ELASTIC-BODIED CRAWLER PLATE AND CRAWLER BAND

Abstract: A caterpillar plate of an elastic body and a caterpillar band which have a service life substantially equal to that of an integral rubber caterpillar band and are convenient to replace at the time of damage or the like. Thus a caterpillar plate (10) of an elastic body integrally formed by embedding an elastic body (1) in a core body (2) is constructed such that a side surface in a lenghwise direction of a link is defined by an inversely-warped initial contact surface (1d) which extends from a link mounting surface side to a ground surface side, and a subsequent contact surface (1e) which connects between an end of the ground surface side of the inversely-warped initial contact surface (1d) and an end of a ground surface (11). Further, a caterpillar band (100) is connected to provide a predetermined spacing (e) between rectangular parallelepiped elastic bodies (1A) of adjacent caterpillar plates (10a, 10b).

Description: The present invention relates to an elastic-bodied crawler plate in an endless crawler band according to the preamble of claim 1. Such a crawler plate is known from JP-U-575 383. Conventionally, in a crawler vehicle such as a bulldozer or the like, a track frame is provided between an idler wheel and a drive sprocket with a plurality of upper rolling wheels and lower rolling wheels being provided on upper and lower parts of this track frame and with a steel crawler band winding around each of these rolling wheels, and the vehicle is moved by driving the drive sprocket. In this ordinary steel crawler band, a steel crawler plate 42 is clamped to a pair of right and left links 41a and 41b by a bolt 43, with links 41a and 44a, and links 41b and 44b which are longitudinally adjacent to each other being connected by a plurality of pins 45, and this ordinary steel crawler band is integrally and endlessly formed, as illustrated in Figs 12A and 12B. In the drawings, 46 is a nut. However, a steel crawler band with the above-described construction has a disadvantage of directly contacting and damaging the surface of a road when a vehicle equipped with the steel crawler band travels on a pavement and so on to a site for operation, therefore the surface of a road requires protected by laying down a mat for protecting the road surface or the like thereon. Accordingly, a long time is required for traveling, which causes reduction in operational efficiency. In addition, great vibration and noise are generated while traveling, and especially for construction in urban areas, it is necessary to reduce these vibrations and noise. As a crawler band eliminating these above-described disadvantages, an integrally formed rubber crawler band is adopted in which core metals are embedded at specified intervals in an endless rubber band and which is driven by engaging these core metals with a drive sprocket and a long practical service life is obtained. However, there are disadvantages whereby even a crack or the like generating at only one point can easily result in cutting the rubber crawler band, and that the rubber crawler band itself can't then be used since the rubber crawler band is integrally formed. Next, as another crawler band eliminating disadvantages of a steel crawler band such as damage on a surface of a road and so on, there are the following crawler bands and crawler plates. a) A crawler band is known in which a crawler plate is made by covering a core metal in the form of a block with rubber and this rubber crawler plate is directly clamped to a link by a bolt (refer to, for example, Japanese Utility Model Application Laid-open No. 4-56593). However, in this rubber crawler plate, in which rubber bonds the core metal having a convex-concave surface, elastic distortion of rubber is blocked by this convex-concave surface and distortion is concentrated, so that fatigue cracks is easily generated in the vicinity of the convex-concave surface and this rubber crawler plate has an inadequate service life. Other crawler plates in which core metals are covered are disclosed in Japanese Utility Model Application Laid-open No. 3-47290 and in Japanese Patent Application Laid-open No.5-286463. However, since these are crawler plates in which core metals and links are integrally formed, at the time of replacement of a rubber crawler plate as a result of damage and so on, it is necessary to replace and assemble a rubber plate integrally formed by attaching and detaching the link pins to replace only one plate, and it becomes a burdensome operation requiring a number of man hours, so that they have the disadvantage of being inconvenient to replace. Further, the replacement of the links is also included, so that they also have a disadvantage economically. b) It is known that rubber or the like is bonded with a metal plate having a convex-concave part formed so as to hold grouser on the ground surface side of a steel crawler plate therein and the metal plate and links are clamped by a bolt with the steel crawler between them (refer to, for example, Japanese Utility Model Application Laid-open No. 5-78684). Like this, it is known that rubber or the like is fastened to a steel plate formed so as to hold grouser therein, then this steel plate and steel crawler plate are clamped by a bolt, and this steel crawler plate and links are further clamped by the bolt (refer to, for example, Japanese Utility Model Application Laid-open No. 6-10088). However, in these crawler plates, the inside of the elastic bodies have uneven elastic distortion because of the grouser of the steel crawler plates, and fatigue cracks are hastened to generate at these points, so that these crawler plates have an inadequat service life. c) It is known that rubber is bonded only on the ground surface side of a steel crawler plate by baking and this rubber crawler plate and links are clamped (refer to, for example, Japanese Patent Application Laid-open No. 5-305883). However, such a crawler plate has a thinner portion in the thickness of the rubber and a crack, fracture, or the like is easily generated, so that such a crawler plate has an inadequate service life. The invention which improves this foremost end portion is disclosed in Japanese Utility Model Application Laid-open No. 4-84092. However, when the rubber crawler band rides on a small stone or the like, the crawler band inversely warps, with the rubber winding around the portions which become inverse-warp stoppers at this time, that is, the foremost end portions in a longitudinal direction of the crawler plate, and with the thickness of the rubber being inadequate, so that stress thereon becomes high and a crack is easily generated. Further, the right and left foremost end portions of the crawler plate are not covered with rubber, so that there is a disadvantage of easily generating a crack, fracture, and so on. Disclosure of the Invention The present invention is made in order to eliminate the above-described disadvantages of the conventional art, and its object is to provide an elastic-bodied crawler plate and an endless crawler which have a service life of a crawler plate substantially equal to that of an integral rubber crawler band and provide convenience in replacing a crawler plate when the crawler plate is damaged. The aspect of the elastic-bodied crawler plate relating to the present invention is a crawler plate in an endless crawler band constructed by clamping the crawler plate to a link by a bolt and connecting a plurality of links with the crawler plate attached thereto by pins, the crawler plate including an elastic body provided with inserting holes for the bolts and a core body provided with a bolt attaching holes, with this core body integrally formed by being embedded in the elastic body, with head bearing surfaces and for said bolts and an area in the vicinity thereof and the link mounting surface and an area in the vicinity thereof respectively exposed, uncovered and on the section in a longitudinal direction of the link of the elastic-bodied crawler plate. i) a ground surface has a flat surface or a curved surface substantially parallel to the link mounting surface, ii) a total width of the crawler plate in the longitudinal direction of the link is smaller than a link pitch, iii) a width of the ground surface in the longitudinal direction of the link is smaller than the total width of the crawler plate. The invention is characterized by the features of the characterising part of claim 1. According to the aspect of the invention with the above-described construction, by embedding the core body other than the link and bolt attaching surface in the elastic body, the core body and the elastic body have a larger contacting area so that higher bonding force can be obtained, and the end portion of the bonding area which easily forms a starting point of a crack at the time of operation is positioned in a portion with smaller stress caused by deformation or the like, so that the generation of cracks can be sharply reduced. As for the sectional surface in the longitudinal direction of the link of the crawler plate (elastic crawler plate), which contacts an adjacent crawler plate at the time of inverse warping of the crawler plate, the inverse warp initial contact surfaces in the position nearer to the link mounting sides than to the ground surfaces begin to contact each other, unlike the conventional art in which the elastic bodies contact in the vicinity of the ground surfaces. More specifically, in the conventional art, when riding on stones and so on, the deformation caused by the elastic bodies contacting each other in the vicinity of the ground surfaces is synergy with the deformation caused by riding on stones and so on to cause the ground surfaces of the rubber crawler plates to locally deform to generate great stress, so that cracks and so on are easily generated. On the other hand, in the present invention, the inverse-warp initial contact surface is near the link mounting side, so that the ground surface of the elastic body can be prevented from being locally deformed. As the inverse-warp angle increases, the contacting area is expanding in the direction of both sides of the inverse-warp initial contact surface, that is, in the directions of the link mounting side and of the ground surface side, and the repulsive elastic force of the adjacent elastic-bodied crawler plates to each other is increased, so that the load is dispersed to the adjacent crawler plate and local deformation caused by the concentrated load is not generated. Further, by the above-described construction, even when riding over a comparatively large stones and so on, the inverse-warp elastic body rides thereon in such a way as to cover the stones and so on, so that uneven distortion is not generated inside the elastic body and gradual elastic deformation can be obtained. As for the ground surface side of the crawler plate, trapezoidal ground surfaces with the width becoming smaller towards the end surfaces are provided on both sides in the longitudinal direction of the crawler plate of the square ground surface, so that tortional deformation can be reduced even when the end portion of the crawler plate rides on earth and so on at the time of operation, and greater tractive force can be obtained. Slanting surfaces formed on both sides in the longitudinal direction of the link of these trapezoidal ground surfaces prevent a sideslip of the crawler plate by holding earth and easily remove any stones caught therein. In addition, steering surfaces in the form of a slanting trapezoid are formed on both right and left end portions on the ground surface side, so that steering resistance becomes smaller compared to the case in which slanting surfaces are not formed, and excellent operability can be obtained. By forming a square ground surface forming a concave portion, and by providing specified ratios in a depth of the concave portion of the square ground surface, a height from the trapezoidal ground surface to the core body, and a distance between the end portion of the ground surface and the inner surface of the bolt inserting hole, the extent of the external damage on the ground surface side after a test of specified time can be reduced. Further, the core body has a smooth surface on the side of the ground surface, so that the elastic body is evenly deformed at the time of operation, unlike the case of the conventional core metal having a projecting portion, and the generation of cracks can be reduced. According to the above-described construction, as the inverse-warp angle becomes larger, the elastic body is warped with the amount of lap increasing, and the elastic members of the adjacent crawler plates become contacting members compressing each other and at the same time repelling each other so as to become stoppers in the inversely warped direction of the link. Thereby, when inverse-warping is generated on the ground side of the crawler band at the time of traveling, the adjacent crawler plates contact each other and elastic repulsive force additionally bears the vehicle weight, so that the durability of the elastic body is improved. In addition, when inverse warping is generated on the non-ground side of the crawler band at the time of traveling, the elastic members forming the opposing surfaces of the adjacent crawler plates become the inverse-warping stopper, so that the crawler band can be prevented from twisting while traveling. Brief Description of the Drawings Fig. 1 is a plan view of the elastic-bodied crawler plate relating to the first embodiment of the present invention seen from the ground surface side; Fig. 2 is a front view of the elastic-bodied crawler plate in the first embodiment; Fig. 3 is an A to A sectional view; Fig. 4 is a condition in which the elastic-bodied crawler plate in the first embodiment is clamped to the link and is an explanatory view seen from the side surface; Figs. 5A and 5B are views illustrating the inverse warping of the adjacent elastic-bodied crawler plates in the first embodiment, and Fig. 5A is an explanatory view of the beginning of the inverse warping, while Fig. 5B is an explanatory view when the inversely-warped angle is large; Fig. 6 is an explanatory view of the space between the adjacent elastic-bodied crawler plates in the first embodiment; Fig. 7 is an explanatory view of a malfunction in the case when the space is too large between the adjacent elastic-bodied crawler plates in Fig. 6; Fig. 8 is a graph showing the relationship between the wall thickness ratio of the elastic-bodied crawler plate in the first embodiment and the degree of damage; Fig. 9 is a front view of the elastic-bodied crawler plate relating to the second embodiment of the present invention; Fig. 10 is a graph showing the relationship between the ratio of the depth of the concave portion of the elastic-bodied crawler plate in the second embodiment and the degree of damage; Fig. 11 is a graph showing the relationship between the lug height ratio of the elastic-bodied crawler plate in the second embodiment and the degree of damage; and Figs. 12A and 12B illustrate the construction of an ordinary steel crawler band relating to the conventional art, and Fig. 12A is a plan view while Fig. 12B is a side view. Best Mode for Carrying out the Invention A preferable embodiment of the elastic-bodied crawler plate and the crawler band relating to the present invention will be particularly described below with reference to the attached drawings. In Fig. 1 to Fig. 3, an elastic-bodied crawler plate 10 of the first embodiment is defined and integrally formed by a core body 2 and an elastic body 1 having this core body 2 embedded therein so as to be covered therewith. This embedded core body 2 in the form of a substantially rectangular plate has a mounting surface for a pair of links 4 and an area in the vicinity of the mounting surface 8, a bolt head portion bearing surface 7 which is not illustrated and its external perimeter, and a bolt hole 6, which are exposed without being covered with the elastic body 1. In Fig. 2 showing the elastic-bodied crawler plate 10 in the longitudinal direction, the length of the core body 2 is made to be greater than a ground surface 11. On the other hand, on the ground surface side of the elastic body 1 provided with bolt inserting holes 5 with a hole diameter D at four positions, respectively formed are a square ground surface 1a at the central portion in the longitudinal direction of the elastic-bodied crawler plate, trapezoidal ground surfaces 1b at both right and left sides of this square ground surface 1a (the boundary between the square ground surface 1a and the trapezoidal ground surfaces 1b on the drawing is illustrated by a two-dot chain line in Fig. 1), steering surfaces 1c in the form of a trapezoid slanting to a link mounting surface side on the surfaces at both ends, extending from this trapezoidal ground surface 1b, slanting surfaces 1f extending to the link mounting surface side from the end portions of the trapezoidal ground surfaces 1b and steering surfaces 1c, subsequent contact surfaces 1e forming a slanting surface, extending to the link mounting surface side from the end portion of the square ground surface 1a, and inverse-warp initial contact surfaces 1d extending from the subsequent contact surfaces 1e to the end portion of the link mounting surface. This slanting surface 1f is a trapezium. The ratio of a distance a (refer to Fig. 3) from the end portion of the ground surface 11 of this subsequent contact surface 1e to the inner surface of the bolt inserting hole 5 to the hole diameter D of the bolt inserting hole 5 is 0.75 or more. As Fig. 1 illustrates, the elastic-bodied crawler plate 10 is secured to a pair of links 4 by means of bolts which are not illustrated in the drawings, and a plurality of links 4 having this elastic-bodied crawler plate 10 attached to are connected by means of pins 3 so as to be rotatable to define a crawler band. Fig. 4 illustrates an explanatory view of the side surface of this elastic-bodied crawler plate 10 in a condition in which the crawler plate is secured to the links 4. The ground surface 11 is a flat surface or a curved surface which is substantially parallel to the mounting surface of the link 4, and a total width L2 of the elastic-bodied crawler plate is smaller than a link pitch L1 while a width L3 of the ground surface is smaller than the total width L2 of the elastic-bodied crawler plate. This total width L2 is made to be smaller than the link pitch L1, however, when the pressure on the ground surface is high, it is preferable in most cases to make the value of the total width L2 to be close to the value of the link pitch L1 to reduce the pressure on the ground surface and to increase the elastic mass. An angle 1 formed by the tangential line from a center of the link pin P0 to the inverse-warp initial contact surface 1d with the perpendicular from the center of the link pin P0 in the direction of the ground surface is equal to or less than an angle 2 formed by the line connecting the center of the link pin P0 and an arbitrary point P2 on the subsequent contact surface 1e with the perpendicular from the center of the link pin P0 in the direction of the ground surface. Fig. 4 shows that the inverse-warp initial contact surface 1d is a flat surface substantially parallel to the above-described perpendicular in the direction of the ground surface and that the subsequent contact surface 1e is a surface slanting from a contact point P1 (an initial contact portion), which is also the end portion of the inversely-warped initial contact surface 1d on the side of the ground surface, to the ground surface end portion P2, however, the inverse-warp initial contact surface 1d is also a surface having a portion with which the adjacent elastic body 1 starts to contact when inverse warp occurs, so that the inversely-warped initial contact surface 1d may be a curved surface, a concave or a convex surface and so on. Accordingly, it is obvious that the tangential line forming the angle 1 is not limited to the line connecting the center of the link pin P0 and the end portion of the inverse-warp initial contact surface 1d on the side of the ground surface, and for example, when the inverse-warp initial contact surface 1d is a convex surface, the contact point P1 forming the inverse-warp initial contact portion is in the middle portion of the curved surface. The subsequent contact surface 1e is a surface with which the adjacent elastic body 1 contacts after the contact point P1 of the inverse-warp initial contact surface 1d contacts the adjacent elastic body 1, and may be a curved surface, a concave or a convex surface, a compound surface created by two or more surfaces, and so on. Further, the side surface extending from the link mounting surface to the end portion of the ground surface 11, that is, the inverse-warp initial contact surface 1d and the subsequent contact surface 1e, may be a curved surface such as a convex surface and so on, a continuous curved surface, a compound surface connecting a number of flat planes and so on, and may be a surface having the contact point P1 at a position closer to the link mounting surface than the ground surface 11. Further, as for the position of the contact point P1 of the inverse-warp initial contact surface 1d in the direction of the height of the elastic body 1, the contact point P1 may be at any position closer to the link mounting surface than the ground surface 11, however, considering the prevention of the local deformation in the vicinity of the ground surface 11, L5 / L4 ≦ 0.8 is preferable. Here, L4 is the distance between the link mounting surface and the ground surface 11 of the elastic body 1, and L5 is the distance between the link mounting surface and the contact point P1 of the elastic body 1. Considering gentle deformation and so on of the entire body of the adjacent elastic body 1, it is further preferable that L5 / L4 is in the region of 0.6 or less. In this construction, first of all, the core body 2 except for the portions whereto the links 4 and the bolts are attached is embedded in the elastic body 1, so that the area where the core body 2 and the elastic body 1 contact is large, and high bonding force can be obtained. In addition, the elastic body 1 is deformed by tractive force, rotational resistance force and so on added thereto at the time of operation, and the edge of the portion where the core body 2 and the elastic body 1 bond together easily falls off, but the core body 2 is covered with the elastic body 1, so that the frequency of the occurrence of the edge portion falling off can be greatly reduced. Further, the length of the core body 2 in the longitudinal direction of the elastic-bodied crawler plate 10 is made to be greater than the length of the ground surface 11, so that the core body 2 supports a load when conducting an operation laterally, or when running across bumps, and therefore the elastic-bodied crawler plate 10 is prevented from being damaged. As for the side of the ground surface 11 of the elastic-bodied crawler plate 10, by the trapezoidal ground surface 1b with the width becoming smaller towards the end surface, even if the end portion of the elastic-bodied crawler plate 10 runs on the earth and so on, tortional deformation is small and the elastic-bodied crawler plate 10 is excellently engaged into wet ground and so on, so that greater tractive force can be obtained. The slanting surface 1f prevents a sideslip of the crawler plate by firmly holding the earth, and excellently removes the stones caught therein. Further, by the steering surface 1c in the form of a slanting trapezoid, the steering resistance becomes small compared to the case in which the slanting surface is not formed, so that excellent operability can be obtained. Figs. 5A and 5B are schematic views of inversely-warping elastic-bodied crawler plates adjacent to each other. As Fig. 5A illustrates, inverse warping brings about an inversely-warped angle 3. In the present embodiment, as described in the above (refer to Fig. 4), the total width L2 of the elastic-bodied crawler plate is smaller than the link pitch L1, and the angle 1 at the contact point P1 on the inverse-warp initial contact surface 1d is equal to or less than the angle 2 at the end portion P2 which is an arbitrary point on the subsequent contact surface 1e. As a result, at the start of inverse warping, the elastic-bodied crawler plates 10 adjacent to each other contact each other at the contact point P1, and then with the angle slightly greater than the inverse-warp angle 3, the vicinity of the contact point P1 contact each other, with the elastic body 1 slightly being deformed. When inverse warping further advances and the angle becomes much greater than the inverse-warp angle 3, most parts of the inverse-warp initial contact surfaces 1d adjacent to each other contact each other and the contacting portions of the subsequent contact surfaces 1e increase from the contact point P1, so that deflection of the elastic body 1 is easily released to the ground surface side. As the inverse-warp angle 3 becomes greater, the elastic body 1 deflects entirely. Further, when the angle becomes greater to be the inversely-warped angle 4, the deflection generated on the entire body of the elastic body 1 further increases, but local deformations are not generated. As such a condition is illustrated in Fig. 5B, for example, when running on a bump 12 with a large extent of convexity, the ground surface side contacts the large area of the bump 12 so as to cover the bump 12 while almost the entire surface of the each of inverse-warp initial contact surfaces 1d and the subsequent contact surfaces 1e of the elastic bodies 1 adjacent to each other contact each other and the elastic bodies 1 adjacent to each other, elastically repelling each other to share the load. As described above, with a steep inverse-warp angle being obtained, the load can be prevented from locally concentrating. Further, even when earth and sand, and so on are caught in the contacting surface portion, they are easily removed therefrom when lifting, so that foreign substances are excellently removed. Fig. 8 illustrates the relationship between the ratio of the distance a to the hole diameter D (refer to Fig. 3) and the degree of damage on the elastic-bodied crawler plate 10, and is a result of the endurance test by the vehicles into which the distance a at various levels are incorporated. Here, as for the degree of damage, the degree of the damage on the elastic-bodied crawler plate 10, the degree of damage mainly in the vicinity of the bolt inserting holes 5 on the side of the ground surface was assessed based on the presence or absence of the value as merchandise. The degree of damage of 0.3 is the limit of the acceptable level at the end of the endurance test. From the result of the endurance test, as the wall thickness ratio γ (= a / D) is increasing, the degree of damage decreases, and the elastic-bodied crawler plate with the wall thickness ratio γ of 0.75 or more is regarded as having the value as merchandise. In the present embodiment, as Fig. 1 illustrates, the trapezoidal ground surfaces 1b are formed between the square ground surface 1a and the steering surfaces 1c, however, the length of the square contact surface 1a in the longitudinal direction of the elastic-bodied crawler plate 10 may be extended and formed so as to contact the steering surface 1c, and the end portions of the ground surfaces of the steering surfaces 1c may be formed to be long so as to suit the length of the square contact surface 1a to form the elastic-bodied crawler plate. Explaining with reference to Fig. 6, the elastic-bodied crawler plate may be defined by an elastic body having an elastic body in the form of a trapezoidal body 1B (in the drawing, below the one-dot chain line) and a rectangular parallelepiped elastic body 1A (in the drawing, above the one-dot chain line) integrally formed on the bottom of the elastic body in the form of a trapezoidal body 1B, and the core body 2 with smooth surfaces on the top and bottom, integrally formed by being embedded in the rectangular parallelepiped elastic body 1A. The form of the core body having a projection such as a convex portion or the like on the surface on the side of the ground surface as in the conventional core metal may be applied for the core body 2 used for the elastic-bodied crawler plate of the present invention, however, the surface on the side of the ground surface is preferably a smooth surface, as illustrated in Fig. 1 to Fig. 3. With this smooth surface being provided, internal stress generated in the elastic body 1 is evenly distributed, so that a starting point of a crack which often generates in the vicinity of the core body 2 can be prevented from generating. Here, the smooth surface on the side of the ground surface means the form whereby distortion is not concentrated in the vicinity of the core body 2 of the elastic body 1, that is, the form which is not abruptly changed to be a concave form or a convex form or the like, and a surface having a mild concave surface or convex surface may be suitable besides a flat surface, a curved surface, a slanting surface in the form of a concave surface or a convex surface, and so on. Further, an ordinary R, fillet and so on may be applied to the end portion and the corner of the core body 2, in order to prevent stress concentration. The space between the elastic-bodied crawler plates 10 adjacent to each other will be described with reference to Fig. 6. An endless crawler band 100, part of which is illustrated in the drawing, is an endless crawler band in which the elastic-bodied crawler plate in Fig. 1 is fastened to the link 4 (4a, 4b) by the bolt, and in which a plurality of links 4a and 4b are connected by the pin 3 so as to be rotatable. Here, adjacent elastic-bodied crawler plates 10a and 10b are attached with a specified space e being provided when the links 4a and 4b are in a straight line condition. A preferable space e described above is set as follows. Specifically, curved lines Ca and Cb with radiuses Ra and Rb passing through inversely-warped initial contact portions P1a and P1b of the elastic-bodied crawler plates 10a and 10b having the centers of the link pin P0a and P0b as their centers intersect at a point of intersection Co. Then, when the opposing upper end portions on the side of the link mounting surface of the elastic-bodied crawler plates 10a and 10b are referred to as P3a and P3b, the space e is set so that the point of intersection Co is positioned at the point surrounded by the above-described P1a, P3a, P3b, and P1b. When the point of intersection Co is positioned between P1a and P1b, the inversely-warped initial contact surfaces 1da and 1db contact each other from the beginning, and such a situation is not preferable. By setting the above-described specified space e, when traveling on level ground without inversely-warping, the inversely-warped initial contact surfaces 1da and 1db do not contact each other, so that repeated elastic deformation is not generated on the same spot. Accordingly, fatigue failure of the elastic body 1 can be reduced. The upper limit of the position of the point of intersection Co is on the line made by P3a and P3b, since with the point of intersection Co at a position higher than the above-described upper limit, the space between the adjacent inverse-warp initial contact surfaces 1da and 1db becomes too large and the inverse-warp initial contact surfaces 1da and 1db cannot function properly as inversely-warping stoppers. More specifically, even if an extremely large inverse-warp angle is given, the inverse-warp initial contact surfaces 1da and 1db do not contact each other, so that the endless crawler band 101 with an extremely large inverse-warp angle has "waviness" generated while traveling, and a malfunction such as the crawler band falling off and so on easily occurs, as illustrated in Fig. 7. A further preferable example of the space e is the case in which the space e is set so that the curved lines Ca and Cb passing through the inverse-warp initial contact points P1a and P1b pass the upper end portions on the side of the link mounting surfaces P3b and P3a, or the vicinities of the upper end portions P3b and P3a, as illustrated in Fig. 6. In this case, when traveling with inverse warping generating, the inverse-warp initial contact portions P1a and P1b forming thick wall portions of the elastic body 1 contact each other at the beginning, and the contacting area increases as the inverse-warp angle becomes larger. However, great elastic deformations are not generated in the portion with smaller wall thickness, more specifically, in the vicinities of the upper end portions P3a and P3b, and in the portions near the side of the core body 2 on the inversely-warped initial contact surfaces 1da and 1db, so that fatigue failure in these portions with smaller wall thicknesses can be reduced. From the above, by providing a specified space e, large elastic deformation in the elastic body, especially in the portions with smaller wall thicknesses is prevented when traveling on level ground, or even when traveling on an area generating inverse warping. It is considered to be effective for increasing longevity that the core body 2 has a smooth surface. Further, the elastic-bodied crawler plate 10 is attached and detached only by removing the bolts for attachment as a steel crawler plate and can be attached and detached in a short time, so that the elastic-bodied crawler plate 10 is convenient to replace at the time of damage or the like. Next, the second embodiment of the elastic-bodied crawler plate and the endless crawler band related to the present invention will be described with reference to the attached drawings. The main point of the elastic-bodied crawler plate of the present embodiment which is different from the first embodiment is a construction forming the square ground surface 1a (refer to Fig. 1). In Fig. 9, in an elastic body 15, a concave portion square ground surface 1a1 forming a concave portion to the ground surface 11 is formed in the central portion of the ground surface 11 in the longitudinal direction of an elastic-bodied crawler plate 20, and on the upper side of the core body 2, the elastic body 15 with substantially uniform thickness extending up to the link mounting surface is provided. The other things are the same as in the elastic-bodied crawler plate 10 in the first embodiment. Here, when the height from the ground surface 11 to the ground surface side of the core body 2 is H, the depth from the ground surface 11 to the concave portion square ground surface 1a1 is h, and the link pitch is L1 (refer to Fig. 4), the concave portion depth ratio α (=h / H) is larger than 0 and is 0.49 or less. The lug height ratio β (= H / L1) is 0.26 or more and 0.4 or less. The elastic-bodied crawler plate 20 in this construction is regarded as having the value as merchandise when the concave portion depth ratio α is 0.49 or less, as illustrated in Fig. 10. This is because cracks are easily generated at the root of a lug when the depth of the concave portion is too large. It should be mentioned that the degree of damage and the limit of the passing level are defined as the same as in Fig. 8. As Fig. 11 illustrates, the elastic-bodied crawler plate 20 is regarded as having the value as merchandise when the lug height ratio β is 0.26 or more. When the lug height ratio β is less than 0.26, the mass of deformation of the elastic body 1 is small, so that the degree of damage increases. When the lug height ratio β is more than 0.4, a vehicle may be rocked while operating on the side, and operability such as driving comfort or the like may be reduced, so that the lug height ratio β is preferably 0.26 or more and 0.4 or less. The relationship between the lug height ratio β and the degree of damage (refer to Fig. 8) in the first embodiment is also the same as described above. It should be mentioned that as for the relationship between the wall thickness ratio γ (=a / D) and the degree of damage (refer to Fig. 8), the same result is obtained with the elastic-bodied crawler plate 20 in the present embodiment. In the above, the elastic-bodied crawler plate related to the present invention is described, and as for the elastic body, relatively soft material such as rubber, urethane, resin, non-metal composites or the like is used, while as for the core body, material having strength such as the ordinary conventional core metal material such as steel, cast steel, cast iron or the like, material having strength such as metal composites, non-metal composites, or the like is used. This core body is embedded in the elastic body, and ordinary bonding, adhesion, or the like such as vulcanizing adhesion ordinarily conducted in the case of rubber, or the like is applied thereto. As for the bolt for attaching to the link, an ordinary bolt may be used, the use of a hexagon socket head bolt is preferable because the bolt inserting hole can be made smaller, so that the distance a (refer to Fig. 3) between the bolt inserting hole and the end surface of the square ground surface becomes longer and the degree of damage becomes smaller. Industrial Availability The present invention is useful as an elastic-bodied crawler plate and an endless crawler band which have a service life substantially equal to that of an integral rubber crawler band with the generation of fatigue cracks and so on of the elastic body being greatly reduced, and which are convenient to replace at the time of damage or the like.

Claims: An elastic-bodied crawler plate in an endless crawler band constructed by clamping the crawler plate to links by bolts and by connecting by pins a plurality of links with said crawler plates attached thereto, comprising: an elastic body (1) including inserting holes (5) for said bolts; and a core body (2) including bolt attaching holes (6), said core body (2) being integrally formed by being embedded in said elastic body (1) with head bearing surfaces (7) for said bolts and an area in the vicinity thereof, and surfaces for mounting said links (4) and an area in the vicinity thereof (8) respectively being exposed from said elastic body, and wherein, on the section in a longitudinal direction of the link of said elastic-bodied crawler plate (10), i) a ground surface (11) has a flat surface or a curved surface substantially parallel to the link mounting surface, ii) a total width (L2) of the crawler plate in the longitudinal direction of the link is smaller than a link pitch (L1), iii) a width (L3) of the ground surface in the longitudinal direction of the link is smaller than said total width (L2) of the crawler plate, characterized in, iv) a side surface in the longitudinal direction of the link is formed by an inverse warp initial contact surface (1d) extending from the link mounting surface side to the ground surface side and a subsequent contact surface (1e) connecting the end portion of said inverse warp initial contact surface (1d) on the side of the ground surface with the end portion of the ground surface (11), and v) an angle (1) formed by the tangential line from a center of a link pin (P0) to said inverse warp initial contact surface (1d) with the perpendicular from the center of the link pin (P0) in the direction of the ground surface is equal to or less than an angle (2) formed by the line connecting the center of the link pin (P0) and said subsequent contact surface (1e) with the perpendicular from the center of the link pin (P0) in the direction of the ground surface, so that said inverse warp initial contact surface (1d) contacts the inverse warp initial contact surface (1d) of the adjacent elastic-bodied crawler plate (10) at the beginning of inverse warping, and as the inverse warp angle increases, the contacting portion extends so that said subsequent contact surface (1e) contacts the subsequent contact surface (1e) of said adjacent elastic-bodied crawler plate (10), and when the inverse warp is greater, said inverse warp initial contact surface (1d) and said subsequent contact surface (1e) are in contact with almost entire surfaces of the inverse warp initial contact surface (1d) of said adjacent elastic-bodied crawler plate (10) and the subsequent contact surface (1e) of said adjacent elastic-bodied crawler plate (10). The elastic-bodied crawler plate according to Claim 1, wherein said inverse warp initial contact surfaces (1d) have initial contact portions (P1a, P1b) moving on the loci of circular arcs (Ra, Rb) intersecting each other with centers of the link pins (P0a, P0b) clamping the elastic-bodied crawler plates (10a, 10b) as the centers thereof, and said initial contact portions (P1a, P1b) are boundary portions between said inverse warp initial contact surfaces (1d) and said subsequent contact surfaces (1c). The elastic-bodied crawler plate according to Claim 2, wherein on clamping the elastic-bodied crawler plates (10a, 10b) having the initial contact portions (P1a, P1b) to said links (4a, 4b), the attachment is conducted so that the loci of the movement of said initial contact portions (P1a, P1b) opposing each other move on the loci of circular arcs intersecting each other with the centers of the link pins (P0a, P0b) as the centers thereof and with radiuses (Ra, Rb), and the elastic-bodied crawler plates (10a, 10b) are clamped to said links (4a, 4b) by setting a space (e) between said initial contact portions (P1a, P1b) opposing each other so that a position of intersection (Co) of said initial contact portions (P1a, P1b) contacting and intersecting each other is within the range from said initial contact portions (P1a, P1b) to upper end portions on the side of the link mounting surface (P3a, P3b).

Inventors: NAGATA YOSHIYUKI, NAGATA, YOSHIYUKI
Applicants: KOMATSU MFG CO LTD, KOMATSU LTD.
Application year: 1995
Main classification: B62D55
IPC codes: B62D55