JP2005068904A - Labor-saving track constructing sheet and construction method - Google Patents

Abstract

<P>PROBLEM TO BE SOLVED: To surely and efficiently connect a sheet, by preventing the outflow of a filler when a small hole is opened and the sheet is torn by a crushed stone, in a nonwoven fabric sheet used for a labor-saving track. <P>SOLUTION: This sheet is used for constructing the labor-saving track for fixing small stones on the sheet 20, by injecting the filler 28, after filling the small stones 26 on the sheet 20 laid in an excavating groove 18, by excavating a lower part of a rail 14 of a ballast track 10 in the longitudinal direction of the rail 14. In the sheet 20, a plurality of nonwoven fabrics 30 are adhered in a proper position except for both end specific dimensional ranges in the longitudinal direction. <P>COPYRIGHT: (C)2005,JPO&NCIPI

Description

  The present invention relates to a sheet used for a labor-saving track that supports rails, sleepers, and the like, and a construction method using the sheet.

  Among the tracks that support rails and sleepers, ballast tracks using crushed stones and gravel have the problem of requiring a lot of labor for maintenance and management. This is because the position of rails and sleepers fluctuates as crushed stones and gravel move or sink. For this reason, crushed stones and gravel are fixed. For example, an E-type pavement track is known.

  In Patent Documents 1 and 2, a water-permeable sheet such as a nonwoven fabric is laid in a groove excavated below the rail in an existing ballast track, and a filler such as cement asphalt mortar is laid on the crushed stone. It has been shown to cast and fix crushed stone. Here, it is necessary that the sheet is difficult for the filler to pass through and the rainwater is easily passed through, and a nonwoven fabric is usually used.

JP-A-9-268501 JP-A-6-108401

  Moreover, since a nonwoven fabric is prepared by winding a roll of a certain length into a roll, it is necessary to connect nonwoven fabrics of different rolls when laying under a rail. Conventionally, a double-sided adhesive tape is used to connect the nonwoven fabric. That is, a double-sided adhesive tape was attached to one end of the nonwoven fabric laid in the excavation groove, and the end of the next nonwoven fabric was overlaid thereon for adhesion.

  In the conventional construction method, since a single nonwoven fabric is used as the nonwoven fabric to be laid in the excavation groove, when the crushed stone is laid on the crushed stone and hardened, the nonwoven fabric is often torn or small holes are formed at the corners of the pebbles. In such a case, the injected filler flows out from the cuts and small holes made in the nonwoven fabric.

  Also, when using double-sided adhesive tape to connect non-woven fabric, the tape is applied at the construction site, but the surface of the non-woven fabric laid on the crushed stone at the construction site is uneven, so apply the tape evenly. Is very difficult. Also, the workability was poor when the other non-woven fabric end was stuck to this tape. For this reason, the bonding is incomplete, and there is also a problem that the filler tends to flow out from a connection portion where the adhesive is incomplete.

  Although a small amount of filler does not usually cause a big problem, a large amount of filler causes a problem that the amount of filler used increases. In addition, in steel bridges and viaducts, the filler leaked from the nonwoven fabric flows out under the bridge, and the influence on the surroundings increases.

  This invention has been made in view of such circumstances, is a sheet of nonwoven fabric used in a labor-saving orbit, and can prevent the filler from flowing out by breaking or breaking small holes by crushed stone, It is a first object of the present invention to provide a sheet that can reliably and efficiently connect the sheets. A second object is to provide a labor-saving track construction method using this sheet.

  According to the present invention, a first object is to excavate the lower part of the ballast track along the length of the rail, fill the pebble on the sheet laid in the excavation groove, and then inject the filler. Thus, a sheet used for construction of a labor-saving track for fixing pebbles on the sheet, the sheet having a plurality of non-woven fabrics bonded at appropriate positions except for a certain size range at both ends in the length direction. Achieved by the featured labor-saving track construction sheet.

  Further, according to the present invention, the second object is to excavate the lower part of the ballast track along the length of the rail, fill the pebble on the sheet laid in the excavation groove, and then inject the filler. In the construction method of the labor-saving track that fixes the sheet-like pebbles, the sheet is formed by bonding a plurality of non-woven fabrics along the length direction and excluding certain dimensions at both ends in the length direction. It is achieved by a labor-saving track construction method characterized in that, when connecting different sheets in the rail length direction, the overlapping surfaces are alternately adhered while alternately laminating nonwoven fabrics at the ends of both sheets. The

  Since multiple non-woven fabrics are stacked and bonded at appropriate positions, even if one non-woven fabric breaks or has small holes due to crushed stone, there is a possibility that other non-woven fabrics may break at the same position or have small holes Get smaller. This prevents the filler from flowing out. In particular, in a place where a plurality of non-woven fabrics are not bonded, relative movement is permitted between the first non-woven fabric and the next non-woven fabric. The possibilities that can be made are even smaller. For this reason, the outflow of the filler can be prevented more reliably.

  Moreover, since the fixed dimension range has not adhere | attached the some nonwoven fabric from the both ends, the laminated nonwoven fabric is isolate | separated from both ends. Normally, this sheet is supplied by rolling a sheet of a certain length, so that it is connected at a certain length and laid under the rails. can do. For this reason, adhesion at the connecting portion can be ensured to prevent the filler from flowing out.

  It is desirable that the plurality of non-woven fabrics be bonded along the vicinity of both edges thereof, that is, the vicinity of both edges in the width direction, and in particular, a portion to which a load of crushed stone, for example, the vicinity of the center in the width direction is not bonded. In this case, when a load of crushed stone is applied, relative movement of the non-woven fabric (including movement in the thickness direction and the planar direction of the sheet) is allowed, so the effect of the present invention is particularly great.

  In addition, it is necessary to correctly position the nonwoven fabric sheet in the width direction when laying it under the rail, but it is difficult to confirm at the construction site. Therefore, a mark parallel to the length direction is preferably attached near the center of the sheet in the width direction. This mark may be a straight line such as red or a dotted line. Since it is only necessary to place this mark in the middle of the rail, the construction efficiency is good. This mark may be provided at a position serving as a reference in the width direction, such as a rail position, instead of the vicinity of the center in the width direction.

  In order to bond a plurality of non-woven fabrics, it is preferable to use a spray-type adhesive. This is because work efficiency is improved. Here, the spray adhesive is most preferably a styrene / butadiene rubber-based adhesive when the nonwoven fabric is a long-fiber polyester. For example, the trade name “Z-3 Bond Spray Nori” supplied by Konishi Co., Ltd. (2-1-2 Hirano-cho, Chuo-ku, Osaka) is suitable.

  1 is a cross-sectional perspective view of a labor-saving track known as an E-type pavement track according to the present invention, FIG. 2 is a diagram showing its construction process, FIG. 3 is a plan view showing a sheet and its connection method, and FIG. 4 is a connection process. FIG.

  In FIG. 1, reference numeral 10 is a ballast roadbed, 12 is a sleeper, and 14 is a pair of left and right rails. The sleepers 12 may be wooden sleepers, concrete sleepers, resin sleepers, or the like. The sleepers 12 are arranged in a direction orthogonal to the rails 14 at predetermined intervals. The rail 14 is attached by a rail fastening device including a tie plate 16 fixed to the upper surface of the sleeper 12.

  On the ballast roadbed 10, a groove (excavation groove) 18 is excavated in parallel with the rail 14 below the sleepers 12, and a filling layer 22 is formed on the nonwoven fabric sheet 20 laid in the excavation groove 18. The filling layer 22 is made of small crushed stone (including pebbles, crushed stone, and gravel) and hardened with a filler, so that its durability is high, and labor saving of maintenance and inspection can be achieved.

  The construction method of this filling layer 22 is demonstrated based on FIG. First, a long excavation groove 18 in the direction of the rail 14 is excavated under the sleepers 12 in the old ballast roadbed 10 (FIG. 2A) before construction. As shown in FIGS. 1 and 2B, the excavation groove 18 has a substantially rectangular cross section with a wide lateral width. A non-woven sheet 20 is laid on the inner surface of the excavation groove 18. At this time, frame plates 24, 24 are placed against the side wall surfaces in order to prevent the left and right wall surfaces of the excavation groove 18 from collapsing. The nonwoven fabric sheet 20 rises from the bottom surface of the excavation groove 18 along the frame plates 24 and 24, and both left and right edges reach the vicinity of the top surface of the ballast roadbed 10 ((C) in FIG. 2).

  After the non-woven sheet 20 is spread, a small crushed stone 26 (may be crushed stone or gravel) is sprayed and rolled on the sheet 20, and the sleeper 12 is positioned thereon ((D in FIG. 2). )). At this time, the frame plates 24, 24 are removed. After the positions of the sleepers 12 and the rails 14 are adjusted and the compacted crushed stones 26 have been compacted, a filler 28 is poured into the crushed stones 26 on the nonwoven fabric sheet 20.

  The filler 28 is a fluid for adhering and fixing the small crushed stone 26 such as heated modified asphalt, quick-hardening cement bituminous grout material, high fluidity high fluidity concrete mortar, cement asphalt mortar, resin mortar, polymer cement, and the like. It is. Since these fillers 28 have an appropriate viscosity larger than that of rainwater, they hardly or not permeate the nonwoven fabric sheet 20.

  The following nonwoven fabric sheet 20 will be described with reference to FIGS. This sheet 20 is a laminate of two upper and lower nonwoven fabrics 30, 30. Both nonwoven fabrics 30, 30 are bonded in the vicinity of both edges in the width direction, and the other portions are not bonded. In FIG. 3A, reference numeral 32 denotes this bonding portion, and the bonding portion 32 is parallel to the longitudinal direction of the nonwoven fabrics 30, 30 along both edges of the nonwoven fabrics 30, 30. In addition, this adhesion part 32 does not exist in the range of a fixed dimension from the both ends of the longitudinal direction of the nonwoven fabric 30. FIG. Therefore, the upper and lower nonwoven fabrics 30, 30 are not bonded to each other at both ends of the sheet 20, and can be separated.

  Here, as the adhesive used for the adhesive portion 34, a spray type is suitable. For example, the above-mentioned “Z-3 bond spray paste” provided by Konishi Co., Ltd. is suitable. This adhesive is a styrene / butadiene rubber adhesive, which is filled into a can together with a solvent to form an aerosol type. For example, those containing synthetic rubber (styrene-butadiene rubber), synthetic resin (petroleum resin), organic solvent (methylene chloride), and propellant gas (LPG) are suitable. In this case, long-fiber polyester is suitable as the non-woven fabric. For example, the trade name “Bolance 4301N” supplied from Toyobo Co., Ltd. can be used.

  Since the sheet | seat 20 which accumulated the nonwoven fabrics 30 and 30 is wound in roll shape for every fixed length (for example, 10 m), and it is carried in to a construction site, it is necessary to connect sequentially, spreading in the excavation groove 18. For this purpose, the ends of the two sheets 20A and 20B to be connected are opposed to each other ((B) in FIG. 3, (A) in FIG. 4), and the ends 30a and 30b of the nonwoven fabric 30 and 30 of one sheet 20A are moved up and down. And are separated (FIG. 4B). Then, an adhesive is sprayed on the opposed surfaces of the separated ends 30a and 30b. The adhesive used here is the same as that used for the adhesive portion 34 of the sheet 20.

  In FIG. 4B, “a” indicates an adhesive applied to the end 30 b of the lower nonwoven fabric 30. Next, the end 30c of the nonwoven fabric 30 under the other sheet 20B is overlaid on the lower end 30b under the sheet 20A, and the upper end 30a is overlaid thereon ((C) in FIG. 4). Further, an adhesive is sprayed on the end 30a, and the end 30d on the sheet 20B is overlaid thereon. In FIG. 4C, C indicates the adhesive applied to the upper end 30a, but instead of the end 30a, an adhesive may be applied to the end 30d as shown in FIG. 3B.

  As a result, as shown in FIG. 4D, the two sheets 20A and 20B are bonded together with their end portions alternately stacked. Thus, since the connection of the sheets 20A and 20B is performed by spraying an aerosol type adhesive, it can be easily and easily applied to the sheets 20A and 20B laid on the crushed stone, and the workability is good.

  In FIG. 3, reference numeral 34 denotes a mark attached along the longitudinal direction of the sheet 20 in the vicinity of the center of the sheet 20 in the width direction. The mark 34 is given an appropriate color by printing, for example. The mark 34 can be positioned in the width direction when the sheet 20 is laid in the excavation groove 18. In this case, the mark 34 may be at the center of the left and right rails 14 and 14. The mark 34 may be attached so as to be positioned below at least one of the rails 14 and 14 instead of the vicinity of the center in the width direction. In this case, the mark may be placed under the position of at least one rail 14.

Cross-sectional perspective view of labor-saving track Diagram showing construction method Plan view showing the seat and its connection method Diagram showing connection process

Explanation of symbols

DESCRIPTION OF SYMBOLS 10 Ballast roadbed 12 Sleeper 14 Rail 18 Excavation groove 20 (20A, 20B) Nonwoven fabric sheet 22 Filling layer 24 Frame plate 26 Small crushed stone (pebbles)
28 Filler 30 Non-woven fabric 32 Adhesive part 34 Mark

Claims (6)

Labor saving by fixing the pebbles on the sheet by excavating the rail below the ballast track along the length of the rail, filling the pebbles on the sheet laid in the excavation groove, and then injecting filler. A sheet used for the construction of an orbital track,
The sheet is a labor-saving track construction sheet characterized in that a plurality of non-woven fabrics are bonded at appropriate positions except for a certain size range at both ends in the length direction.   2. The labor-saving track construction sheet according to claim 1, wherein the plurality of non-woven fabrics are bonded to each other along two straight lines that pass through the vicinity of both edges in the width direction and are parallel to the length direction.   2. The labor-saving track construction sheet according to claim 1, wherein the sheet is provided with a positioning mark passing through the vicinity of the center in the width direction and parallel to the length direction.   4. The labor-saving track construction sheet according to claim 1, wherein the plurality of non-woven fabrics are long-fiber polyesters and are bonded with a styrene / butadiene rubber adhesive. Labor saving by fixing the sheet-like pebbles by excavating the rails below the ballast track along the length of the rails, filling the pebbles on the sheets laid in the excavation grooves, and then injecting filler. In the construction method of
The sheet is formed by bonding a plurality of non-woven fabrics along the length direction and excluding a fixed dimension at both ends in the length direction, and when connecting different sheets in the rail length direction, A method for constructing a labor-saving track, wherein the overlapping surfaces are alternately bonded while the nonwoven fabrics are alternately stacked. 6. The method for constructing a labor-saving track according to claim 5, wherein the connecting portions of different sheets are supplied by spraying a styrene / butadiene rubber adhesive on the overlapping surface.

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