットを所定のトルクで締付けた状態において、前
記隙間部がほぼ無くなるようにした。
[0017] Alternatively, the vehicle has a plurality of links, a rigid footboard fastened to each of the links by bolts, and an elastic footboard detachably attached to a ground surface of the rigid footboard, respectively. A plurality of links are connected endlessly by pins, and the rigid crawler is an endless track crawler having a plurality of width-direction band-shaped protrusions protruding toward a ground contact surface, wherein the elastic crawler includes a cored bar, An elastic body integrally fixed to the core metal and forming a grounding surface of the elastic shoe plate; a non-rotatably fixed to the core metal; a head buried in the elastic body; And a bolt protruding in a mounting direction to the rigid shoe plate, and inserting the bolt through a bolt hole formed in the rigid shoe plate to place the elastic shoe plate on the ground surface of the rigid shoe plate. combination,
Further, the elastic shoe is attached to the rigid shoe by tightening a nut to a thread portion of the bolt with a predetermined torque, and only the elastic shoe is combined with the ground surface of the rigid shoe. In the, has a gap between the bottom surface of the elastic footwear and the ground surface of the rigid footwear,
When the nut is tightened with a predetermined torque, the gap is substantially eliminated.

【0018】例えば、組み合わせたのみの状態で弾性履
板の前端部及び後端部付近(或いは更に左右端部)を剛
性履板の接地面に当接するようにして、その他の部分の
一部或いは全部を当接させないようにして隙間部を持た
せ、剛性履板に対して弾性履板を所定のトルクにて締結
することによりこの隙間部が無くなるようにする。これ
により、前記各端部付近は強固に剛性履板に対して押し
付けられることになり、剛性履板と弾性履板の当接面か
ら砂や泥或いは小石等が侵入することを防ぐことがで
き、これら当接面に侵入した砂等による弾性履板の損傷
を防ぐことができる。また本発明が適用された建設機械
等の走行中に、剛性履板と弾性履板の当接面付近の弾性
履板の弾性体に局所的に高応力が発生しこれが剪断力と
して作用する部分があるが、この部分に前記隙間部を持
たせることにより、締結後も弾性体が他の当接面部に比
べて圧縮されない状態とすることができ、剪断力を弾性
体の弾力により受け止めて損傷を防ぐことができる。
For example, in the state of being combined only, the vicinity of the front end portion and the rear end portion (or the left and right end portions) of the elastic shoe plate is brought into contact with the grounding surface of the rigid shoe plate, and a part of other portions or A gap is provided so as not to make contact with the whole, and the elastic shoe is fastened to the rigid shoe with a predetermined torque so that the gap is eliminated. Thereby, the vicinity of each end is firmly pressed against the rigid shoe plate, and it is possible to prevent sand, mud, pebbles, and the like from entering from the contact surface between the rigid shoe plate and the elastic shoe plate. In addition, it is possible to prevent the elastic crawler from being damaged by sand or the like that has invaded the contact surfaces. In addition, during running of a construction machine or the like to which the present invention is applied, a portion where a high stress is locally generated in the elastic body of the elastic footboard near the contact surface between the rigid footboard and the elastic footboard and this acts as a shearing force. However, by providing the gap portion in this portion, the elastic body can be made to be in a state where it is not compressed even after fastening compared to other abutting surface portions, and the shear force is received by the elastic force of the elastic body, so that the elastic body is damaged. Can be prevented.

【0019】この場合、前記剛性履板の接地面に前記弾
性履板を組み合わせたのみの状態においては、前記剛性
履板の最前端及び最後端の帯状突起の頂面の外側端付近
と前記弾性体の当接面とが接触するとともに、前記頂面
の内側端付近から角部にかけて前記弾性体との間に前記
隙間部を有し、前記ナットにて締付けた状態において、
前記隙間部がほぼ無くなるようにすれば、本発明が適用
された建設機械が走行したときに、剛性履板と弾性履板
の間に砂や泥或いは小石等が侵入することを防ぐことが
でき、これら当接面に侵入した砂等による弾性履板の損
傷を防ぐことができるとともに、前記剛性履板の帯状突
起の頂面の内側の角部付近に対面する弾性履板の弾性体
に発生する剪断力を、上述の場合と同様に弾性体の弾力
により受け止めて損傷を防ぐことができる。
In this case, in a state in which the elastic footboard is only combined with the ground contact surface of the rigid footboard, the vicinity of the outer end of the top surface of the frontmost and rearmost strip-like projections of the rigid footboard and the elasticity of the elastic footboard are determined. While the contact surface of the body is in contact with the elastic body from the vicinity of the inner end of the top surface to the corners, in the state of being tightened with the nut,
If the gap is substantially eliminated, when the construction machine to which the present invention is applied travels, it is possible to prevent sand, mud, pebbles, or the like from intruding between the rigid crawler and the elastic crawler. It is possible to prevent the elastic shoe plate from being damaged by sand or the like that has entered the abutting surface, and to generate shearing generated in the elastic body of the elastic shoe plate facing the vicinity of the inner corner of the top surface of the belt-like projection of the rigid shoe plate. The force can be received by the elasticity of the elastic body as in the case described above, and damage can be prevented.

【0020】或いはまた、複数のリンクと、前記リンク
それぞれにボルトにより締結される剛性履板と、前記剛
性履板の接地面にそれぞれに着脱自在に取り付けされる
弾性履板とを有するとともに、前記複数のリンクをピン
により無端状に連結して構成される無限軌道履帯におい
て、前記剛性履板は接地面側に突出する複数の幅方向の
帯状突起を有し、前記弾性履板は、芯金と、前記芯金に
一体的に固着されるとともに、前記弾性履板の接地面を
形成する弾性体を有し、前記芯金は前記帯状突起により
形成される剛性履板の接地面の凹凸形状に相対する凹凸
形状に形成され、また前記複数の帯状突起のうち最前端
及び最後端の帯状突起の頂面は前記芯金によって覆われ
ずに前記弾性体によってのみ覆われ、前記頂面のそれぞ
れ前後方向の外側端部付近と、前記頂面に対面する弾性
体の端部付近は、互いが離隔する方向へそれぞれ円弧形
状部を有し、前記弾性履板の接地面側に所定の負荷が作
用した場合に、前記弾性体の弾性変形により前記弾性体
の端部の円弧形状部分が反り返って前記頂面の外側端部
付近に接するようにした。
[0020] Alternatively, the vehicle further comprises a plurality of links, a rigid shoe plate fastened to each of the links by bolts, and an elastic shoe plate detachably attached to a ground surface of the rigid shoe plate. In an endless track crawler belt formed by connecting a plurality of links endlessly by pins, the rigid crawler plate has a plurality of width-direction band-shaped protrusions protruding toward a ground contact surface, and the elastic crawler plate includes a metal core. And an elastic body integrally fixed to the metal core and forming a grounding surface of the elastic shoe plate, wherein the metal core has an uneven shape of the ground surface of the rigid shoe plate formed by the band-shaped projections. The top surface of the frontmost and rearmost band-shaped protrusions of the plurality of band-shaped protrusions is not covered by the core metal but is covered only by the elastic body, and each of the top surfaces is Outside in the front-back direction Near the portion, near the end of the elastic body facing the top surface, each has an arc-shaped portion in a direction away from each other, when a predetermined load is applied to the grounding surface side of the elastic footwear, Due to the elastic deformation of the elastic body, the arc-shaped portion at the end of the elastic body warps and comes into contact with the vicinity of the outer end of the top surface.

【0021】通常、鍛造により形成される剛性履板は、
製造工程と強度的な理由から角部にある程度の円弧形状
部ができ、これは帯状突起部分についても当然いえるこ
とである。弾性履板の弾性体を形成する際も同様に角部
に円弧形状部ができるのであるが、弾性体の方がこの円
弧形状部の円弧半径の調整は容易である。本発明では、
この弾性体の円弧形状部の形状を、建設機械等の重量に
よる荷重がかかった状態で円弧形状が反り返るように変
形し、帯状突起の円弧形状部の円弧形状に沿うような形
状にしたので、従来のように帯状突起の円弧形状部と弾
性体の円弧形状部が合わさって漏斗のような形となり、
砂や泥或いは小石等を帯状突起の頂面と弾性体の間に誘
導してしまうということが無くなり、これによる弾性履
板の損傷を防ぐことができる。
Normally, a rigid footwear plate formed by forging is
Some arc-shaped portions are formed at the corners for reasons of manufacturing process and strength, and this can be naturally applied to the band-shaped projections. Similarly, when forming the elastic body of the elastic shoe plate, an arc-shaped portion is formed at the corner, but the elastic body can easily adjust the arc radius of the arc-shaped portion. In the present invention,
Since the shape of the arc-shaped portion of this elastic body was deformed so that the arc-shaped portion was warped under a load due to the weight of a construction machine, etc., the shape was adapted to conform to the arc-shaped portion of the arc-shaped portion of the band-shaped projection. As in the past, the arc-shaped part of the band-shaped projection and the arc-shaped part of the elastic body are combined to form a funnel,
It is possible to prevent sand, mud, pebbles, and the like from being guided between the top surface of the belt-shaped protrusion and the elastic body, thereby preventing damage to the elastic shoe plate.

【0022】更にまた、前記帯状突起の頂面の平面部と
前記頂面の外側端部付近の円弧形状部との境界位置と、
前記頂面に対面する弾性体の平面部と前記弾性体の端部
の円弧形状部との境界位置とが、一致するようにすると
ともに、前記帯状突起の頂面の外側端部付近の円弧形状
部の円弧半径より、前記弾性体の端部の円弧形状部の円
弧半径を小さくした場合には、上述の作用をより顕著に
得ることができる。すなわち両境界位置を一致させ、か
つ弾性体端部の円弧形状部の円弧半径を帯状突起の円弧
半径より小さくしたので、弾性体を帯状突起の頂面の端
部付近まで延長することができて、弾性履板の接地面を
強度上の問題の無い範囲で最大限得ることができた。仮
に弾性体の円弧形状部の円弧半径を帯状突起の円弧半径
より大きくした場合には、弾性体の端部が荷重により反
り返ったとき、帯状突起の頂面より外側へはみ出してし
まうことになり、この部分に荷重が掛かった場合、片持
ち梁状態となった弾性体は大きく変形するとともにこの
梁の支点部分に剪断力が作用し、弾性体が損傷してしま
うばかりか、建設機械自体も均一の静安定度が得られず
不安定となってしまうが、本発明によればこうした状態
は防ぐことができる。
Further, a boundary position between a flat portion of the top surface of the strip-shaped projection and an arc-shaped portion near an outer end of the top surface,
The boundary position between the flat portion of the elastic body facing the top surface and the arc-shaped portion at the end of the elastic body is made to coincide with each other, and the arc shape near the outer end of the top surface of the band-shaped projection is set. When the arc radius of the arc-shaped portion at the end of the elastic body is smaller than the arc radius of the portion, the above-described operation can be more remarkably obtained. That is, since the two boundary positions are matched, and the arc radius of the arc-shaped portion at the end of the elastic body is smaller than the arc radius of the band-shaped projection, the elastic body can be extended to near the end of the top surface of the band-shaped projection. As a result, the contact surface of the elastic footboard could be obtained as much as possible without any problem in strength. If the arc radius of the arc-shaped portion of the elastic body is made larger than the arc radius of the band-shaped projection, when the end of the elastic body warps due to the load, it will protrude outside the top surface of the band-shaped projection, When a load is applied to this part, the elastic body that has become a cantilever beam is greatly deformed, and a shearing force acts on the fulcrum of this beam, not only damaging the elastic body but also making the construction machine itself uniform. However, according to the present invention, such a state can be prevented.

【0023】或いはまた、複数のリンクと、前記リンク
それぞれにボルトにより締結される剛性履板と、前記剛
性履板の接地面にそれぞれに着脱自在に取り付けされる
弾性履板とを有するとともに、前記複数のリンクをピン
により無端状に連結して構成される無限軌道履帯におい
て、前記剛性履板は、幅方向の中央部付近に開穿された
泥抜き穴を有し、前記弾性履板は、前記剛性履板の前記
泥抜き穴と相対する位置に、前記泥抜き穴より小さい貫
通穴を開穿した。
[0023] Alternatively, the vehicle further comprises a plurality of links, a rigid footboard fastened to each of the links by bolts, and an elastic footboard removably attached to a ground surface of the rigid footboard. In an endless track crawler belt formed by connecting a plurality of links endlessly by pins, the rigid crawler plate has a mud hole perforated near the center in the width direction, and the elastic crawler plate includes: A through hole smaller than the mud hole was formed in the rigid shoe plate at a position facing the mud hole.

【0024】従来より、剛体履板に開穿されている泥抜
き穴に対応した位置に、弾性履板にも穴を開穿して剛性
履板の背面(リンクが取り付けられた側)に堆積する泥
が弾性履板を取り付けた状態でも排出できるようにした
ものがある。しかしながら、弾性履板にこのような貫通
穴を開穿すると弾性履板の弾性体の量が減少し、また荷
重がかかったときにこの貫通穴に弾性体が逃げるように
変形し、充分な踏ん張りを得ることができない。本発明
では、この弾性履板の貫通穴を剛性履板の泥抜き穴より
小さくしたので、泥が排出できるとともに、弾性体の量
の減少を最小限とし、充分な弾性体の踏ん張りを得るこ
とができるようにした。
Conventionally, a hole is also formed in the elastic shoe plate at a position corresponding to the mud hole formed in the rigid shoe plate, and the hole is deposited on the rear surface (the side to which the link is attached) of the rigid shoe plate. There is a type of mud that can be discharged even when an elastic footboard is attached. However, when such a through hole is formed in the elastic footboard, the amount of the elastic body of the elastic footboard decreases, and when the load is applied, the elastic body is deformed so as to escape to the through hole, so that the elastic footboard is sufficiently treaded. Can not get. In the present invention, since the through hole of the elastic shoe plate is made smaller than the mud hole of the rigid shoe plate, mud can be discharged, and the decrease in the amount of the elastic body is minimized to obtain a sufficient elastic body tread. Was made possible.

【0025】[0025]

【発明の実施の形態】本発明の実施の形態について図1
〜図12に基づいて説明する。従来技術と同一の構成要
素を示すものには同一の符号を付す。図1は本発明の無
限軌道履帯用履板を装着した下部走行体2’を示す図で
ある。図1において、8’は弾性履板を取り付けた状態
の無限軌道履帯、20は弾性履板である。
FIG. 1 shows an embodiment of the present invention.
This will be described with reference to FIG. Components that are the same as those in the prior art are denoted by the same reference numerals. FIG. 1 is a view showing a lower traveling body 2 'to which a tracked track for an endless track according to the present invention is mounted. In FIG. 1, reference numeral 8 'denotes an endless track with an elastic crawler plate attached thereto, and reference numeral 20 denotes an elastic crawler plate.

【0026】図2は無限軌道履帯用履板の第1実施形態
を構成する弾性履板20aを剛性履板11に取付けた状
態を示す概略図であり、特に説明しない部分については
図1と同様である。図において、20asは弾性体層、
20ahは20asより硬質の弾性体層、21は芯金で
ある。
FIG. 2 is a schematic view showing a state in which an elastic crawler plate 20a constituting a first embodiment of a crawler crawler crawler is attached to a rigid crawler plate 11, and portions not particularly described are the same as those in FIG. It is. In the figure, 20as is an elastic layer,
20ah is an elastic layer harder than 20as, and 21 is a metal core.

【0027】図3は無限軌道履帯用履板の第2実施形態
を構成する弾性履板20bを示す図である。図におい
て、22は弾性履板20bの接地面、23は剛性履板1
1の接地面、24は一つの剛性履板11に形成された複
数の帯状突起のうち最前端(油圧ショベル等の旋回式建
設機械においては進行方向は一定しないが、ここでは2
4を最前端とする)の帯状突起、25は最後端の帯状突
起、26は中間の帯状突起、27は帯状突起24の頂
面、28は帯状突起25の頂面、29は帯状突起26の
頂面、30は隣り合う弾性履板20b,20bの相対面
の最小間隔部分、Lは相対面30−30の間隔距離、H
は帯状突起24の頂面27と接地面22の高さ方向の距
離、hは最小間隔部分30の接地面22から垂直方向の
長さ、31は頂面27から垂直に立ち上がる弾性履板2
0bの垂直部、32は弾性履板20bの弾性体、51は
隣り合う剛性履板11,11の相対面である。図4は、
図3に示す第2実施形態において、隣り合うリンク9,
9が水平な状態を示す図である。図において、L’は隣
り合う最小間隔部分30−30の弾性履板の接地面部の
間隔距離である。
FIG. 3 is a view showing an elastic crawler plate 20b constituting a second embodiment of the crawler crawler crawler. In the drawing, reference numeral 22 denotes a ground contact surface of the elastic footboard 20b, and reference numeral 23 denotes a rigid footboard 1b.
The one ground contact surface 24 is the frontmost end of a plurality of band-shaped projections formed on one rigid footwear plate 11 (the traveling direction is not constant in a revolving construction machine such as a hydraulic shovel, but here, 2).
4 is the front end), 25 is the rearmost band, 26 is an intermediate band, 27 is the top of the band 24, 28 is the top of the band 25, and 29 is the top of the band 26. The top surface, 30 is the minimum distance between the relative surfaces of the adjacent elastic shoes 20b, 20b, L is the distance between the relative surfaces 30-30, H
Is the distance in the height direction between the top surface 27 of the belt-like projection 24 and the grounding surface 22; h is the length in the vertical direction from the grounding surface 22 of the minimum spacing portion 30;
A vertical portion of 0b, 32 is an elastic body of the elastic shoe plate 20b, and 51 is a relative surface of the adjacent rigid shoe plates 11,11. FIG.
In the second embodiment shown in FIG.
9 is a view showing a horizontal state. In the drawing, L 'is the distance between the adjacent ground contact surfaces of the elastic footboards of the minimum space portions 30-30.

【0028】図5は本発明の無限軌道履帯用履板の第3
実施形態を構成する弾性履板20cを示す図である。図
において、33は芯金、34は芯金33に対して回転不
能に取り付けられた、弾性履板を剛性履板に着脱自在に
締結するためのボルト、35はナット、36は剛性履板
11の帯状突起間の谷面、37は芯金32の前端部、3
8は芯金32の後端部、48はボルト穴、Aは谷面35
から帯状突起25(或いは24)の頂面28(或いは2
7)までの高さ、aは弾性履板20cを剛性履板11へ
締結した状態での前記谷面35から芯金33の後端部3
8(或いは前端部37)までの高さである。
FIG. 5 shows a third example of the endless track track of the present invention.
It is a figure showing elastic cuff 20c which constitutes an embodiment. In the drawing, reference numeral 33 denotes a metal core, reference numeral 34 denotes a bolt which is non-rotatably attached to the metal core 33, and a bolt for detachably fastening the elastic shoe plate to the rigid shoe plate, 35 denotes a nut, and 36 denotes a rigid shoe plate 11. The valley surface between the band-shaped projections of the reference numeral 37 is the front end of the cored bar 32, 3
8 is a rear end portion of the core bar 32, 48 is a bolt hole, and A is a valley surface 35.
From the top surface 28 (or 2) of the band-like projection 25 (or 24).
The height up to 7), a is the rear end 3 of the metal core 33 from the valley surface 35 in a state where the elastic shoe plate 20c is fastened to the rigid shoe plate 11.
8 (or the front end 37).

【0029】図6は図5の弾性履板20cを剛性履板1
1の接地面に組み合わせたのみの、ナット35にて締結
する前の状態を示す図である。図において、S1〜S3
はそれぞれ弾性履板20cと頂面27〜29付近との間
にできた隙間部、S4は弾性履板20cと谷面36との
間にできた隙間部、39〜42は弾性履板20cと剛性
履板11との接触部、43は弾性履板32の端部と頂面
27との接触部、44は弾性履板32の端部と頂面28
との接触部である。
FIG. 6 shows the elastic shoe plate 20c of FIG.
It is a figure which shows the state before being fastened with the nut 35 only combined with one grounding surface. In the figure, S1 to S3
Are gaps formed between the elastic crawler 20c and the vicinity of the top surfaces 27 to 29, S4 is a gap formed between the elastic crawler 20c and the valley 36, and 39 to 42 are the gaps formed between the elastic crawler 20c and the top. 43 is a contact portion between the rigid shoe plate 11 and 43, a contact portion between the end portion of the elastic shoe plate 32 and the top surface 27, and 44 is a contact portion between the end portion of the elastic shoe plate 32 and the top surface 28.
Contact part.

【0030】図7は、図5の変形例である第4実施形態
の弾性履板20dを示す図である。図において、32’
は弾性体、33’は芯金、S1’〜S4’は図6におけ
るS1〜S4にそれぞれ対応する隙間部である。図8
は、図7の弾性履板20dを剛性履板11に締結した状
態を示す図である。図において、37’は芯金33’の
前端部、38’は芯金33’の後端部、a’は弾性体3
2’を剛性履板11へ締結した状態での谷面35から芯
金33’の後端部38’(或いは前端部37’)までの
高さである。
FIG. 7 is a view showing an elastic crawler board 20d according to a fourth embodiment which is a modification of FIG. In the figure, 32 '
Is an elastic body, 33 'is a cored bar, and S1' to S4 'are gaps respectively corresponding to S1 to S4 in FIG. FIG.
FIG. 8 is a diagram showing a state in which the elastic shoe plate 20d of FIG. In the figure, 37 'is the front end of the core bar 33', 38 'is the rear end of the core bar 33', and a 'is the elastic body 3.
The height from the valley surface 35 in a state where 2 ′ is fastened to the rigid shoe plate 11 to the rear end 38 ′ (or the front end 37 ′) of the core bar 33 ′.

【0031】図9は、図7の更に変形例である第5実施
形態の弾性履板20eを示す図である。図において、3
2”は弾性体、33”は芯金、S1”〜S4”は前記S
1〜S4にそれぞれ対応する隙間部である。
FIG. 9 is a view showing an elastic shoe plate 20e according to a fifth embodiment which is a further modification of FIG. In the figure, 3
2 ″ is an elastic body, 33 ″ is a core metal, and S1 ″ to S4 ″ are S
These are gaps corresponding to 1 to S4, respectively.

【0032】図10は、図1のB部の要部拡大図であ
る。図において、45は帯状突起24の頂面外側端部に
形成された円弧形状部、46は弾性体32の端部に形成
された円弧形状部、Rは円弧形状部45の半径、rは円
弧形状部46の半径、47は円弧形状部45及び46の
R止まり部である。図11は、図10の弾性履板に走行
負荷等の所定の荷重が作用した場合を示す図である。
FIG. 10 is an enlarged view of a main part of a portion B in FIG. In the drawing, 45 is an arc-shaped portion formed at the outer end of the top surface of the belt-shaped projection 24, 46 is an arc-shaped portion formed at the end of the elastic body 32, R is the radius of the arc-shaped portion 45, and r is the arc A radius 47 of the shape portion 46 is a radius stop portion of the arc-shaped portions 45 and 46. FIG. 11 is a diagram illustrating a case where a predetermined load such as a running load acts on the elastic crawler board of FIG. 10.

【0033】図12は本発明の第6実施形態の弾性履板
20fを示す平面図である。側面図(図示しない)は図
1のものと同様であるが、本実施形態では、弾性履板2
0fの左右方向略中央部に貫通穴70及び71が開穿さ
れている。この貫通穴70及び71は、剛性履板11に
開穿されている泥抜き穴72及び73に対応する位置に
開穿されている。
FIG. 12 is a plan view showing an elastic shoe plate 20f according to a sixth embodiment of the present invention. The side view (not shown) is the same as that of FIG.
Through holes 70 and 71 are formed substantially at the center in the left-right direction of 0f. The through holes 70 and 71 are formed at positions corresponding to the mud holes 72 and 73 formed in the rigid shoe plate 11.

【0034】図1〜図12に基づいて、本発明の無限軌
道履帯用履板の構成及びその機能について説明する。図
1の最前端にある下部ローラ6aの直下に隣り合うリン
ク9を連結するピン10がある。この状態で図13に示
す油圧ショベル1が作業機50で掘削作業を行ったり、
図示しない専用の吊り具を作業機50の先端に取り付け
て重量物を吊った場合、この荷重がかかる側にある下部
ローラ6aを支点として油圧ショベル1の機体は釣り合
いをとるため、下部ローラ6aには大きな荷重が掛かる
ことになる。尚、走行モータ5やスプロケット4は、障
害物等の乗り越え性を確保するため、下部ローラ6aよ
り若干高めにその下端位置がくるように設定されてい
る。
With reference to FIGS. 1 to 12, the structure and function of the crawler track according to the present invention will be described. Immediately below the lower roller 6a at the forefront in FIG. 1, there is a pin 10 for connecting adjacent links 9. In this state, the excavator 1 shown in FIG.
When a heavy lifting object (not shown) is attached to the tip of the working machine 50 and a heavy object is hung, the body of the excavator 1 is balanced with the lower roller 6a on the side to which the load is applied as a fulcrum. Means that a large load is applied. Note that the traveling motor 5 and the sprocket 4 are set so that the lower end positions thereof are slightly higher than the lower roller 6a in order to ensure the ability to get over obstacles and the like.

【0035】従来技術であれば図16に示したように、
このピン10の下方には弾性履板12が存在しないた
め、弾性履板12の接地面の端部付近が大きく変形して
しまい、これにより下部ローラ6aが落ち込んでしまう
が、図2に示す第1実施形態の無限軌道履帯用履板の弾
性履板20aによれば、弾性履板を比較的硬質な第1弾
性層20ahと、第1弾性層20asにより弾性体が形
成され、またこの第1弾性層20ahは第2弾性層20
asを挟んで弾性履板の前端及び後端部に配置される。
これにより硬質の第1弾性層20ahは図16と同様の
荷重条件であっても変形量が少なく、下部ローラ6aの
落ち込みが小さくなり、これにより油圧ショベルの作業
時の踏ん張りが効き、静安定度が良好となった。ここ
で、本実施形態では合成ゴムで形成される第1弾性層2
0ahの硬度はHs86〜Hs96程度、同様に合成ゴ
ムや天然ゴム等の弾性体で形成される第2弾性層の硬度
はHs80〜Hs85程度から、それぞれ条件に応じて
選択すれば良好な結果が得られることが出願人の種々の
実験の結果で確認されているが、本発明の無限軌道履帯
用履板が適用される油圧ショベル、履帯式クレーンその
他の建設土木機械等の機体重量や作業条件等によりこれ
らの硬度は適宜選択されるべきであり、これらの数値に
のみ本発明が束縛されるものではない。
In the prior art, as shown in FIG.
Since the elastic shoe plate 12 does not exist below the pin 10, the vicinity of the end of the ground contact surface of the elastic shoe plate 12 is greatly deformed, and the lower roller 6a falls down. According to the elastic crawler track 20a of the crawler track of one embodiment, an elastic body is formed by the relatively hard first elastic layer 20ah and the first elastic layer 20as. The elastic layer 20ah is the second elastic layer 20
The as is sandwiched between the front end and the rear end of the elastic shoe plate.
As a result, the hard first elastic layer 20ah has a small amount of deformation even under the same load conditions as in FIG. 16, and the drop of the lower roller 6a is reduced, whereby the hydraulic excavator works effectively and the static stability is reduced. Was good. Here, in the present embodiment, the first elastic layer 2 formed of synthetic rubber
A hardness of 0 ah is about Hs86 to Hs96, and similarly, a hardness of the second elastic layer formed of an elastic body such as synthetic rubber or natural rubber is about Hs80 to Hs85. It has been confirmed from the results of various experiments conducted by the applicant that the weight and working conditions of hydraulic excavators, track-type cranes, and other construction and civil engineering machines to which the track track track of the present invention is applied are applied. Therefore, these hardnesses should be appropriately selected, and the present invention is not limited only to these numerical values.

【0036】図3及び図4に示す第2実施形態では、隣
り合うリンク9,9を連結するピン10を中心として、
隣り合う剛性履板11の相対面51,51或いは弾性履
板20bの相対面(30,30或いは31,31)が近
接する方向へ回動し、相対面51,51が接触したと
き、前記弾性履板20bの相対面の最小間隔部分30,
30の間隔Lが弾性履板20bが弾性変形しない状態で
1〜5mm程度となるように構成した。この状態で相対
面の最小間隔部分30,30は略平行な面であり、ここ
が隣り合う弾性履板20bの最も近接する部分となる。
また、この最小間隔部分30の剛性履板11側の端部か
ら剛性履板の帯状突起24(25)の頂面27(28)
に至るまでの端面の形状は、前記頂面27(28)に対
して垂直に立ち上がる形状とした。
In the second embodiment shown in FIGS. 3 and 4, a pin 10 connecting adjacent links 9, 9 is centered.
When the relative surfaces 51, 51 of the adjacent rigid shoe plates 11 or the relative surfaces (30, 30 or 31, 31) of the elastic shoe plates 20b rotate in the approaching direction, and the relative surfaces 51, 51 come into contact with each other, the elastic surface A minimum interval portion 30 of the relative surface of the footwear plate 20b,
The interval L of 30 was configured to be about 1 to 5 mm in a state where the elastic shoe plate 20b was not elastically deformed. In this state, the minimum gap portions 30, 30 of the relative surfaces are substantially parallel surfaces, and this is the closest portion of the adjacent elastic crawler plate 20b.
Also, the top surface 27 (28) of the band-shaped projection 24 (25) of the rigid shoe plate from the end of the minimum gap portion 30 on the rigid shoe plate 11 side.
The shape of the end face up to was made to rise vertically to the top face 27 (28).

【0037】これによれば、帯状突起24,25の頂面
の外側端部付近から弾性履板の端面が垂直に立ち上がる
ので、剛性履板11の接地面23の表面積に対する弾性
履板の被覆面積を大きくすることができるとともに接地
面23上の弾性体の量を多くすることができ、弾性履板
20bの接地面22の接地面積も可能な限り大きくする
ことができる。これにより、隣り合うリンク9を連結す
るピン10の上方付近に下部ローラ6が来た状態で、こ
の下部ローラ6に局所的に荷重が掛かった場合の下部ロ
ーラ6の沈み込みは、隣り合う弾性履板同士の接地面部
での間隔L’を小さくできるので、当然小さくすること
ができる。
According to this, since the end surface of the elastic shoe plate rises vertically from near the outer end of the top surface of the belt-like projections 24 and 25, the covering area of the elastic shoe plate with respect to the surface area of the ground contact surface 23 of the rigid shoe plate 11 is obtained. Can be increased, the amount of the elastic body on the contact surface 23 can be increased, and the contact area of the contact surface 22 of the elastic shoe plate 20b can be increased as much as possible. Accordingly, when the lower roller 6 is located near the upper portion of the pin 10 connecting the adjacent links 9 and the lower roller 6 is locally loaded, the sinking of the lower roller 6 is caused by the adjacent elasticity. Since the distance L 'between the footwear boards at the ground contact surface can be reduced, it can be naturally reduced.

【0038】この理論から言えば、剛性履板の接地面2
3の前端部(後端部)から弾性履板の接地面22に向け
て、単に弾性履板の前端面(後端面)を垂直に立ち上げ
れば、通常の走行状態或いは、上述したように最前端の
下部ローラ6aに大きな荷重が掛かった場合の下部ロー
ラ6aの沈み込みは押さえることが想像できる。しかし
ながら、走行中に石を乗り越えたり或いは無限軌道履帯
8’にたるみを生じた場合、図3に示すように無限軌道
履帯8’は逆反り状態となる。このとき、隣り合う弾性
履板20bの間隔が狭いと、逆反り状態になる度に弾性
履板同士が接触して圧縮変形を繰り返すことになり弾性
履板20bを構成する弾性体の疲労を促し、また摩擦を
生じ、更にこの弾性履板間に砂,泥,小石等が噛み込ま
れると、これらが弾性履板に食い込み、早期に損傷を招
くことになる。弾性履板の相対面の間隔を0或いは微少
に保つように設定した場合でも、弾性履板20bを構成
する弾性体が前述の場合に比べて圧縮量が少ないので若
干有利ではあるが、やはり逆反り状態時に砂,泥,小石
等が噛み込まれるという状態は同様に発生し、損傷を招
くことになる。
According to this theory, the contact surface 2 of the rigid footboard
If the front end face (rear end face) of the elastic footwear is vertically raised from the front end (rear end) of the elastic footwear 3 toward the ground contact surface 22 of the elastic footwear, the normal running state or the maximum It can be imagined that the depression of the lower roller 6a when a large load is applied to the lower roller 6a at the front end is suppressed. However, if a crawler climbs over a stone or slacks in the crawler track 8 'during running, the crawler track 8' is in a reverse warped state as shown in FIG. At this time, if the interval between the adjacent elastic footboards 20b is small, the elastic footwear boards come into contact with each other and repeatedly compressively deform each time the warp state occurs, thereby promoting the fatigue of the elastic body constituting the elastic footwear boards 20b. Also, friction occurs, and if sand, mud, pebbles, or the like are caught between the elastic shoes, they bite into the elastic shoes, causing early damage. Even when the distance between the relative surfaces of the elastic footwear plate is set to be zero or very small, the elastic body constituting the elastic footwear plate 20b is slightly advantageous because the compression amount is smaller than that in the above-mentioned case. The state in which sand, mud, pebbles, etc. are bitten during the rubbing state similarly occurs, resulting in damage.

【0039】このため、更に図3に示すようにこの最大
逆反り状態(すなわち剛性履板11の相対面51,51
が接触した状態)で隣り合う弾性履板20bの相対面の
最小間隔部分30,30が平行な面となるとともに、間
隔Lが本実施形態の機能を発揮できる最小値である1〜
10mm程度となるように端面を形成した。これによ
り、砂,泥,小石等が噛み込みによる損傷を防ぐととも
に、図4におけるL’を最小にすることができたのであ
る。尚、1〜10mm程度という数値は、出願人による
度重なる実験によりリンクピッチ(リンク9のピン1
0,10間距離)や弾性履板を構成する弾性体の硬度が
実用上問題ない範囲で変更されても、略この数値の範囲
で間隔Lを調整すれば本実施形態の機能を得ることがで
きることが確認されている。すなわち、本実施形態で
は、最小間隔部分30,30を接触しない最小値とする
ことにより、耐久性を確保しつつ、リンク9が水平にな
った状態での隣り合う接地面22の間隔L’を最小にす
ることができた。
For this reason, as shown in FIG. 3, this maximum reverse warp state (ie, the relative surfaces 51, 51 of the rigid crawler plate 11).
Are in contact with each other), the minimum interval portions 30, 30 of the relative surfaces of the adjacent elastic shoe plates 20b become parallel surfaces, and the interval L is a minimum value 1 to which the function of the present embodiment can be exhibited.
The end face was formed so as to be about 10 mm. As a result, sand, mud, pebbles, and the like can be prevented from being damaged by biting, and L ′ in FIG. 4 can be minimized. Incidentally, the numerical value of about 1 to 10 mm is determined by the applicant's repeated experiments to determine the link pitch (pin 1 of link 9).
Even if the distance between 0, 10) and the hardness of the elastic body constituting the elastic shoe plate are changed within a range in which there is no practical problem, the function of the present embodiment can be obtained by adjusting the interval L within the range of approximately this numerical value. It is confirmed that it can be done. That is, in the present embodiment, by setting the minimum gap portions 30 and 30 to the minimum value that does not make contact, the gap L ′ between the adjacent ground planes 22 in a state where the link 9 is horizontal is ensured while maintaining durability. Could be minimized.

【0040】図5に示す本発明の第3実施形態によれ
ば、弾性履板20cは、剛性履板11の帯状突起24〜
26と谷面36により形成される凹凸形状の接地面に略
相対する凹凸形状に形成された芯金33を有しており、
この芯金33に弾性体32が一体的に固着されて構成さ
れているが、この芯金33の前端部37及び後端部38
は、複数の帯状突起のうち最前端の帯状突起24及び最
後端の帯状突起25の頂面27及び28の高さよりそれ
ぞれ低くした。より具体的には、剛性履板11の谷面3
5から芯金33の後端部38までの高さaと、剛性履板
11の谷面36から頂面28までの高さAとの関係をa
<Aとなるように設定した。
According to the third embodiment of the present invention shown in FIG. 5, the elastic shoe plate 20c is formed by
26 has a metal core 33 formed in an uneven shape substantially opposite to the uneven ground surface formed by the valley surface 36,
The elastic body 32 is integrally fixed to the metal core 33, and a front end portion 37 and a rear end portion 38 of the metal core 33 are provided.
Is lower than the heights of the top surfaces 27 and 28 of the frontmost band-shaped projection 24 and the rearmost band-shaped projection 25 of the plurality of band-shaped protrusions, respectively. More specifically, the valley surface 3 of the rigid crawler plate 11
The relationship between the height a from 5 to the rear end 38 of the core bar 33 and the height A from the valley surface 36 to the top surface 28 of the rigid crawler plate 11 is a
<A was set.

【0041】本実施形態によれば、帯状突起24,25
により前後方向の変形が若干規制された帯状突起24,
25の頂面27,28より芯金33側の部分の弾性体
と、頂面27,28より弾性履板20cの接地面側の前
後方向の変形を外力により規制されない部分の弾性体と
の境界付近で第1の剪断力が生じる。更に、弾性体32
は芯金33に一体的に接着により固着され、この芯金が
ボルト34及びナット35により剛性履板11に締結さ
れているため、芯金33に接着され横方向の変形が規制
された部分の弾性体と、芯金33の前端部37及び後端
部38より弾性履板11の接地面側の弾性体との境界付
近で第2の剪断力が生じる。このように弾性履板20c
の弾性体32に作用する剪断力は2箇所で分散して生じ
ることになり、弾性体32の損傷を防ぐことができる。
芯金の前端部及び後端部が帯状突起の頂面27,28よ
り高くした場合は、芯金の前端部及び後端部に過大な荷
重がかかり変形する恐れがあるし、また先に述べた剪断
力も接地面に近い側から働くために、この芯金の前端部
及び後端部付近の弾性体に剪断力が集中して働くことに
なるので、これでは不都合である。
According to the present embodiment, the belt-like projections 24, 25
The belt-like projections 24 whose deformation in the front-rear direction is slightly restricted by
A boundary between the elastic body at a portion closer to the core metal 33 than the top surfaces 27 and 28 of the elastic member 25 and an elastic body at a portion where the deformation in the front-rear direction of the elastic footboard 20c from the top surfaces 27 and 28 is not restricted by external force. A first shear force occurs near. Further, the elastic body 32
Is integrally fixed to the metal core 33 by bonding, and since this metal core is fastened to the rigid shoe plate 11 by the bolts 34 and the nuts 35, the portion of the portion which is bonded to the metal core 33 and restricted in lateral deformation is A second shearing force is generated near the boundary between the elastic body and the elastic body on the ground contact side of the elastic crawler plate 11 from the front end portion 37 and the rear end portion 38 of the cored bar 33. In this way, the elastic footboard 20c
The shearing force acting on the elastic body 32 is generated by being dispersed at two places, and damage to the elastic body 32 can be prevented.
If the front end and the rear end of the cored bar are higher than the top surfaces 27 and 28 of the strip-shaped projections, an excessive load may be applied to the front end and the rear end of the cored bar, and the cored bar may be deformed. Since the shearing force also acts from the side close to the ground contact surface, the shearing force concentrates on the elastic body near the front end and the rear end of the metal core, which is inconvenient.

【0042】図6は、図5に示す弾性履板20cがボル
ト34とナット35により剛性履板11に締結される前
の、単に剛性履板11の接地面に弾性履板20cを組み
合わせて、ボルト穴48にボルト34を挿通させたのみ
の状態を示す図である。このような状態では、剛性履板
11の接地面のうち、帯状突起24の頂面27の内側角
部付近、帯状突起25の頂面28の内側角部付近、帯状
突起26の頂面29の頂面付近及び谷面36付近に、そ
れぞれ隙間部S1、S2、S3及びS4が存在する。す
なわち、前後方向は接触部39〜41で帯状突起の側壁
に弾性履板20cが当接することで位置決めされ、高さ
方向は主に接触部43,44で弾性履板20cの端部と
帯状突起24,25の頂面27,28が当接することで
仮位置決めされている。この状態からナット35をボル
ト34に対して所定のトルクまで締め付けていくと、前
記隙間部S1〜S4はほぼ無くなる。つまり接触部4
3,44の弾性履板20cを構成する弾性体32は、頂
面27,28へそれぞれ押し付けられ圧接された状態と
なる。
FIG. 6 shows a state in which the elastic shoe plate 20c shown in FIG. 5 is simply combined with the ground contact surface of the rigid shoe plate 11 before the elastic shoe plate 20c is fastened to the rigid shoe plate 11 by the bolts 34 and the nuts 35. FIG. 6 is a diagram showing a state where only a bolt is inserted into a bolt hole. In such a state, of the grounding surface of the rigid crawler board 11, near the inner corner of the top surface 27 of the belt-like projection 24, near the inner corner of the top surface 28 of the belt-like projection 25, and near the top surface 29 of the belt-like projection 26. There are gaps S1, S2, S3 and S4 near the top surface and near the valley surface 36, respectively. That is, in the front-back direction, the elastic crawler plate 20c is positioned by the contact portions 39 to 41 abutting against the side wall of the band-shaped protrusion, and in the height direction, the end portions of the elastic crawler plate 20c and the band-shaped protrusion The temporary positioning is performed by the top surfaces 27 and 28 of 24 and 25 abutting on each other. When the nut 35 is tightened to a predetermined torque with respect to the bolt 34 from this state, the gaps S1 to S4 are almost eliminated. That is, the contact portion 4
The elastic bodies 32 constituting the 3,44 elastic footboards 20c are pressed against and pressed against the top surfaces 27,28, respectively.

【0043】これによれば、弾性履板20cの前端部及
び後端部がそれぞれ帯状突起24,25の頂面27、2
8に対して強固に押し付けられるので、この端部の接触
部43,44から弾性履板20cの弾性体32を押しの
けて砂や泥或いは小石等が侵入することを防ぐことがで
きる。また隙間部S1,S2付近の弾性体32は特に高
応力が発生する箇所であり、(先にも述べた剪断力が発
生する部分である)、本発明によれば、この隙間部S
1,S2により弾性履板20cを剛性履板11に締結し
たときに、隙間部S1,S2付近の弾性体32はあまり
圧縮されていない状態となる。この為、この応力(剪断
力)を弾性体32の弾力により余裕を持って受け止める
ことができ、亀裂の発生等の損傷を防ぐことができる。
尚、図6からも明かなように、芯金33は帯状突起24
〜26の側壁によっても高さ方向の位置決めがされた状
態となっているが、これはボルト34へ所定のトルクで
ナット36を締め付けたときに、芯金が弾性変形の範囲
で変形するように設定してある。
According to this, the front end and the rear end of the elastic shoe plate 20c are respectively connected to the top surfaces 27, 2 of the belt-like projections 24, 25.
8, the elastic body 32 of the elastic shoe plate 20c can be pushed away from the contact portions 43, 44 at the ends to prevent sand, mud or small stones from entering. In addition, the elastic body 32 near the gaps S1 and S2 is a place where a particularly high stress is generated (a section where the above-described shearing force is generated).
When the elastic cuff 20c is fastened to the rigid cuff 11 by S1, S2, the elastic body 32 in the vicinity of the gaps S1, S2 is in a state of being not much compressed. For this reason, this stress (shearing force) can be received with a sufficient margin by the elasticity of the elastic body 32, and damage such as generation of a crack can be prevented.
Note that, as is clear from FIG.
The position in the height direction is also determined by the side walls 26 to 26, but this is such that when the nut 36 is tightened to the bolt 34 with a predetermined torque, the core metal is deformed within the range of elastic deformation. It has been set.

【0044】図7,図8は図6,図5の変形例である本
発明の第4実施形態の無限軌道履帯用履板を構成する弾
性履板20dを示すものであり、図6,図5とほぼ同様
の機能を有し、隙間部S1’〜S4’が、ボルト34に
ナット36を締め付けることにより無くなる。37’,
38’及びa’は、図6,図5の37,38及びaと実
質的に同一の機能を有するものであるので説明は省略す
る。本実施形態では、弾性履板20dでは芯金33’が
弾性体32’に埋設されている。芯金33’は鉄材で製
作されることが多いので、剥き出しの場合錆が生じるこ
とがあり、この錆が原因となって弾性体の接着部が剥離
することがある。本実施形態によれば、芯金は弾性体3
2’内に埋設されているので、錆を生じることがない。
FIGS. 7 and 8 show an elastic crawler plate 20d constituting a crawler crawler crawler according to a fourth embodiment of the present invention, which is a modification of FIGS. 6 and 5, and FIGS. 5 has almost the same function as that of FIG. 5, and the gaps S1 ′ to S4 ′ are eliminated by tightening the nut 36 to the bolt 34. 37 ',
38 'and a' have substantially the same functions as 37, 38 and a in FIGS. In the present embodiment, the core metal 33 'is embedded in the elastic body 32' in the elastic crawler board 20d. Since the cored bar 33 ′ is often made of an iron material, rust may be generated when the cored bar 33 ′ is exposed, and the rust may cause the bonded portion of the elastic body to peel off. According to the present embodiment, the core metal is the elastic body 3
Since it is buried in 2 ', it does not rust.

【0045】図9は、図7の更に変形例である本発明の
第5実施形態の弾性履板20eを示すものであり、隙間
部S1”〜S4”が、ボルト34にナット35を締め付
けることにより無くなる。弾性履板20eによれば、芯
金33”が帯状突起24,25の頂面36,37の上部
を覆った形状となっている。本実施形態によれば、上述
の剪断力を分散して受け止めるという機能は有さない
が、芯金33”は弾性体32”の前端部及び後端部をそ
れぞれ頂面27,28により強固に押さえ付けることが
できる。この他の機能は上述の場合と同様である。
FIG. 9 shows an elastic crawler 20e according to a fifth embodiment of the present invention, which is a further modification of FIG. 7, in which gaps S1 "to S4" are used to tighten a nut 35 to a bolt 34. Is lost. According to the elastic crawler plate 20e, the core metal 33 ″ has a shape covering the upper portions of the top surfaces 36, 37 of the band-shaped projections 24, 25. According to the present embodiment, the above-described shearing force is dispersed. Although it does not have the function of receiving, the core bar 33 "can firmly press the front end and the rear end of the elastic body 32" by the top surfaces 27 and 28, respectively. Other functions are the same as those described above. The same is true.

【0046】図10は、図1に示す弾性履板20(20
a〜20e含む)を剛性履板11に締結した状態の前端
部の要部拡大図であるが、図のように、頂面27の外側
端部付近は半径Rの円弧形状を有しており、これは一般
に鍛造により形成される剛性履板が、その工程上必然的
に生じる円弧形状である。一方これに対面する弾性履板
20の弾性体32の端部もやはり弾性体32の形成工程
上、若干の円弧形状が生じるが、鍛造の場合に比べ、弾
性体の形成用の型の方が加工し易いため、この円弧形状
の半径rも調整し易い。本実施形態では、この両円弧形
状部の半径をR>rとするとともに、この半径rは、弾
性履板20に油圧ショベル1の機体重量が作用した状態
で、図11に示すように、円弧形状部41が反り返って
円弧形状部40側に当接するよう設定し、更に、頂面3
6と円弧形状部40の境界と、頂面36に対面する弾性
体の平面部と円弧形状部41の境界とが、境界位置42
で一致するようにした。
FIG. 10 shows the elastic crawler plate 20 (20) shown in FIG.
a to 20e) is an enlarged view of a main portion of a front end portion in a state where the front end portion is fastened to the rigid shoe plate 11, and as shown in the figure, the vicinity of the outer end portion of the top surface 27 has an arc shape with a radius R. In general, this is an arc shape inevitably generated in the process of a rigid shoe plate formed by forging. On the other hand, the end of the elastic body 32 of the elastic footboard 20 facing the end also has a slightly arcuate shape in the process of forming the elastic body 32, but the mold for forming the elastic body is better than in the case of forging. Since processing is easy, the radius r of the arc shape is also easily adjusted. In the present embodiment, the radius of the two arc-shaped portions is R> r, and the radius r is, as shown in FIG. The shape portion 41 is set to warp and contact the arc shape portion 40 side.
6 and a boundary between the arc-shaped portion 40 and a boundary between the flat portion of the elastic body facing the top surface 36 and the arc-shaped portion 41, a boundary position 42.
To match.

【0047】弾性履板20の接地面22が接地していな
い状態では、弾性履板20の端部の円弧形状部41の円
弧半径rを小さくしたため、円弧形状部40及び41に
より形成される漏斗形状は従来技術に比べ小さいものの
存在している。しかしながら、走行時に弾性履板20の
接地面22が接地したとき、円弧形状部41が反り返っ
て円弧形状部40に当接することにより、この漏斗形状
は図11に示すようにほぼ無くなり、このため砂や泥或
いは小石等を頂面36と弾性体32の間に誘導すること
は無い。しかも、前記境界位置42が可能な限り外側端
よりに設定できるので、弾性履板20の接地面22を大
きくとることができる。尚、適用される剛性履板の大き
さ等により若干の前後はあるものの、出願人の行った実
験の結果によれば、半径Rは略3〜5mm、半径rは略
1〜2mmの範囲で必要に応じて選択設定すれば本発明
の機能を発揮されることが確認されている。
When the contact surface 22 of the elastic shoe plate 20 is not in contact with the ground, the arc radius r of the arc-shaped portion 41 at the end of the elastic shoe plate 20 is reduced, so that the funnel formed by the arc-shaped portions 40 and 41 is formed. Although the shape is smaller than the prior art, it exists. However, when the grounding surface 22 of the elastic crawler plate 20 comes into contact with the ground during traveling, the arc-shaped portion 41 warps and comes into contact with the arc-shaped portion 40, so that the funnel shape is almost eliminated as shown in FIG. No mud or pebbles are guided between the top surface 36 and the elastic body 32. Moreover, since the boundary position 42 can be set as far as possible from the outer end, the contact surface 22 of the elastic crawler 20 can be made large. In addition, although there are some before and after depending on the size of the rigid footwear to be applied, according to the results of experiments conducted by the applicant, the radius R is about 3 to 5 mm and the radius r is about 1 to 2 mm. It has been confirmed that the function of the present invention can be exhibited by selecting and setting as required.

【0048】図12に示す本発明の第6実施形態によれ
ば、弾性履板20fの剛性履板11の泥抜き穴72,7
3に対応する位置に、貫通穴70,71を開穿してい
る。剛性履板11の泥抜き穴72,73は剛性履板11
の背面に前後方向に平行に取り付けられたリンク9,9
間に堆積する泥等を排出する機能を有するが、弾性履板
にこれに対応する穴が開穿されていないと、この機能は
失われることになる。逆にこの泥抜き穴72,73と同
じ大きさの穴を開穿すると、剛性履板11の接地面の表
面積に対する弾性履板を構成する弾性体の絶対量が減少
し、また不要に空間が生じるために、この穴に向かって
弾性体が逃げるという現象が起き、結果的には弾性履板
の変形量が大きくなって踏ん張りが悪くなり、これが適
用された油圧ショベル1では、安定度が低下する。本実
施形態では、この泥抜き穴72,73に対応して弾性履
板20fに開穿する貫通穴70,71を、小さい方の泥
抜き穴72と同じか、少し小さく設定したので、泥抜き
穴の機能を失わせることなく、かつ貫通穴70,71へ
の弾性体の逃げを最小限に押さえ、また弾性体の絶対量
を一定のレベルで確保することにより、機能上問題ない
レベルの踏ん張りと安定度を確保した。
According to the sixth embodiment of the present invention shown in FIG. 12, the mud holes 72, 7 of the rigid shoe plate 11 of the elastic shoe plate 20f are provided.
At positions corresponding to No. 3, through holes 70 and 71 are formed. The mud holes 72 and 73 of the rigid shoe plate 11 are
Links 9, 9 attached to the back of the vehicle in parallel in the front-rear direction
It has the function of discharging mud and the like that accumulates between them, but this function will be lost if the corresponding hole is not formed in the elastic footwear plate. Conversely, if holes of the same size as the mud holes 72 and 73 are formed, the absolute amount of the elastic body constituting the elastic footwear with respect to the surface area of the ground contact surface of the rigid footwear 11 is reduced, and unnecessary space is created. As a result, a phenomenon occurs in which the elastic body escapes toward the hole, and as a result, the amount of deformation of the elastic crawler plate becomes large and the treading becomes poor, and in the hydraulic excavator 1 to which this is applied, the stability decreases. I do. In the present embodiment, the through holes 70, 71 formed in the elastic shoe plate 20f corresponding to the mud holes 72, 73 are set to be the same as or slightly smaller than the smaller mud holes 72. Without losing the function of the holes, minimizing the escape of the elastic body into the through holes 70, 71, and securing the absolute amount of the elastic body at a constant level, the stepping on a level that does not cause any functional problem And secured stability.

【0049】[0049]

【発明の効果】本発明の無限軌道履帯用履板の効果を以
下に述べる。
The effects of the crawler track according to the present invention will be described below.

【0050】請求項1の発明によれば、弾性履板の端部
付近は強固に剛性履板に対して押し付けられることにな
り、剛性履板と弾性履板の当接面から砂や泥或いは小石
等が侵入することを防ぐことができ、これら当接面に侵
入した砂等による弾性履板の損傷を防ぐことができる。
また本発明が適用された建設機械等の走行中に、剛性履
板と弾性履板の当接面付近の弾性履板の弾性体に局所的
に高応力が発生しこれが剪断力として作用する部分があ
るが、この部分に前記隙間部を持たせることにより、締
結後も弾性体が他の当接面部に比べて圧縮されない状態
とすることができ、剪断力を弾性体の弾力により受け止
めて損傷を防ぐことができ、耐久性を向上できる。
According to the first aspect of the present invention, the vicinity of the end of the elastic shoe is firmly pressed against the rigid shoe, so that sand, mud, or mud from the contact surface between the rigid shoe and the elastic shoe. It is possible to prevent pebbles and the like from entering, and it is possible to prevent damage to the elastic shoe plate due to sand and the like entering these contact surfaces.
In addition, during running of a construction machine or the like to which the present invention is applied, a portion where a high stress is locally generated in the elastic body of the elastic footboard near the contact surface between the rigid footboard and the elastic footboard and this acts as a shearing force. However, by providing the gap portion in this portion, the elastic body can be made to be in a state where it is not compressed even after fastening compared to other abutting surface portions, and the shear force is received by the elastic force of the elastic body, so that the elastic body is damaged. Can be prevented, and the durability can be improved.

【0051】更に請求項2記載の発明によれば、隙間部
を、特に高応力が発生する箇所に設定したので、請求項
1の発明の効果を効果的に得ることができる。
Further, according to the second aspect of the present invention, since the gap is set at a location where a high stress is generated, the effect of the first aspect of the invention can be effectively obtained.

【0052】更に請求項3記載の発明によれば、本発明
が提供された建設機械等が走行したときに発生する芯金
に固着された部分の弾性体とそれより弾性履板の接地面
側の弾性体との境界部分での剪断力と、帯状突起により
前後方向の変形を抑制されている帯状突起間に位置する
弾性体とそれより弾性履板の接地面側の弾性体との境界
部分での剪断力とが、それぞれの境界部分で分散して受
け止められることになり、弾性体に発生する亀裂を防ぐ
ことができ、耐久性を向上できる。
Further, according to the third aspect of the present invention, the elastic body of the portion fixed to the core bar generated when the construction machine or the like provided with the present invention runs and the grounding surface side of the elastic footboard therefrom The shear force at the boundary between the elastic body and the elastic body located between the belt-like projections whose longitudinal deformation is suppressed by the belt-like projections and the boundary between the elastic body and the elastic body on the grounding surface side of the elastic footboard And the shearing force at the boundary are dispersed and received at the respective boundary portions, so that cracks generated in the elastic body can be prevented, and the durability can be improved.

【0053】更に請求項4記載の発明によれば、弾性履
板の貫通穴を剛性履板の泥抜き穴より小さくしたので、
泥が排出できるとともに、弾性体の量の減少を最小限と
し、充分な弾性体の踏ん張りを得ることができ、建設機
械等の静安定性を高くすることができ、本発明が適用さ
れた建設機械等の作業性を高めることができる。
According to the fourth aspect of the present invention, the through hole of the elastic shoe is made smaller than the mud hole of the rigid shoe.
The construction machine to which the present invention is applied can discharge mud, minimize the decrease in the amount of the elastic body, obtain sufficient elasticity, and increase the static stability of the construction machine, etc. Etc. can be improved.

【0054】以上述べたように、本発明によれば、無限
軌道履帯用履板の耐久性を向上できるとともに、これを
装着した建設機械等の安定度を向上させ、また走行振動
を低減させることができ、作業効率の向上を図ることが
できるものである。
As described above, according to the present invention, it is possible to improve the durability of the crawler track for crawler tracks, improve the stability of construction machines and the like equipped with the track, and reduce running vibration. Thus, the working efficiency can be improved.

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

【図1】本発明の無限軌道履帯用履板を装着した下部走
行体を示す図である。
FIG. 1 is a view showing a lower traveling body to which a track plate for an endless track according to the present invention is mounted.

【図2】図1の無限軌道履帯用履板の第1実施形態を示
す図である。
FIG. 2 is a view showing a first embodiment of the crawler track of FIG. 1;

【図3】図1の無限軌道履帯用履板の第2実施形態を示
す図である。
FIG. 3 is a view showing a second embodiment of the crawler crawler track of FIG. 1;

【図4】図3の無限軌道履帯用履板において、リンクが
水平となったときの状態を示す図である。
FIG. 4 is a diagram showing a state in which the links are horizontal in the crawler track of FIG. 3;

【図5】本発明の実施形態である、図1の無限軌道履帯
用履板の第3実施形態を示す図である。
FIG. 5 is a view showing a third embodiment of the crawler track of FIG. 1 which is an embodiment of the present invention.

【図6】図5の無限軌道履帯用履板において、弾性履板
を剛性履板に締結する前の、単に組み合わせたのみの状
態を示す図である。
FIG. 6 is a diagram showing a state where the elastic crawler is simply combined with the rigid crawler before the elastic crawler is fastened to the rigid crawler in the crawler crawler track of FIG. 5;

【図7】図5の変形例である、無限軌道履帯用履板の第
4実施形態を示す図である。
FIG. 7 is a view showing a fourth embodiment of the crawler track for crawler tracks, which is a modification of FIG. 5;

【図8】図7の無限軌道履帯用履板において、弾性履板
を剛性履板に締結した状態を示す図である。
8 is a diagram showing a state in which an elastic crawler is fastened to a rigid crawler in the crawler crawler of FIG. 7;

【図9】図7の変形例である、無限軌道履帯用履板の第
5実施形態を示す図である。
FIG. 9 is a view showing a fifth embodiment of the crawler track for crawler tracks, which is a modified example of FIG. 7;

【図10】図1のB部の要部拡大図である。FIG. 10 is an enlarged view of a main part of a portion B in FIG. 1;

【図11】図10の無限軌道履帯用履板の弾性履板に荷
重が作用した場合を示す図である。
11 is a diagram showing a case where a load acts on an elastic crawler of the crawler crawler crawler of FIG. 10;

【図12】図1の無限軌道履帯用履板の第6実施形態を
示す平面図である。
FIG. 12 is a plan view showing a sixth embodiment of the crawler crawler track of FIG. 1;

【図13】本発明或いは従来技術の無限軌道履帯用履板
が適用される油圧ショベルを示す図である。
FIG. 13 is a view showing a hydraulic excavator to which the crawler crawler according to the present invention or the prior art is applied.

【図14】図13の下部走行体の要部拡大図であって、
弾性履板が取り付けられていない状態を示す図である。
14 is an enlarged view of a main part of the lower traveling body of FIG. 13,
It is a figure showing the state where an elastic crawler board is not attached.

【図15】従来技術の無限軌道履帯用履板を示す図であ
る。
FIG. 15 is a diagram showing a track track for crawler tracks according to the prior art.

【図16】従来技術の無限軌道履帯用履板に荷重が作用
した場合を示す要部拡大図である。
FIG. 16 is an enlarged view of a main portion showing a case where a load is applied to a crawler crawler track of the related art.

【符号の説明】[Explanation of symbols]

1 油圧ショベル 2,2’ 下部走行体 5 走行モータ 6,6a 下部ローラ 8,8’ 無限軌道履帯 9 リンク 10 ピン 11 剛性履板 12,20,20a,20b,20c,20d,20f
弾性履板 13,21,33,33’,33” 芯金 24,25,26 帯状突起 27,28,29 頂面 30 最小間隔部分 31 垂直部 32 弾性体 34 ボルト 35 ナット 36 谷面 39,40,41,42,43,44 接触部 70,71 貫通穴 72,73 泥抜き穴 S1,S2,S3,S4,S1’,S2’,S3’,S
4’,S1”,S2”,S3”,S4” 隙間部
DESCRIPTION OF SYMBOLS 1 Hydraulic excavator 2, 2 'Lower traveling body 5 Traveling motor 6, 6a Lower roller 8, 8' Endless track crawler 9 Link 10 pin 11 Rigid footboard 12, 20, 20a, 20b, 20c, 20d, 20f
Elastic crawler 13,21,33,33 ', 33 "Core 24,25,26 Belt 27,28,29 Top surface 30 Minimum interval 31 Vertical portion 32 Elastic body 34 Bolt 35 Nut 36 Valley surface 39,40 , 41, 42, 43, 44 Contact portions 70, 71 Through holes 72, 73 Mud removal holes S1, S2, S3, S4, S1 ', S2', S3 ', S
4 ', S1 ", S2", S3 ", S4" gap

───────────────────────────────────────────────────── フロントページの続き (72)発明者 田中 精一 広島県広島市安佐南区祇園3丁目12番4号 油谷重工株式会社内 ────────────────────────────────────────────────── ─── Continued on the front page (72) Inventor Seiichi Tanaka 3-12-4 Gion, Asaminami-ku, Hiroshima-shi, Hiroshima

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】 複数のリンクと、前記リンクそれぞれに
ボルトにより締結される剛性履板と、前記剛性履板の接
地面にそれぞれに着脱自在に取り付けされる弾性履板と
を有するとともに、前記複数のリンクをピンにより無端
状に連結し、また前記剛性履板は接地面側に突出する複
数の幅方向の帯状突起を有した無限軌道履帯において、
前記弾性履板は、前記弾性履板の接地面を形成する弾性
体と、前記弾性体に埋設された芯金と、前記芯金に対し
て回動不能に固着されるとともに、頭部が前記弾性体内
に埋設され、ねじ部が前記剛性履板への取付け方向に前
記弾性体から突出したボルトとを有し、前記芯金に固着
されたボルトのねじ部を前記剛性履板に開穿されたボル
ト穴に挿通させて前記弾性履板を前記剛性履板の接地面
に組み合わせ、更に前記芯金に固着されたボルトのねじ
部に対してナットを所定のトルクで締付けることにより
前記弾性履板を前記剛性履板に取り付けるようにし、前
記剛性履板の接地面に前記弾性履板を組み合わせたのみ
の状態で、前記弾性履板の弾性体と前記剛性履板の接地
面が接触する接触部と、この状態で前記弾性体と前記剛
性履板の接地面との間に隙間が生じる隙間部が設けら
れ、前記ナットを所定のトルクで締付けた状態では、前
記接触部における弾性体は圧接されるとともに、前記隙
間部は無くなるようにしたことを特徴とする無限軌道履
帯用履板。
1. A plurality of links and each of said links
The rigid footboard fastened by bolts and the rigid footboard
An elastic footboard that is detachably attached to the ground
And the links are endless by pins.
And the rigid shoe plate is a composite
In the crawler track having a number of widthwise belt-like projections,
The elastic shoe plate has an elasticity that forms a contact surface of the elastic shoe plate.
Body, a core metal embedded in the elastic body,
And the head is fixed to the elastic body.
The threaded part is located in front of the rigid footboard in the mounting direction.
And a bolt protruding from the elastic body and fixed to the cored bar.
The threaded part of the bolt
The elastic footboard is inserted into the
And a bolt screw fixed to the cored bar
By tightening the nut to the part with the specified torque
The elastic footboard is attached to the rigid footboard, and
Only the above-mentioned elastic shoe is combined with the contact surface of the rigid shoe.
In the state of the above, the elastic body of the elastic footboard and the grounding of the rigid footboard
A contact portion where a surface contacts, and in this state, the elastic body and the rigid body
A gap is created between the tread and the ground
When the nut is tightened to a predetermined torque,
The elastic body at the contact portion is pressed against
Crawler track for crawler tracks, characterized in that the gap is eliminated .
【請求項2】 前記隙間部は、前記剛性履板の最前端及
び最後端の帯状突起の頂面の内側端の角部付近に設定さ
れたことを特徴とする請求項1記載の無限軌道履帯用履
板。
2. The foremost end of the rigid footwear plate,
Near the corner of the inside edge of the top surface
The crawler track according to claim 1, wherein the crawler track is provided .
【請求項3】 前記芯金は前記帯状突起により形成され
る剛性履板の接地面の凹凸形状に相対する凹凸形状に形
成され、前記複数の帯状突起のうち最前端及び最後端の
帯状突起の頂面は前記芯金によって覆われずに前記弾性
体によってのみ覆われ、前記芯金の前端部及び後端部
は、前記最前端及び最後端の帯状突起のそれぞれ頂面の
高さ位置より低くされ、前記弾性履板の前端部及び後端
部は前記最前端及び最後端の帯状突起の頂面に位置する
ことを特徴とする請求項2記載の無限軌道履帯用履板。
3. The core bar is formed by the band-shaped projection.
Rigid footwear has an uneven shape corresponding to the uneven shape of the tread surface.
Formed at the forefront end and the rearmost end of the plurality of band-shaped projections.
The top surface of the band-shaped protrusion is not covered with the
Covered only by the body, the front and rear ends of said cored bar
Is the top surface of each of the frontmost and rearmost band-shaped projections.
Lower than the height position, the front end and the rear end of the elastic footboard
Part is located on the top surface of the foremost and rearmost strips
The crawler track according to claim 2, characterized in that:
【請求項4】 前記剛性履板は、幅方向の中央部付近に
開穿された泥抜き穴を有し、前記弾性履板は、前記剛性
履板の前記泥抜き穴と相対する位置に、前記泥抜き穴よ
り小さい貫通穴が開穿されたことを特徴とする請求項1
乃至3何れか一項記載の無限軌道履帯用履板。
4. The rigid footwear plate is located near a center in the width direction.
Having an open-cut mud hole, wherein the elastic shoe plate has the rigidity
At the position opposite to the mud hole on the crawler plate,
2. A small through hole is drilled.
The track plate for a crawler track according to any one of claims 1 to 3 .
JP2000321653A 2000-10-20 2000-10-20 Tracks for endless tracks Expired - Fee Related JP3437164B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2000321653A JP3437164B2 (en) 2000-10-20 2000-10-20 Tracks for endless tracks

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2000321653A JP3437164B2 (en) 2000-10-20 2000-10-20 Tracks for endless tracks

Related Parent Applications (1)

Application Number Title Priority Date Filing Date
JP36448597A Division JP3164344B2 (en) 1997-12-17 1997-12-17 Track for crawler tracks

Publications (2)

Publication Number Publication Date
JP2001151167A true JP2001151167A (en) 2001-06-05
JP3437164B2 JP3437164B2 (en) 2003-08-18

Family

ID=18799736

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2000321653A Expired - Fee Related JP3437164B2 (en) 2000-10-20 2000-10-20 Tracks for endless tracks

Country Status (1)

Country Link
JP (1) JP3437164B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101220688B1 (en) * 2005-11-24 2013-01-09 엘에스엠트론 주식회사 A shoe assembly for the caterpillar

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP5854431B2 (en) * 2012-09-18 2016-02-09 Jfeメカニカル株式会社 Road surface damage prevention device for tracked vehicles

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS4813936U (en) * 1971-06-29 1973-02-16
JPS49112326A (en) * 1973-02-16 1974-10-25
JPH0582776U (en) * 1992-04-16 1993-11-09 株式会社鈴機商事 Crawler pad
JPH0632280U (en) * 1992-10-01 1994-04-26 トピー工業株式会社 Track plate for endless track
JPH07291159A (en) * 1994-03-02 1995-11-07 Jonan Drive Center:Kk Rubber pad for crawler belt for crawler type vehicle
JPH10151901A (en) * 1996-11-21 1998-06-09 Bridgestone Corp Wheel rim installing segment

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS4813936U (en) * 1971-06-29 1973-02-16
JPS49112326A (en) * 1973-02-16 1974-10-25
JPH0582776U (en) * 1992-04-16 1993-11-09 株式会社鈴機商事 Crawler pad
JPH0632280U (en) * 1992-10-01 1994-04-26 トピー工業株式会社 Track plate for endless track
JPH07291159A (en) * 1994-03-02 1995-11-07 Jonan Drive Center:Kk Rubber pad for crawler belt for crawler type vehicle
JPH10151901A (en) * 1996-11-21 1998-06-09 Bridgestone Corp Wheel rim installing segment

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101220688B1 (en) * 2005-11-24 2013-01-09 엘에스엠트론 주식회사 A shoe assembly for the caterpillar

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