JP4829616B2 - Railbag for railroad ballast and roadbed replacement method when switching railway tracks - Google Patents

Railbag for railroad ballast and roadbed replacement method when switching railway tracks Download PDF

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JP4829616B2
JP4829616B2 JP2006001118A JP2006001118A JP4829616B2 JP 4829616 B2 JP4829616 B2 JP 4829616B2 JP 2006001118 A JP2006001118 A JP 2006001118A JP 2006001118 A JP2006001118 A JP 2006001118A JP 4829616 B2 JP4829616 B2 JP 4829616B2
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ballast
woven fabric
members
string
sandbag
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芳光 高木
学 菅原
優 菊田
拓哉 穂積
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East Japan Railway Co
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本発明は、線路切換工事時の道床置換工法などで道床バラストを収納して振動転圧しても破損しない強度を有する鉄道道床バラスト用土のう袋と、この土のう袋を用いて線路切換工事時に行う道床置換工法に関するものである。   The present invention relates to a soil bag for a railway road floor ballast that has a strength that does not break even when a roadbed ballast is stored and vibrationally compressed by a roadbed replacement method or the like at the time of track switching work, and a roadbed that is used at the time of track switching work using this sandbag. It relates to the replacement method.

図5(A)及び図5(B)に示すように、鉄道において、鉄道線路301、302が敷設され鉄道営業が行われていた場合に、河川304の改修工事等(河川拡幅など)に伴い、鉄道線路302の橋梁306を新たな橋梁307にすることが必要となり、鉄道線路302(以下、「旧線」という。)を新たな鉄道線路303(以下、「新線」という。)に切り換える工事(以下、「線路切換工事」という。)を行うことがある。また、鉄道高架橋の建設工事の場合、いったん営業線(本線)から仮線へ線路をふる場合、仮線から本線へ戻す場合などにおいても、線路切換工事が行われる。   As shown in FIGS. 5 (A) and 5 (B), when railway tracks 301 and 302 are laid and railway business is carried out in the railway, along with repair work of the river 304 (river widening, etc.) Therefore, the bridge 306 of the railroad track 302 needs to be replaced with a new bridge 307, and the railroad track 302 (hereinafter referred to as “old line”) is switched to the new railroad track 303 (hereinafter referred to as “new line”). Construction (hereinafter referred to as “track switching construction”) may be performed. In addition, in the case of construction work on a railway viaduct, track switching work is also performed in the case where a track is once transferred from a business line (main line) to a temporary line, or when returning from the temporary line to the main line.

図5の線路切換工事では、旧線302の箇所308から、新線303の箇所309へ線路が切り換えられ、旧線302の箇所310から、新線303の箇所311へ線路が切り換えられる。箇所308〜311を、以下、「切換点」という。線路切換工事は、図6(A)に示すように、多数の作業員による人力作業となる。   In the track switching work of FIG. 5, the track is switched from the location 308 of the old line 302 to the location 309 of the new line 303, and the track is switched from the location 310 of the old line 302 to the location 311 of the new line 303. The locations 308 to 311 are hereinafter referred to as “switching points”. As shown in FIG. 6A, the track switching work is a manual work by a large number of workers.

線路切換工事は、夜間に、当該区間の列車の走行を一時的に禁止して行うが、作業時間が非常に短いため、「道床置換工法」を採用することが多い。道床置換工法は、図6(B)、図6(C)に示すように、切換点付近の道床バラスト(まくらぎと路盤との間に設置される砂利、砕石)の一部を、切換作業の準備作業として、切換作業前に、あらかじめバラスト入り土のう315に置き換えておく。バラスト入り土のう315は、土のう袋の中に、バラスト(砂利や砕石)を詰めて口を結束したものである。バラスト入り土のう315は、道床バラスト(まくらぎと路盤との間に設置される砂利、砕石)において、必要に応じ、2本のレールの外側、あるいは内側にも置換設置される。   The track switching work is performed at night by temporarily prohibiting the traveling of the train in the section, but since the work time is very short, the “roadbed replacement method” is often adopted. As shown in Fig. 6 (B) and Fig. 6 (C), the road bed replacement method is used to switch part of the road bed ballast near the switching point (gravel and crushed stone installed between the sleeper and the roadbed). As a preparatory work, the ballasted clay 315 is replaced in advance before the switching work. The ballast-containing sandbag 315 is formed by packing a ballast (gravel or crushed stone) in a sandbag and binding the mouth. The ballast-containing sandbag 315 is replaced and installed on the outside or inside of the two rails as necessary in the roadbed ballast (gravel and crushed stone installed between the sleeper and the roadbed).

旧線302の切換点308では、線路切換工事に着手するまでの期間は、列車が走行する。バラスト入り土のう315は、単に積み上げただけでは、鉄道車両からレールに伝達されて道床バラストに作用する水平方向力(レール進行方向に直角な左右水平方向に働く力)に対する抵抗力(以下、「道床横抵抗力」という。)が不足する。このため、図7(A)に示すように、作業員320が、振動コンパクタ321(アスファルト舗装の締め固め等にも用いる機器)により、バラスト入り土のう315に振動を付加して締め固め(以下、「転圧」という。)を十分に行う必要がある。   At the switching point 308 of the old line 302, the train travels during the period until the track switching work is started. The ballast-containing soil 315 is simply piled up, and is resistant to a horizontal force (force acting in the horizontal direction perpendicular to the rail traveling direction) that is transmitted from the railway vehicle to the rail and acts on the roadbed ballast (hereinafter referred to as “the roadbed”). It is called “lateral resistance”. For this reason, as shown in FIG. 7 (A), the worker 320 applies vibration to the ballast-containing soil 315 by means of a vibration compactor 321 (equipment used for compaction of asphalt pavement, etc.) and compacts (hereinafter, referred to as “compact”). This is called “rolling”.

しかし、従来の土のう袋では、バラスト(砂利や砕石)を詰めて口を結束し、振動コンパクタ321での転圧を行うと、容易に破損する、という問題があった。破損しないように振動コンパクタ321での転圧を弱くすると、道床横抵抗力が不足し、線路切換工事の準備作業の時点で軌道の変位が生じるおそれがある。   However, the conventional sandbag has a problem that it is easily damaged when ballast (gravel or crushed stone) is packed and the mouth is bound and rolled by the vibration compactor 321. If the rolling compaction by the vibration compactor 321 is weakened so as not to be damaged, the lateral resistance force of the road bed is insufficient, and there is a risk that the track will be displaced at the time of preparation work for the track switching work.

また、線路切換工事の着手時には、切換点付近に設置されているバラスト入り土のう315をてっ去し、レールとまくらぎで構成される「軌きょう」の状態にしたのち、図6(A)のようにして、多数の作業員の人力作業により、水平方向に移動させ、旧線から新線に切り換える。
しかし、従来は、図7(B)に示すように、作業員320が、バラスト入り土のう315を、人力で1袋ずつてっ去しなければならず、効率的ではなかった。
In addition, at the start of the track switching work, the ballast-filled sandbag 315 installed near the switching point is removed to form a “railway” composed of rails and sleepers. In this way, by the manual work of many workers, it is moved horizontally and switched from the old line to the new line.
However, conventionally, as shown in FIG. 7B, the worker 320 had to manually remove the ballast-containing soil bags 315 one bag at a time, which was not efficient.

従来、強度の高い土のう袋の例も知られている(特許文献1参照)。しかし、具体的な構成は明らかではない。また、鉄道線路切換工事時の道床置換工法では、土のう袋を多数使用するため、費用が低廉であることも必要である。
特開2001−271301号公報
Conventionally, an example of a sandbag with high strength is also known (see Patent Document 1). However, the specific configuration is not clear. In addition, the roadbed replacement method at the time of railroad track switching construction uses a large number of sandbags, so it is also necessary that the cost be low.
JP 2001-271301 A

本発明は上記の問題を解決するためになされたものであり、本発明の解決しようとする課題は、バラストを詰めて振動転圧を行っても破損しない強度を有する鉄道道床バラスト用土のう袋、及びこの土のう袋を用いた鉄道線路切換工事時の道床置換工法を提供することにある。   The present invention has been made to solve the above-mentioned problem, and the problem to be solved by the present invention is a sandbag for railroad floor ballast having a strength that does not break even when packed with ballast and subjected to vibration rolling. Another object of the present invention is to provide a roadbed replacement method at the time of railroad track switching work using this sandbag.

上記課題を解決するため、本発明の請求項1に係る鉄道道床バラスト用土のう袋は、
複数の合成繊維部材を平板状に束ねた糸としての第1ヒモ状素材を二重に別々に重ねてなる縦糸部材と、複数の合成繊維部材を平板状に束ねた糸としての第2ヒモ状素材を二重に別々に重ねてなる横糸部材とが互い違いとなるようにして二重織りした織布部材を略長方形状に作成したものを略中央で折り、側部に相当する箇所の2枚の前記織布部材を縫糸部材で縫い合わせるとともに、底部に相当する箇所の2枚の前記織布部材を縫糸部材で縫い合わせて上部が開口した袋体とし、複数の合成繊維部材を束ねた第3ヒモ状素材を複数本ロープ状に撚り合わせてなり前記袋体の上部開口を絞って袋を閉塞するための口紐部材を、前記袋体の上部開口の上縁の内側に配置した状態で前記上縁を内側に折り込み縫糸部材で縫い合わせて形成した口紐空間内に配置し、前記織布部材の引張り強度がJIS L 1096−1999に定める試験方法で1000N/5cm以上で、前記口紐部材の引張り強度がJIS L 1096−1999に定める試験方法で1000N/1本以上で、かつ、前記縫い目の引張り強度がJIS L 1096−1999に定める試験方法で1000N/1袋以上となるように構成したことを特徴とする。
In order to solve the above problems, a sandbag for railroad floor ballast according to claim 1 of the present invention,
A plurality of synthetic fiber members warp member comprising a first string-like material as a yarn bundle in a plate shape overlapping separately double, second string-like multiple synthetic fiber members as yarn bundle tabular Folded woven fabric members made in a substantially rectangular shape so that the weft members made of two separate layers of material are staggered, folded in a substantially rectangular shape, and two pieces corresponding to the sides The woven fabric member is stitched together with a sewing thread member, and the two woven fabric members corresponding to the bottom portion are sewn together with the sewing thread member to form a bag body having an open top, and a third string in which a plurality of synthetic fiber members are bundled In the state where the lace member for squeezing the upper opening of the bag body to close the bag by twisting a plurality of strip-like materials into a rope shape is arranged inside the upper edge of the upper opening of the bag body A lanyard formed by folding the edge inward and stitching together with a thread member The tensile strength of the woven fabric member is 1000 N / 5 cm or more according to a test method defined in JIS L 1096-1999, and the tensile strength of the mouth strap member is 1000 N / in according to a test method defined in JIS L 1096-1999. One or more and the tensile strength of the seam is 1000 N / 1 bag or more by a test method defined in JIS L 1096-1999.

また、本発明の請求項2に係る鉄道線路切換工事時の道床置換工法は、
鉄道線路切換工事に、切換前に準備作業として、切換箇所付近の旧線と新線の道床バラストを、あらかじめ土のう袋に砕石を詰めて口紐部材を結束したバラスト入り土のうに置換しておき、切換時には、前記バラスト入り土のうをてっ去し、レールとまくらぎからなる軌きょうを新線側に接続し、前記バラスト入り土のうからバラストを出して軌きょうの周囲に復旧する鉄道線路切換工事時の道床置換工法において、
前記土のう袋は、
複数の合成繊維部材を平板状に束ねた糸としての第1ヒモ状素材を二重に別々に重ねてなる縦糸部材と、複数の合成繊維部材を平板状に束ねた糸としての第2ヒモ状素材を二重に別々に重ねてなる横糸部材とが互い違いとなるようにして二重織りした織布部材を略長方形状に作成したものを略中央で折り、側部に相当する箇所の2枚の前記織布部材を縫糸部材で縫い合わせるとともに、底部に相当する箇所の2枚の前記織布部材を縫糸部材で縫い合わせて上部が開口した袋体とし、複数の合成繊維部材を束ねた第3ヒモ状素材を複数本ロープ状に撚り合わせてなり前記袋体の上部開口を絞って袋を閉塞するための口紐部材を、前記袋体の上部開口の上縁の内側に配置した状態で前記上縁を内側に折り込み縫糸部材で縫い合わせて形成した口紐空間内に配置し、前記織布部材の引張り強度がJIS L 1096−1999に定める試験方法で1000N/5cm以上で、前記口紐部材の引張り強度がJIS L 1096−1999に定める試験方法で1000N/1本以上で、かつ、前記縫い目の引張り強度がJIS L 1096−1999に定める試験方法で1000N/1袋以上となるように構成されること
を特徴とする。
Moreover, the road bed replacement method at the time of railway track switching construction according to claim 2 of the present invention is:
For railroad track switching work, as preparatory work before switching, replace the old and new roadbed ballast near the switching point with a ballasted sandbag in which crushed stones are packed in a sandbag and the mouth strap members are bound together, At the time of switching, when the railway track is switched, the ballast containing the ballast is removed, the rail made of rails and sleepers is connected to the new line, and the ballast is removed from the ballasted soil and restored to the periphery of the rail. In the road bed replacement method of
The sandbag is
A plurality of synthetic fiber members warp member comprising a first string-like material as a yarn bundle in a plate shape overlapping separately double, second string-like multiple synthetic fiber members as yarn bundle tabular Folded woven fabric members made in a substantially rectangular shape so that the weft members made of two separate layers of material are staggered, folded in a substantially rectangular shape, and two pieces corresponding to the sides The woven fabric member is stitched together with a sewing thread member, and the two woven fabric members corresponding to the bottom portion are sewn together with the sewing thread member to form a bag body having an open top, and a third string in which a plurality of synthetic fiber members are bundled In the state where the lace member for squeezing the upper opening of the bag body to close the bag by twisting a plurality of strip-like materials into a rope shape is arranged inside the upper edge of the upper opening of the bag body A lanyard formed by folding the edge inward and stitching together with a thread member The tensile strength of the woven fabric member is 1000 N / 5 cm or more according to a test method defined in JIS L 1096-1999, and the tensile strength of the mouth strap member is 1000 N / in according to a test method defined in JIS L 1096-1999. One or more and the tensile strength of the seam is 1000 N / 1 bag or more by a test method defined in JIS L 1096-1999.

また、本発明の請求項3に係る鉄道線路切換工事時の道床置換工法は、
請求項記載の鉄道線路切換工事時の道床置換工法において、
前記バラスト入り土のうの結束された口紐部材の残部により略環状の吊上環部を形成しておき、前記線路切換時の前記バラスト入り土のうのてっ去時には、複数のバラスト入り土のうの吊上環部をワイヤーで連結し、建設工事機械により複数のバラスト入り土のうを同時に吊り上げてっ去すること
を特徴とする。
Moreover, the road bed replacement method at the time of railway track switching construction according to claim 3 of the present invention is:
In the road bed replacement method at the time of railway track switching construction according to claim 2 ,
A substantially annular lifting ring portion is formed by the remaining portion of the mouth strap member bound to the ballast-containing clay, and when the ballast-containing soil is removed at the time of the line switching, a plurality of ballast-containing soil-lifting rings. It is characterized by the fact that a plurality of ballast-containing sandbags are simultaneously lifted and removed by a construction machine.

本発明に係る鉄道道床バラスト用土のう袋によれば、複数の合成繊維部材を平板状に束ねた糸としての第1ヒモ状素材を二重に別々に重ねてなる縦糸部材と、複数の合成繊維部材を平板状に束ねた糸としての第2ヒモ状素材を二重に別々に重ねてなる横糸部材とが互い違いとなるようにして二重織りした織布部材を略長方形状に作成したものを略中央で折り、側部に相当する箇所の2枚の前記織布部材を縫糸部材で縫い合わせるとともに、底部に相当する箇所の2枚の前記織布部材を縫糸部材で縫い合わせて上部が開口した袋体とし、複数の合成繊維部材を束ねた第3ヒモ状素材を複数本ロープ状に撚り合わせてなり前記袋体の上部開口を絞って袋を閉塞するための口紐部材を、前記袋体の上部開口の上縁の内側に配置した状態で前記上縁を内側に折り込み縫糸部材で縫い合わせて形成した口紐空間内に配置し、前記織布部材の引張り強度がJIS L 1096−1999に定める試験方法で1000N/5cm以上で、前記口紐部材の引張り強度がJIS L 1096−1999に定める試験方法で1000N/1本以上で、かつ、前記縫い目の引張り強度がJIS L 1096−1999に定める試験方法で1000N/1袋以上となるように構成したので、バラストを詰めて十分な振動転圧を行っても破損しない強度、耐力を発揮する、という効果を有している。 According to the sandbag for railroad floor ballast according to the present invention, a warp member formed by laminating a plurality of synthetic fiber members in a flat plate shape as a first string-like material, and a plurality of synthetic fibers. What produced the woven fabric member which carried out the double woven fabric member in the shape of a substantially rectangle shape so that the 2nd string-like material as a thread which bundled the member in the shape of a flat may be alternated with the weft member which piles up separately separately. A bag which is folded at substantially the center and sews the two woven fabric members corresponding to the side portion with a sewing thread member, and sews the two woven fabric members corresponding to the bottom portion with the sewing thread member and has an upper opening. A tie member for closing the bag by squeezing the upper opening of the bag body by twisting a plurality of third string-like materials made by bundling a plurality of synthetic fiber members into a rope shape, The upper edge is placed inside the upper edge of the upper opening. The woven fabric member has a tensile strength of 1000 N / 5 cm or more according to a test method defined in JIS L 1096-1999, and the tensile strength of the lace member is Since the test method defined in JIS L 1096-1999 is 1000 N / 1 or more and the tensile strength of the seam is 1000 N / 1 bag or more by the test method defined in JIS L 1096-1999, Even if it is packed and subjected to sufficient vibration and rolling, it has the effect of exhibiting strength and proof strength that do not break.

また、本発明に係る鉄道線路切換工事時の道床置換工法によれば、鉄道線路切換工事に、切換前に準備作業として、切換箇所付近の旧線と新線の道床バラストを、あらかじめ土のう袋に砕石を詰めて口紐部材を結束したバラスト入り土のうに置換しておき、切換時には、前記バラスト入り土のうをてっ去し、レールとまくらぎからなる軌きょうを新線側に接続し、前記バラスト入り土のうからバラストを出して軌きょうの周囲に復旧する鉄道線路切換工事時の道床置換工法において、前記土のう袋を、複数の合成繊維部材を平板状に束ねた糸としての第1ヒモ状素材を二重に別々に重ねてなる縦糸部材と、複数の合成繊維部材を平板状に束ねた糸としての第2ヒモ状素材を二重に別々に重ねてなる横糸部材とが互い違いとなるようにして二重織りした織布部材を略長方形状に作成したものを略中央で折り、側部に相当する箇所の2枚の前記織布部材を縫糸部材で縫い合わせるとともに、底部に相当する箇所の2枚の前記織布部材を縫糸部材で縫い合わせて上部が開口した袋体とし、複数の合成繊維部材を束ねた第3ヒモ状素材を複数本ロープ状に撚り合わせてなり前記袋体の上部開口を絞って袋を閉塞するための口紐部材を、前記袋体の上部開口の上縁の内側に配置した状態で前記上縁を内側に折り込み縫糸部材で縫い合わせて形成した口紐空間内に配置し、前記織布部材の引張り強度がJIS L 1096−1999に定める試験方法で1000N/5cm以上で、前記口紐部材の引張り強度がJIS L 1096−1999に定める試験方法で1000N/1本以上で、かつ、前記縫い目の引張り強度がJIS L 1096−1999に定める試験方法で1000N/1袋以上となるように構成したので、バラストを詰めて十分な振動転圧を行っても破損しない強度、耐力を発揮する、という効果を有している。また、前記バラスト入り土のうの結束された口紐部材の残部により略環状の吊上環部を形成しておき、前記線路切換時の前記バラスト入り土のうのてっ去時には、複数のバラスト入り土のうの吊上環部をワイヤーで連結し、建設工事機械により複数のバラスト入り土のうを同時に吊り上げてっ去することができる、という効果を有している。また、このため、線路切換工事の作業の機械化が促進され、当該工事作業の効率化、低コスト化が進む、という効果も有している。 In addition, according to the roadbed replacement method at the time of railway track switching work according to the present invention, the roadbed ballast of the old line and the new line near the switching point is preliminarily placed in a sandbag as a preparatory work before switching the railway track. Replace with a ballast-filled sandbag filled with crushed stone and bound mouthpiece members.When switching, remove the ballast-filled sandbag, connect a rail and sleeper rail to the new line side, and In the road bed replacement construction method at the time of railroad track switching construction where the ballast is taken out from the entry and restored to the periphery of the railroad , the first string-like material as a yarn in which the plurality of synthetic fiber members are bundled in a flat plate shape is used. a warp member comprising superimposed separately doubly, as the weft members where a plurality of synthetic fiber members comprising overlapping the second string-like material as a yarn bundle in a plate shape separately doubly is alternately Double The woven fabric member made into a substantially rectangular shape is folded at a substantially central position, and the two woven fabric members corresponding to the side portions are sewn together with a thread member, and the two woven fabric members corresponding to the bottom portion are sewn together. A woven fabric member is sewn with a sewing thread member to form a bag body having an upper opening, and a plurality of third string-like materials bundled with a plurality of synthetic fiber members are twisted together in a rope shape to squeeze the upper opening of the bag body. A lace member for closing the upper lip of the bag body is disposed in the lace space formed by folding the upper edge inwardly and sewing together with a sewing thread member in a state of being disposed on the inner side of the upper edge of the upper opening of the bag body. The tensile strength of the cloth member is 1000 N / 5 cm or more according to the test method defined in JIS L 1096-1999, the tensile strength of the mouth strap member is 1000 N / 1 or more according to the test method defined in JIS L 1096-1999, and the front Since the seam has a tensile strength of 1000 N / 1 bag or more according to the test method defined in JIS L 1096-1999, it exhibits strength and proof strength that does not break even when ballast is packed and sufficient vibration rolling is performed. It has the effect. Further, a substantially annular lifting ring portion is formed by the remaining portion of the mouth strap member bound to the ballast-containing clay, and when the ballast-containing soil is removed at the time of the line switching, a plurality of ballast-containing soil cages are suspended. It has the effect that the upper ring part is connected with a wire, and a plurality of ballasts containing ballast can be lifted and removed simultaneously by a construction machine. For this reason, the mechanization of the work of the line switching work is promoted, and there is an effect that the work work is made more efficient and costs are reduced.

以下に説明する実施例は、鉄道道床バラスト用土のう袋を、複数の合成繊維部材を平板状に束ねた第1ヒモ状素材を二重に重ねてなる縦糸部材と、複数の合成繊維部材を平板状に束ねた第2ヒモ状素材を二重に重ねてなる横糸部材とが互い違いとなるようにして二重織りした織布部材を略長方形状に作成したものを略中央で折り、側部に相当する箇所の2枚の前記織布部材を縫糸部材で縫い合わせるとともに、底部に相当する箇所の2枚の前記織布部材を縫糸部材で縫い合わせて上部が開口した袋体とし、複数の合成繊維部材を束ねた第3ヒモ状素材を複数本ロープ状に撚り合わせてなり前記袋体の上部開口を絞って袋を閉塞するための口紐部材を、前記袋体の上部開口の上縁の内側に配置した状態で前記上縁を内側に折り込み縫糸部材で縫い合わせて形成した口紐空間内に配置し、前記織布部材の引張り強度がJIS L 1096−1999に定める試験方法で1000N/5cm以上で、前記口紐部材の引張り強度がJIS L 1096−1999に定める試験方法で1000N/1本以上で、かつ、前記縫い目の引張り強度がJIS L 1096−1999に定める試験方法で1000N/1袋以上となるように構成したので、鉄道線路切換工事時の道床置換工法において、バラストを詰めて十分な振動転圧を行っても破損しない強度、耐力を発揮することができ、本発明を実現するための構成として最良の形態である。   In the embodiment described below, a sandbag for railroad floor floor ballast, a warp member formed by double-stacking a first string-like material obtained by bundling a plurality of synthetic fiber members in a flat plate shape, and a plurality of synthetic fiber members in a flat plate Folded woven fabric members in a substantially rectangular shape so that the weft members formed by doubling the second string-like material bundled in a staggered shape are folded in a substantially rectangular shape and folded to the side A plurality of synthetic fiber members are formed by sewing together two woven fabric members at corresponding locations with a sewing thread member, and sewing the two woven fabric members at locations corresponding to the bottom portion with a sewing thread member to open an upper portion. A cord member for squeezing the upper opening of the bag body and closing the bag by twisting a plurality of third string-like materials bundled together into a rope shape is provided inside the upper edge of the upper opening of the bag body. Fold the upper edge inward in the placed state and sew with a thread member The tensile strength of the woven fabric member is 1000 N / 5 cm or more according to the test method defined in JIS L 1096-1999, and the tensile strength of the lip member is JIS L 1096-1999. Since the test method specified is 1000N / 1 or more, and the tensile strength of the seam is 1000N / 1 bag or more according to the test method specified in JIS L 1096-1999, the roadbed replacement at the time of railway line switching work In the construction method, it is possible to exhibit strength and proof strength that are not damaged even when ballast is packed and sufficient vibration and rolling is performed, and this is the best mode for realizing the present invention.

以下、本発明の実施例について、図面を参照しながら詳細に説明する。図1は、本発明の第1実施例である鉄道道床バラスト用土のう袋の全体構成を示す図である。   Hereinafter, embodiments of the present invention will be described in detail with reference to the drawings. FIG. 1 is a diagram showing an overall configuration of a railway pouch ballast ballast bag according to a first embodiment of the present invention.

図1に示すように、この鉄道道床バラスト用土のう袋10は、袋体11と、口紐部材12を備えて構成されている。袋体11は、織布部材13からなり上部が開口した袋であり、袋体11の上部には、袋体11の上縁14を内側に折り込み縫糸部材15で縫い合わせて形成した管状の口紐空間16が形成され、この口紐空間16の中に、口紐部材12が挿通されて配置されている。   As shown in FIG. 1, this railroad floor ballast sandbag 10 includes a bag body 11 and a mouth strap member 12. The bag body 11 is a bag made of a woven fabric member 13 and having an upper opening, and a tubular mouth strap formed on the upper portion of the bag body 11 by folding the upper edge 14 of the bag body 11 inside and sewing together with a sewing thread member 15. A space 16 is formed, and the mouth strap member 12 is inserted and arranged in the mouth strap space 16.

また、袋体11の一方の側部(図1における右側部)18は、織布部材13のうち、略中央で折られて表となった部分である表部13aと、略中央で折られて裏となった部分である裏部13bの2枚を、縫糸部材19で縫い合わせることにより、側方が閉塞されている。   Moreover, one side part (right side part in FIG. 1) 18 of the bag body 11 is folded at a substantially central part with a front part 13a which is a part of the woven fabric member 13 which is folded substantially at the center. The two sides of the back portion 13b, which is the back portion, are sewn together with the sewing thread member 19, whereby the sides are closed.

また、底部20は、織布部材13を上記のようにして縫製した部材のうち、底に相当する箇所の表部13aと裏部13bの2枚を、縫糸部材21で縫い合わせることにより、底方が閉塞されている。   Also, the bottom portion 20 is formed by sewing two pieces of the front portion 13a and the back portion 13b of the portion corresponding to the bottom out of the members obtained by sewing the woven fabric member 13 as described above with the sewing thread member 21. Is blocked.

次に、この鉄道道床バラスト用土のう袋10の製造方法を説明する。図2は、本発明の第1実施例の鉄道道床バラスト用土のう袋の製造方法を説明する図である。   Next, the manufacturing method of this railroad floor ballast sandbag 10 is demonstrated. FIG. 2 is a diagram for explaining a method for manufacturing a sandbag for railroad floor ballast according to the first embodiment of the present invention.

まず、図2(A)に示すように、横長の略長方形状に作成した織布部材13を、略中央で、折線13cのように縦に折る。その後、織布部材13の上縁13a1と13b1を、図でB1、B2で示すように、それぞれ内側に折り込む。このとき、折り込まれて形成される口紐空間16の内部に口紐部材12が配置されるようにする。   First, as shown in FIG. 2 (A), the woven fabric member 13 created in a horizontally long and substantially rectangular shape is folded vertically at a substantially center as indicated by a fold line 13c. Thereafter, the upper edges 13a1 and 13b1 of the woven fabric member 13 are folded inward as indicated by B1 and B2 in the drawing. At this time, the mouth strap member 12 is arranged inside the mouth strap space 16 formed by folding.

次に、図2(B)に示すように、折り込まれた部分の適宜箇所(上縁13a1のやや上方など)を、縫糸部材15で縫い合わせる。このような縫製により、袋体11の上部に、管状の口紐空間16が形成される。   Next, as shown in FIG. 2B, appropriate portions of the folded portion (such as slightly above the upper edge 13a1) are sewn together with the sewing thread member 15. By such sewing, a tubular mouth string space 16 is formed in the upper portion of the bag body 11.

次に、織布部材13の側縁13a2と13b2をいっしょにして、図2(B)でB3で示すように、折る。その後、図示はしていないが、側部に相当する箇所、すなわち、折られた部分の適宜箇所(右側縁13a2のやや左方など)を、縫糸部材19(図1参照)で縫い合わせる。このとき、図1において符号19で示す位置までは、ほぼ鉛直方向に縫うが、図1において符号19で示す位置より上方は、図において斜め右上がりに縫う。これは、口紐部材12により、袋体11の上部開口11aを絞って閉塞できるようにするためである。このような縫製により、袋体11の側部(図の場合は右側)が閉塞される。   Next, the side edges 13a2 and 13b2 of the woven fabric member 13 are joined together and folded as indicated by B3 in FIG. 2 (B). Thereafter, although not shown, a portion corresponding to the side portion, that is, an appropriate portion of the folded portion (slightly left side of the right edge 13a2, etc.) is sewn with the sewing thread member 19 (see FIG. 1). At this time, sewing is performed in a substantially vertical direction up to the position indicated by reference numeral 19 in FIG. 1, but the upper portion from the position indicated by reference numeral 19 in FIG. This is for the mouth strap member 12 to squeeze and close the upper opening 11 a of the bag 11. By such sewing, the side part (the right side in the figure) of the bag body 11 is closed.

次に、織布部材13の底縁13a3と13b3をいっしょにして、図2(B)でB4で示すように、折る。その後、図示はしていないが、底部に相当する箇所、すなわち、折られた部分の適宜箇所(底縁13a3のやや上方など)を、縫糸部材21(図1参照)で縫い合わせる。このような縫製により、袋体11の底部が閉塞される。   Next, the bottom edges 13a3 and 13b3 of the woven fabric member 13 are joined together and folded as indicated by B4 in FIG. 2 (B). Thereafter, although not shown, a portion corresponding to the bottom portion, that is, an appropriate portion of the folded portion (such as slightly above the bottom edge 13a3) is sewn with the sewing thread member 21 (see FIG. 1). By such sewing, the bottom of the bag body 11 is closed.

上記のようにして、鉄道道床バラスト用土のう袋10を製造することができる。   As described above, the sandbag 10 for railroad floor ballast can be manufactured.

次に、図3を参照しつつ、袋体11の素材である織布部材について、さらに詳細に説明する。   Next, the woven fabric member that is the material of the bag body 11 will be described in more detail with reference to FIG.

図3(A)及び図3(B)は、従来の土のう袋に用いる織布部材73の構成を、参考のために示したものである。図3(A)及び図3(B)に示すように、この織布部材73は、複数の合成繊維部材を平板状に束ねた縦糸部材81と、複数の合成繊維部材を平板状に束ねた横糸部材82からなる。この縦糸部材81と横糸部材82は、互い違いとなるようにして織られる。縦糸部材81と横糸部材82に用いる合成繊維としては、ポリエチレン繊維などが用いられる。   3 (A) and 3 (B) show the configuration of a woven fabric member 73 used for a conventional sandbag for reference. As shown in FIGS. 3 (A) and 3 (B), the woven fabric member 73 has a warp member 81 in which a plurality of synthetic fiber members are bundled in a flat plate shape and a plurality of synthetic fiber members in a flat plate shape. It consists of a weft member 82. The warp member 81 and the weft member 82 are woven in a staggered manner. As the synthetic fiber used for the warp member 81 and the weft member 82, polyethylene fiber or the like is used.

この場合、図3(A)において、X1方向(水平左右方向)のある所定の長さの部分に縦糸部材81が何本織り込まれ、Y1方向(鉛直上下方向)のある所定の長さの部分に横縦糸部材82が何本織り込まれるかを、「織り密度」という。従来の土のう袋に用いられる織布部材73では、織り密度は、例えば、X1方向(水平左右方向)の2.54センチメートルの長さの部分に縦糸部材81が8本織り込まれ、Y1方向(鉛直上下方向)の2.54センチメートルの長さの部分に横縦糸部材82が8本織り込まれる、というのが一般的である。   In this case, in FIG. 3A, a number of warp members 81 are woven into a predetermined length portion in the X1 direction (horizontal left and right direction), and a predetermined length portion in the Y1 direction (vertical vertical direction). How many weft and warp yarn members 82 are woven is called “weave density”. In the woven fabric member 73 used in the conventional sandbag, the weave density is, for example, eight warp members 81 are woven into a portion having a length of 2.54 cm in the X1 direction (horizontal left and right direction), and the Y1 direction ( In general, eight weft warp members 82 are woven in a portion of 2.54 centimeters in the vertical direction).

これに対し、本実施例の袋体11の素材である織布部材13の構成を、図3(C)及び図3(D)に示す。すなわち、本実施例の織布部材13は、複数の合成繊維部材を平板状に束ねた第1ヒモ状素材33と34を二重に重ねて縦糸部材31とし、複数の合成繊維部材を平板状に束ねた第2ヒモ状素材35と36を二重に重ねて横糸部材32としている。そして、この縦糸部材31と横糸部材32を、互い違いとなるようにして織っている。第1ヒモ状素材33、34に用いる合成繊維としては、ポリエチレン繊維などが用いられる。また、第2ヒモ状素材35、36に用いる合成繊維としては、ポリエチレン繊維などが用いられる。   On the other hand, the structure of the woven fabric member 13 which is a raw material of the bag body 11 of a present Example is shown in FIG.3 (C) and FIG.3 (D). That is, in the woven fabric member 13 of the present embodiment, the first string-like materials 33 and 34 in which a plurality of synthetic fiber members are bundled in a flat plate shape are overlapped to form a warp member 31, and the plurality of synthetic fiber members are formed in a flat plate shape. The second string-like materials 35 and 36 that are bundled together are overlapped to form the weft member 32. The warp member 31 and the weft member 32 are woven in a staggered manner. As the synthetic fiber used for the first string-like materials 33 and 34, polyethylene fiber or the like is used. Moreover, as a synthetic fiber used for the 2nd string-like materials 35 and 36, a polyethylene fiber etc. are used.

また、本実施例の織布部材13の織り密度は、X1方向(水平左右方向)の2.54センチメートルの長さの部分に縦糸部材31が8本織り込まれ、Y1方向(鉛直上下方向)の2.54センチメートルの長さの部分に横縦糸部材32が8本織り込まれているが、縦糸部材31が2本の第1ヒモ状素材33及び34から構成されているため、X1方向(水平左右方向)の2.54センチメートルの長さの部分の織り密度は8本×2で16本となり、横糸部材32が2本の第2ヒモ状素材35及び36から構成されているため、Y1方向(鉛直上下方向)の2.54センチメートルの長さの部分の織り密度は8本×2で16本となっている。   The weaving density of the woven fabric member 13 of this example is such that eight warp members 31 are woven into a length of 2.54 centimeters in the X1 direction (horizontal horizontal direction), and the Y1 direction (vertical vertical direction). Although eight weft and warp yarn members 32 are woven into a portion of 2.54 cm in length, since the warp member 31 is composed of two first string-like materials 33 and 34, the X1 direction ( Since the weaving density of the length of 2.54 cm in the horizontal direction (horizontal direction) is 8 × 2 and 16 pieces, and the weft member 32 is composed of two second string-like materials 35 and 36, The weaving density of the length of 2.54 centimeters in the Y1 direction (vertical vertical direction) is 8 × 2 × 16.

次に、本実施例の袋体11の素材である織布部材13の強度について説明する。図1の織布部材13において、幅L1(例えば5センチメートル)で縦方向に細長い領域Z1の部分を切り出し、長手方向に引っ張り、強度を計測する。試験の方法は、JIS L 1096−1999に定める試験方法によって行う。この試験方法は、「JIS L 1096 A法」、又は「ラベルドストリップ法」とも呼ばれる。この方法によって、本実施例の織布部材13の強度を測定した結果、引張り強度は、1000ニュートン(N)/5cm以上となった。   Next, the intensity | strength of the woven fabric member 13 which is a raw material of the bag body 11 of a present Example is demonstrated. In the woven fabric member 13 of FIG. 1, a portion of a region Z1 that is long in the longitudinal direction with a width L1 (for example, 5 centimeters) is cut out, pulled in the longitudinal direction, and the strength is measured. The test is performed according to the test method defined in JIS L 1096-1999. This test method is also referred to as “JIS L 1096 A method” or “labeled strip method”. As a result of measuring the strength of the woven fabric member 13 of this example by this method, the tensile strength was 1000 Newton (N) / 5 cm or more.

また、図1の織布部材13において、幅L2(例えば5センチメートル)で横方向に細長い領域Z2の部分を切り出し、長手方向に引っ張り、強度を計測する。試験の方法は、JIS L 1096−1999に定める試験方法によって行う。この試験方法は、「JIS L 1096 A法」、又は「ラベルドストリップ法」とも呼ばれる。この方法によって、本実施例の織布部材13の強度を測定した結果、引張り強度は、1000N/5cm以上となった。   Further, in the woven fabric member 13 of FIG. 1, a portion of the region Z2 elongated in the lateral direction with a width L2 (for example, 5 centimeters) is cut out, pulled in the longitudinal direction, and the strength is measured. The test is performed according to the test method defined in JIS L 1096-1999. This test method is also referred to as “JIS L 1096 A method” or “labeled strip method”. As a result of measuring the strength of the woven fabric member 13 of this example by this method, the tensile strength was 1000 N / 5 cm or more.

また、縫い目についても、上記と同様JIS L 1096−1999に定める試験方法によって行い、本実施例の鉄道道床バラスト用土のう袋10の1袋当たりに換算したところ、縫い目の引張り強度は、1000N/1袋以上となった。   In addition, the seam was also tested by the test method defined in JIS L 1096-1999 in the same manner as described above, and when converted into one bag for the railroad floor ballast bag 10 of this embodiment, the tensile strength of the seam was 1000 N / 1. More than a bag.

次に、図1を参照しつつ、口紐部材12について、さらに詳細に説明する。口紐部材12は、図1に示すように、3本の第3ヒモ状素材12aと12bと12cを、ロープ状に撚り合わせて作製している。それぞれの第3ヒモ状素材12a、12b、12cは、複数の合成繊維部材を束ねて構成されている。第3ヒモ状素材12a、12b、12cに用いる合成繊維としては、ポリエチレン繊維などが用いられる。   Next, the mouth strap member 12 will be described in more detail with reference to FIG. As shown in FIG. 1, the mouth strap member 12 is made by twisting three third string-like materials 12a, 12b, and 12c into a rope shape. Each 3rd string material 12a, 12b, 12c is comprised by bundling a plurality of synthetic fiber members. Polyethylene fiber etc. are used as a synthetic fiber used for the 3rd string material 12a, 12b, 12c.

口紐部材12についても、通常の引張り強度試験を行った結果、口紐部材12の1本当たり、引張り強度は、1000ニュートン(N)以上となった。したがって、本実施例の鉄道道床バラスト用土のう袋10の1袋当たりとすると、引張り強度は、1000N/1袋以上となった。   As a result of conducting a normal tensile strength test on the lace member 12, the tensile strength per one lace member 12 was 1000 Newtons (N) or more. Therefore, the tensile strength was 1000 N / 1 bag or more, assuming that one bag of the sandbag 10 for railroad floor ballast of this example.

次に、図4を参照しつつ、本実施例の鉄道道床バラスト用土のう袋10を用いた鉄道線路切換工事時の道床置換工法を説明する。   Next, with reference to FIG. 4, a roadbed replacement method at the time of railway track switching work using the sandbag 10 for railroad floor ballast of the present embodiment will be described.

本実施例の鉄道道床バラスト用土のう袋10は、上記のような構成により、従来の土のう袋よりも非常に高い強度を有している。このため、図4(A)に示すように、バラスト(砂利や砕石)を詰めて口を結束してバラスト入り土のう115とした場合、振動コンパクタ321での転圧を十分に行っても、破損することはない、という利点を有している。   The railroad bag for railroad floor ballast 10 of the present embodiment has a strength that is much higher than that of a conventional sandbag due to the configuration described above. For this reason, as shown in FIG. 4A, when ballast (gravel or crushed stone) is packed and the mouth is bundled to form a sandbag 115 containing ballast, even if the compaction with the vibration compactor 321 is sufficiently performed, it is damaged. It has the advantage that it does not.

また、本実施例の鉄道道床バラスト用土のう袋10においては、口紐部材12の強度が1000N/1袋以上と、非常に強い。1000Nは、キログラム単位に換算すると、約100キログラム重である。バラスト入り土のうの重量は、平均して約30キログラム程度である。したがって、本実施例の鉄道道床バラスト用土のう袋10を用いたバラスト入り土のう115の場合には、図4(B)に示すように、バラスト入り土のう115の結束された口紐部材12の残部により略環状の吊上環部40を形成しておき、線路切換時のバラスト入り土のう115のてっ去時には、例えば3個のバラスト入り土のう115の吊上環部40を鋼ワイヤー120で連結し、建設工事機械130(ブルドーザ、ショベル、クレーンなど)により、これら複数のバラスト入り土のう115を同時に吊り上げてっ去することができ、従来の人力てっ去の場合よりも大幅な作業時間短縮が可能となる。   Moreover, in the sandbag 10 for railroad floor ballast of a present Example, the intensity | strength of the mouth strap member 12 is very strong with 1000N / 1 bag or more. 1000N is about 100 kilogram weight when converted to kilogram unit. The weight of the sandbag with ballast is about 30 kilograms on average. Therefore, in the case of the sandbag 115 containing ballast using the sandbag 10 for the railroad floor ballast of this embodiment, as shown in FIG. 4B, the balance of the mouthpiece member 12 bound to the ballast-containing sandbag 115 is used. A substantially ring-shaped lifting ring portion 40 is formed, and when the ballast-filled sandbag 115 is removed at the time of switching the track, for example, the three ring-shaped sandbag 115 suspension rings 40 are connected by a steel wire 120 to perform construction work. The machines 130 (bulldozers, excavators, cranes, etc.) can lift and remove the plurality of ballasts 115 containing ballast at the same time, and the working time can be greatly reduced compared to the case of conventional manual removal.

なお、本発明は、上記実施例に限定されるものではない。上記実施例は、例示であり、本発明の特許請求の範囲に記載された技術的思想と実質的に同一な構成を有し、同様な作用効果を奏するものは、いかなるものであっても本発明の技術的範囲に包含される。   In addition, this invention is not limited to the said Example. The above-described embodiment is an exemplification, and the present invention has the same configuration as the technical idea described in the claims of the present invention, and any device that exhibits the same function and effect is the present embodiment. It is included in the technical scope of the invention.

例えば、上記の鉄道道床バラスト用土のう袋10の製造方法以外の順序で、折り加工、縫製加工を行ってもよい。   For example, the folding process and the sewing process may be performed in an order other than the manufacturing method of the rail bag 10 for railroad floor ballast.

また、織布部材は、X1方向(水平左右方向)の2.54センチメートルの長さの部分の織り密度は16本以上でもよく、Y1方向(鉛直上下方向)の2.54センチメートルの長さの部分の織り密度は16本以上でもよい。   Further, the woven fabric member may have a weaving density of 2.54 centimeters in the X1 direction (horizontal left-right direction) or more, and the woven fabric member may have a length of 2.54 centimeters in the Y1 direction (vertical vertical direction). The weave density of the portion may be 16 or more.

また、複数の合成繊維部材を平板状に束ねた第1ヒモ状素材を三重以上に重ねて縦糸部材とし、複数の合成繊維部材を平板状に束ねた第2ヒモ状素材を三重以上に重ねて横糸部材とし、この縦糸部材と横糸部材3、互い違いとなるようにして織ることにより、織布部材を作製するようにしてもよい。   In addition, the first string-like material in which a plurality of synthetic fiber members are bundled in a flat plate shape is stacked in a triple layer or more to form a warp member, and the second string material in which a plurality of synthetic fiber members are bundled in a plate shape is stacked in three or more layers. You may make it produce a woven fabric member by making it a weft member and weaving so that this warp member and the weft member 3 may become alternate.

また、縦糸部材を構成する第1ヒモ状素材の素材である合成繊維部材をポリプロピレン繊維とし、横糸部材を構成する第2ヒモ状素材の素材である合成繊維部材をポリエチレン繊維としてもよい。あるいは、縦糸部材を構成する第1ヒモ状素材の素材である合成繊維部材をポリプロピレン繊維とし、横糸部材を構成する第2ヒモ状素材の素材である合成繊維部材をポリプロピレン繊維としてもよい。これは、土のう袋は、鉛直上下方向に吊り上げられることが多く、縦糸部材の強度がより高いことが求められ、ポリエチレン繊維よりもポリプロピレン繊維の方が強度が高いからである。ただし、購入価格としては、ポリプロピレン繊維よりもポリエチレン繊維の方が安価であり、上記した第1実施例の場合は、強度、コストともに最適である、と考えられる。   Further, the synthetic fiber member that is the material of the first string-like material constituting the warp member may be polypropylene fiber, and the synthetic fiber member that is the material of the second string-like material constituting the weft member may be polyethylene fiber. Alternatively, the synthetic fiber member that is a material of the first string-like material constituting the warp member may be polypropylene fiber, and the synthetic fiber member that is the material of the second string-like material constituting the weft member may be polypropylene fiber. This is because sandbags are often lifted vertically in the vertical direction, and warp members are required to have higher strength, and polypropylene fibers have higher strength than polyethylene fibers. However, as a purchase price, polyethylene fiber is cheaper than polypropylene fiber, and in the case of the first embodiment described above, it is considered that both strength and cost are optimal.

また、口紐部材は、複数の合成繊維部材を束ねた第3ヒモ状素材を、4本以上、ロープ状に撚り合わせて作製してもよい。   In addition, the lace member may be produced by twisting four or more third string-like materials in which a plurality of synthetic fiber members are bundled into a rope shape.

また、撚り合わせて口紐部材を構成する第3ヒモ状素材は、ポリエチレン繊維以外の他の合成繊維部材、例えばポリプロピレン繊維部材を用いてもよい。   In addition, the third string-like material that forms the mouth strap member by twisting may use a synthetic fiber member other than the polyethylene fiber, for example, a polypropylene fiber member.

本発明は、鉄道線路切換工事を行う鉄道事業や建設業等で実施可能であり、これらの産業で利用可能である。また、土のう袋を製造する製造業において製造することができ、これらの産業で利用可能である。   The present invention can be implemented in a railway business, a construction industry, or the like that performs railway track switching work, and can be used in these industries. Moreover, it can manufacture in the manufacturing industry which manufactures a sandbag, and can be utilized in these industries.

本発明の第1実施例である鉄道道床バラスト用土のう袋の全体構成を示す斜視図である。BRIEF DESCRIPTION OF THE DRAWINGS It is a perspective view which shows the whole structure of the sandbag for railroad floor ballasts which is 1st Example of this invention. 本発明の第1実施例の鉄道道床バラスト用土のう袋の製造方法を説明する図である。It is a figure explaining the manufacturing method of the sandbag for railroad floor ballasts of 1st Example of this invention. 本発明の第1実施例の鉄道道床バラスト用土のう袋の素材となる織布部材の構成を説明する図である。It is a figure explaining the structure of the woven fabric member used as the material of the sandbag for railroad floor ballasts of 1st Example of this invention. 本発明の第1実施例の鉄道道床バラスト用土のう袋を用いた鉄道線路切換工事時の道床置換工法を説明する図である。It is a figure explaining the roadbed replacement construction method at the time of railroad track change construction using the sandbag for railroad floor ballasts of the 1st example of the present invention. 従来の鉄道線路切換工事を説明する図である。It is a figure explaining the conventional railroad track switching construction. 従来の鉄道線路切換工事及び道床置換工法を説明する図である。It is a figure explaining the conventional railroad track switching construction and a roadbed replacement construction method. 従来の鉄道線路切換工事時の道床置換工法における問題点を説明する図である。It is a figure explaining the problem in the roadbed replacement construction method at the time of the conventional railway track change construction.

符号の説明Explanation of symbols

10 鉄道道床バラスト用土のう袋
11 袋体
11a 上部開口
12 口紐部材
12a〜12c 第3ヒモ状部材
13 織布部材
13a 表部
13a1 上縁
13a2 側縁
13a3 底縁
13b 裏部
13b1 上縁
13b2 側縁
13b3 底縁
13c 折線
14 上縁
15 縫糸部材
16 口紐空間
18 側部
19 縫糸部材
20 底部
21 縫糸部材
31 縦糸部材
32 横糸部材
33、34 第1ヒモ状部材
35、36 第2ヒモ状部材
40 吊上環部
73 織布部材
81 縦糸部材
82 横糸部材
115 バラスト入り土のう
120 鋼ワイヤー
130 建設機械
301〜303 鉄道線路
304 河川
305〜307 橋梁
308〜311 切換点
315 バラスト入り土のう
320 作業員
321振動コンパクタ
B1〜B4 折り曲げ加工
DESCRIPTION OF SYMBOLS 10 Railroad floor ballast sandbag 11 Bag body 11a Upper opening 12 Tie member 12a-12c 3rd string member 13 Woven fabric member 13a Front part 13a1 Upper edge 13a2 Side edge 13a3 Bottom edge 13b Back part 13b1 Upper edge 13b2 Side edge 13b3 Bottom edge 13c Folding line 14 Upper edge 15 Sewing member 16 Closure space 18 Side portion 19 Sewing member 20 Bottom 21 Sewing member 31 Warp member 32 Weft member 33, 34 First string member 35, 36 Second string member 40 Suspended Upper ring portion 73 Woven fabric member 81 Warp yarn member 82 Weft member 115 Ballasted clay 120 Steel wire 130 Construction machine 301-303 Railroad track 304 River 305-307 Bridge 308-311 Switching point 315 Ballasted clay 320 Worker 321 Vibration compactor B1- B4 Bending process

Claims (3)

複数の合成繊維部材を平板状に束ねた糸としての第1ヒモ状素材を二重に別々に重ねてなる縦糸部材と、複数の合成繊維部材を平板状に束ねた糸としての第2ヒモ状素材を二重に別々に重ねてなる横糸部材とが互い違いとなるようにして二重織りした織布部材を略長方形状に作成したものを略中央で折り、側部に相当する箇所の2枚の前記織布部材を縫糸部材で縫い合わせるとともに、底部に相当する箇所の2枚の前記織布部材を縫糸部材で縫い合わせて上部が開口した袋体とし、複数の合成繊維部材を束ねた第3ヒモ状素材を複数本ロープ状に撚り合わせてなり前記袋体の上部開口を絞って袋を閉塞するための口紐部材を、前記袋体の上部開口の上縁の内側に配置した状態で前記上縁を内側に折り込み縫糸部材で縫い合わせて形成した口紐空間内に配置し、前記織布部材の引張り強度がJIS L 1096−1999に定める試験方法で1000N/5cm以上で、前記口紐部材の引張り強度がJIS L 1096−1999に定める試験方法で1000N/1本以上で、かつ、前記縫い目の引張り強度がJIS L 1096−1999に定める試験方法で1000N/1袋以上となるように構成したことを特徴とする鉄道道床バラスト用土のう袋。 A plurality of synthetic fiber members warp member comprising a first string-like material as a yarn bundle in a plate shape overlapping separately double, second string-like multiple synthetic fiber members as yarn bundle tabular Folded woven fabric members made in a substantially rectangular shape so that the weft members made of two separate layers of material are staggered, folded in a substantially rectangular shape, and two pieces corresponding to the sides The woven fabric member is stitched together with a sewing thread member, and the two woven fabric members corresponding to the bottom portion are sewn together with the sewing thread member to form a bag body having an open top, and a third string in which a plurality of synthetic fiber members are bundled In the state where the lace member for squeezing the upper opening of the bag body to close the bag by twisting a plurality of strip-like materials into a rope shape is arranged inside the upper edge of the upper opening of the bag body A lanyard formed by folding the edge inward and stitching together with a thread member The tensile strength of the woven fabric member is 1000 N / 5 cm or more according to a test method defined in JIS L 1096-1999, and the tensile strength of the mouth strap member is 1000 N / in according to a test method defined in JIS L 1096-1999. A sandbag for railroad floor ballast characterized in that it has one or more and the tensile strength of the seam is 1000 N / 1 bags or more by the test method defined in JIS L 1096-1999. 鉄道線路切換工事に、切換前に準備作業として、切換箇所付近の旧線と新線の道床バラストを、あらかじめ土のう袋に砕石を詰めて口紐部材を結束したバラスト入り土のうに置換しておき、切換時には、前記バラスト入り土のうをてっ去し、レールとまくらぎからなる軌きょうを新線側に接続し、前記バラスト入り土のうからバラストを出して軌きょうの周囲に復旧する鉄道線路切換工事時の道床置換工法において、
前記土のう袋は、
複数の合成繊維部材を平板状に束ねた糸としての第1ヒモ状素材を二重に別々に重ねてなる縦糸部材と、複数の合成繊維部材を平板状に束ねた糸としての第2ヒモ状素材を二重に別々に重ねてなる横糸部材とが互い違いとなるようにして二重織りした織布部材を略長方形状に作成したものを略中央で折り、側部に相当する箇所の2枚の前記織布部材を縫糸部材で縫い合わせるとともに、底部に相当する箇所の2枚の前記織布部材を縫糸部材で縫い合わせて上部が開口した袋体とし、複数の合成繊維部材を束ねた第3ヒモ状素材を複数本ロープ状に撚り合わせてなり前記袋体の上部開口を絞って袋を閉塞するための口紐部材を、前記袋体の上部開口の上縁の内側に配置した状態で前記上縁を内側に折り込み縫糸部材で縫い合わせて形成した口紐空間内に配置し、前記織布部材の引張り強度がJIS L 1096−1999に定める試験方法で1000N/5cm以上で、前記口紐部材の引張り強度がJIS L 1096−1999に定める試験方法で1000N/1本以上で、かつ、前記縫い目の引張り強度がJIS L 1096−1999に定める試験方法で1000N/1袋以上となるように構成されること
を特徴とする鉄道線路切換工事時の道床置換工法。
For railroad track switching work, as preparatory work before switching, replace the old and new roadbed ballast near the switching point with a ballasted sandbag in which crushed stones are packed in a sandbag and the mouth strap members are bound together, At the time of switching, when the railway track is switched, the ballast containing the ballast is removed, the rail made of rails and sleepers is connected to the new line, and the ballast is removed from the ballasted soil and restored to the periphery of the rail. In the road bed replacement method of
The sandbag is
A plurality of synthetic fiber members warp member comprising a first string-like material as a yarn bundle in a plate shape overlapping separately double, second string-like multiple synthetic fiber members as yarn bundle tabular Folded woven fabric members made in a substantially rectangular shape so that the weft members made of two separate layers of material are staggered, folded in a substantially rectangular shape, and two pieces corresponding to the sides The woven fabric member is stitched together with a sewing thread member, and the two woven fabric members corresponding to the bottom portion are sewn together with the sewing thread member to form a bag body having an open top, and a third string in which a plurality of synthetic fiber members are bundled In the state where the lace member for squeezing the upper opening of the bag body to close the bag by twisting a plurality of strip-like materials into a rope shape is arranged inside the upper edge of the upper opening of the bag body A lanyard formed by folding the edge inward and stitching together with a thread member The tensile strength of the woven fabric member is 1000 N / 5 cm or more according to a test method defined in JIS L 1096-1999, and the tensile strength of the mouth strap member is 1000 N / in according to a test method defined in JIS L 1096-1999. A road bed replacement method at the time of railroad track switching construction, characterized in that it is configured so that one or more and the tensile strength of the seam is 1000 N / 1 bags or more by the test method defined in JIS L 1096-1999.
請求項記載の鉄道線路切換工事時の道床置換工法において、
前記バラスト入り土のうの結束された口紐部材の残部により略環状の吊上環部を形成しておき、前記線路切換時の前記バラスト入り土のうのてっ去時には、複数のバラスト入り土のうの吊上環部をワイヤーで連結し、建設工事機械により複数のバラスト入り土のうを同時に吊り上げてっ去すること
を特徴とする鉄道線路切換工事時の道床置換工法。
In the road bed replacement method at the time of railway track switching construction according to claim 2 ,
A substantially annular lifting ring portion is formed by the remaining portion of the mouth strap member bound to the ballast-containing clay, and when the ballast-containing soil is removed at the time of the line switching, a plurality of ballast-containing soil-lifting rings. A roadbed replacement method at the time of railroad track switching construction, in which a plurality of ballasts containing ballast are simultaneously lifted and removed by a construction machine.
JP2006001118A 2006-01-06 2006-01-06 Railbag for railroad ballast and roadbed replacement method when switching railway tracks Expired - Fee Related JP4829616B2 (en)

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