JP2000038705A - How to repair sleeper joints - Google Patents
How to repair sleeper jointsInfo
- Publication number
- JP2000038705A JP2000038705A JP10208085A JP20808598A JP2000038705A JP 2000038705 A JP2000038705 A JP 2000038705A JP 10208085 A JP10208085 A JP 10208085A JP 20808598 A JP20808598 A JP 20808598A JP 2000038705 A JP2000038705 A JP 2000038705A
- Authority
- JP
- Japan
- Prior art keywords
- adhesive
- sleeper
- joining member
- hole
- plug
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
Links
Landscapes
- Machines For Laying And Maintaining Railways (AREA)
Abstract
(57)【要約】
【課題】限られた作業時間内に、迅速、且つ、打ち直さ
れた接合部材の引抜強度が充分に発現し得る枕木の補修
方法を提供する。
【解決手段】レール4と、繊維強化樹脂発泡体からなる
枕木1とを、接合する接合部材2を引き抜くことにより
生じた引抜穴5に、硬化速度の速い接着剤6を注入し、
接着剤6が硬化する前に、上記引抜穴5中に繊維強化樹
脂発泡体からなる埋栓7を挿入し、接着剤6を硬化させ
ることにより、枕木1と、埋栓7とを接着剤6を介して
一体的に接合させた後、接合部材2の外径より小さい、
接合部材2導入用の下穴を穿設し、接合部材2を取り付
ける。
(57) [Summary] A method of repairing a sleeper capable of rapidly and sufficiently exhibiting the pull-out strength of a rejoined joining member within a limited working time is provided. An adhesive (6) having a high curing speed is injected into a drawing hole (5) formed by drawing out a joining member (2) for joining a rail (4) and a sleeper (1) made of a fiber-reinforced resin foam.
Before the adhesive 6 is cured, the plug 7 made of a fiber-reinforced resin foam is inserted into the drawing hole 5 and the adhesive 6 is cured, so that the sleeper 1 and the plug 7 are bonded to each other. After being joined together through the outer diameter of the joining member 2,
A pilot hole for introducing the joining member 2 is formed, and the joining member 2 is attached.
Description
【0001】[0001]
【発明の属する技術分野】本発明は、枕木の接合部の補
修方法に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for repairing a joint of a sleeper.
【0002】[0002]
【従来の技術】JR、私鉄等の軌道において、レールの
分軌部、橋粱部、及び踏切等で列車及び車両の通行時
に、列車及び車両荷重若しくは振動等により、レールと
枕木とを接合する接合部材(ネジ釘、犬釘等)が緩んだ
り抜けたりした場合には、接合部材を抜いた後に、所定
直径の穴を穿設し、該穿設穴と同径の円柱の埋栓を用
い、穿設穴に、該埋栓に接着剤を塗布してから埋め込ん
でいる。2. Description of the Related Art In a track of a JR, a private railway, or the like, a rail and a sleeper are joined by a train, a vehicle load, vibration, or the like when a train or a vehicle passes through a rail gauge, a bridge, a railroad crossing, or the like. When the joining member (screw nail, dog nail, etc.) is loosened or pulled out, after removing the joining member, a hole of a predetermined diameter is drilled, and a cylindrical plug having the same diameter as the drilled hole is used. An adhesive is applied to the plug before embedding in the perforated hole.
【0003】上記の方法によると埋栓を穿設穴に埋め込
む際に、せっかく塗布した接着剤がしごかれて、埋栓の
外周面と穿設穴の内壁面との間に接着剤を介在させるこ
とができず、所定の接着強度が得られないという問題が
あった。そこで、穿設穴の直径よりも外接円の直径が大
きく、かつ、内接円の直径が穿設穴の直径よりも小さい
断面多角形の埋栓を接着剤を介して穿設穴に埋め込む方
法が提案されている(特開平2−261101号公
報)。そして、上記の方法においては、通常、接着剤と
して2液型のエポキシ樹脂系接着剤が使用されている。According to the above-described method, when the plug is inserted into the drilled hole, the adhesive applied is laid down and an adhesive is interposed between the outer peripheral surface of the plug and the inner wall surface of the drilled hole. However, there has been a problem that a predetermined adhesive strength cannot be obtained. Therefore, a method of embedding a plug having a polygonal cross section, in which the diameter of the circumscribed circle is larger than the diameter of the drilled hole and the diameter of the inscribed circle is smaller than the diameter of the drilled hole, through an adhesive is used. Has been proposed (Japanese Patent Laid-Open No. 2-261101). In the above method, a two-pack type epoxy resin adhesive is usually used as the adhesive.
【0004】また、接合部材を抜いた穴に、予めウレタ
ン系樹脂を充填硬化させた後、所定所定直径の穴を穿設
し、接合部材を取り付ける方法も提案されている(特開
平9−125303号公報)。A method has also been proposed in which a hole from which a joining member is removed is filled and cured in advance with a urethane resin, then a hole having a predetermined diameter is formed, and the joining member is attached (Japanese Patent Laid-Open No. 9-125303). No.).
【0005】[0005]
【発明が解決しようとする課題】しかし、上記特開平2
−261101号公報記載の方法によると、2液型のエ
ポキシ樹脂系接着剤は一般に硬化時間が長く、また、接
合部材の取り替え作業は夜間に行われることが多く、特
に、冬季等の外気温が低下する場合には更に硬化時間が
長くなり、作業時間を長引かせたり、限られた作業時間
内に、上記エポキシ樹脂系接着剤が硬化せず、従って打
ち直された接合部材の引抜強度が充分に発現しないとい
う問題があった。However, Japanese Patent Application Laid-Open No.
According to the method described in Japanese Unexamined Patent Publication No. -261101, a two-part type epoxy resin adhesive generally has a long curing time, and replacement work of a joining member is often performed at night. If it decreases, the curing time is further increased, and the working time is prolonged, or the epoxy resin-based adhesive does not cure within the limited working time. However, there is a problem that it is not expressed.
【0006】また、特開平9−125303号公報の方
法によると、充填硬化させたウレタンが硬いため、引抜
穴から数mmずらせて下穴を再穿設する場合などに、穿
孔用ドリルの先が逃げて正確に穿孔することが難しいと
いう問題があった。Further, according to the method disclosed in Japanese Patent Application Laid-Open No. 9-125303, since the filled and hardened urethane is hard, the tip of the drill for drilling is required when the prepared hole is re-drilled several mm from the drawn hole. There is a problem that it is difficult to escape and accurately pierce.
【0007】本発明は、上記の課題を解決し、限られた
作業時間内に、迅速、且つ、打ち直された接合部材の引
抜強度が充分に発現し得る、枕木の接合部の補修方法を
提供することを目的とする。The present invention solves the above-mentioned problems, and provides a method for repairing a joint of a sleeper capable of quickly and sufficiently exhibiting the pull-out strength of a re-joined joint member within a limited working time. The purpose is to provide.
【0008】[0008]
【課題を解決するための手段】請求項1記載の枕木の接
合部の補修方法(以下、「本発明1」という)は、レー
ルと、繊維強化樹脂発泡体からなる枕木とを、接合する
接合部材を引き抜くことにより生じた引抜穴に、硬化速
度の速い接着剤を注入し、接着剤が硬化する前に、上記
引抜穴中に繊維強化樹脂発泡体からなる埋栓を挿入し、
接着剤を硬化させることにより、枕木と、埋栓とを接着
剤を介して一体的に接合させた後、接合部材の外径より
小さい、接合部材導入用の下穴を穿設し、接合部材を取
り付けるものである。According to a first aspect of the present invention, there is provided a method for repairing a joint of a sleeper (hereinafter referred to as "the present invention 1"), comprising joining a rail and a sleeper made of a fiber-reinforced resin foam. Injecting a fast curing adhesive into the extraction hole created by extracting the member, before the adhesive is cured, insert a plug made of fiber reinforced resin foam into the extraction hole,
After curing the adhesive, the sleeper and the plug are integrally joined via the adhesive, and then a pilot hole for joining member introduction, which is smaller than the outer diameter of the joining member, is formed. Is to be attached.
【0009】本発明1に使用される枕木の材質は特に限
定されないが、繊維強化樹脂発泡体が好ましく、さらに
好ましくはウレタンプレポリマーとガラス繊維とを混合
し、発泡硬化させたものが好ましい。The material of the sleeper used in the present invention 1 is not particularly limited, but is preferably a fiber-reinforced resin foam, more preferably a mixture obtained by mixing a urethane prepolymer and glass fiber and foam-hardening the mixture.
【0010】本発明1に使用される接合部材としては、
通常、枕木とレールとを固定するのに使用される接合部
材が使用でき、例えば、ネジ釘、犬釘、スクリューボル
トなどが挙げられる。[0010] The joining member used in the present invention 1 includes:
Usually, a joining member used for fixing the sleeper and the rail can be used, and examples thereof include a screw nail, a dog nail, and a screw bolt.
【0011】上記接合部材の材質は特に限定されない
が、繊維強化樹脂発泡体が好ましく、さらに好ましくは
ウレタンプレポリマーとガラス繊維とを混合し、発泡硬
化させたものが好ましい。なお、枕木と接合部材とは、
同一の材料であってもよいし、異なっていてもよい。The material of the joining member is not particularly limited, but is preferably a fiber-reinforced resin foam, more preferably a mixture obtained by mixing a urethane prepolymer and glass fiber and foam-curing the mixture. In addition, the sleeper and the joining member,
The same material or different materials may be used.
【0012】本発明1に使用される硬化速度の速い接着
剤としては、例えば、通過列車から次に通過する列車ま
でとか、最終列車通過後翌日の始発列車通過までといっ
た限られた時間内に実施されるレールの更新工事乃至補
修工事において、極く短時間で硬化が完了するものが好
ましく、具体的には、工事時の温度にもよるが、想定さ
れる温度(0〜20℃)において少なくとも10分以内
で硬化が完了し、枕木のネジ釘を抜き取った跡の穴の充
填硬化部分が接合部材の引抜強度を充分たらしめる硬化
状態を形成するものが好ましい。The adhesive having a high curing speed used in the present invention 1 may be used within a limited time, for example, from the passing train to the next passing train, or from the last train to the next train passing the next day. In the renewal work or repair work of the rails, it is preferable that the hardening be completed in an extremely short time. Specifically, although it depends on the temperature at the time of the work, at least at the assumed temperature (0 to 20 ° C.) It is preferable that the hardening is completed within 10 minutes, and the filled hardened portion of the hole at the mark where the screw nail of the sleeper is pulled out forms a hardened state that sufficiently improves the pull-out strength of the joining member.
【0013】上記接着剤は、上記性能を満足するもので
あれば特に限定させるものでなく、一液型硬化性ウレタ
ンプレポリマー、又は、主剤と硬化剤を二成分に分けた
二液型硬化性ウレタンプレポリマー、ポリエステルなど
が挙げられ、特に二液型硬化性ウレタンプレポリマーが
管理その他の面から好適に使用される。The above-mentioned adhesive is not particularly limited as long as it satisfies the above-mentioned properties. One-part curable urethane prepolymer, or two-part curable urethane prepolymer having a main component and a curing agent divided into two components is used. Examples thereof include urethane prepolymers and polyesters. In particular, two-part curable urethane prepolymers are suitably used from the viewpoint of management and other aspects.
【0014】上記二液型硬化性ウレタンプレポリマーと
しては、ポリイソシアネートとポリオールからなるもの
が好ましい。The two-part curable urethane prepolymer preferably comprises a polyisocyanate and a polyol.
【0015】本発明1の接着剤には、必要に応じて、水
及び二酸化炭素を吸着する吸着剤、充填剤、チクソ剤、
可塑剤、接着性付与剤、安定剤等、本発明の要旨を逸脱
せざる範囲において添加されてもよい。[0015] The adhesive of the present invention 1 may include an adsorbent for adsorbing water and carbon dioxide, a filler, a thixotropic agent,
Plasticizers, adhesion promoters, stabilizers and the like may be added in a range that does not depart from the gist of the present invention.
【0016】請求項2記載の枕木の接合部の補修方法
(以下、「本発明2」という)は、レールと、繊維強化
樹脂発泡体からなる枕木とを、接合する接合部材を引き
抜くことにより生じた引抜穴を拡径穿設した後、拡径さ
れた引抜穴に硬化速度の速い接着剤を注入し、接着剤が
硬化する前に、上記引抜穴中に繊維強化樹脂発泡体から
なる埋栓を挿入し、接着剤を硬化させることにより、枕
木と、埋栓とを接着剤を介して一体的に接合させた後、
接合部材の外径より小さい、接合部材導入用の下穴を穿
設し、接合部材を取り付けるものである。According to a second aspect of the present invention, there is provided a method for repairing a joint portion of a sleeper (hereinafter referred to as “the present invention 2”) by pulling out a joining member for joining a rail and a sleeper made of a fiber-reinforced resin foam. After the diameter of the drawn hole is increased, an adhesive with a high curing speed is injected into the expanded hole, and before the adhesive is hardened, an plug made of a fiber-reinforced resin foam is inserted into the drawn hole. After inserting and curing the adhesive, the sleeper and the plug are joined together via the adhesive,
A pilot hole for introducing the joining member, which is smaller than the outer diameter of the joining member, is formed, and the joining member is attached.
【0017】本発明2において拡径穿設された引抜穴の
大きさは、挿入される埋栓の外径が小さすぎると、枕木
の引抜穴内面に付着した水分が残存して、接着剤の硬化
を阻害し、さらに接着剤が発泡してしまうことがあり、
一方、大きすぎると、必要とする接着剤の量が多くなり
コスト高につながるので、埋栓の外径より5〜20%大
きいことが好ましい。According to the second aspect of the present invention, if the outer diameter of the plug to be inserted is too small, the moisture adhered to the inner surface of the pull-out hole remains, and the size of the adhesive is reduced. Inhibiting curing, the adhesive may foam,
On the other hand, if the size is too large, the amount of the adhesive required increases, leading to an increase in cost.
【0018】本発明2において使用される接着剤は、拡
径穿設穴内壁と埋栓とを接着できるものであれば特に限
定されず、本発明1と同様のものが使用できる。The adhesive used in the present invention 2 is not particularly limited as long as it can bond the inner wall of the enlarged diameter drilling hole and the plug, and the same adhesive as that of the present invention 1 can be used.
【0019】(作用)本発明1の枕木の接合部の補修方
法は、レールと、繊維強化樹脂発泡体からなる枕木と
を、接合する接合部材を引き抜くことにより生じた引抜
穴に、接着剤を注入し、接着剤が硬化する前に上記引抜
穴中に繊維強化樹脂発泡体からなる埋栓を挿入し、接着
剤を硬化させることにより、枕木と埋栓とを接着剤を介
して一体的に接合させた後、接合部材の外径より小さ
い、接合部材導入用の下穴を穿設し、接合部材を取り付
けるものであるから、接着剤の硬化速度が速いため、限
られた作業時間内に、迅速に接着剤を硬化し、且つ、枕
木の接合部材を抜き取った跡の穴が、打ち直された接合
部材が充分な引抜強度を発現し得る程度に補修されるの
で、枕木の接合部の補修工事が極く短時間で行うことが
できる。(Function) In the method for repairing a joint of a sleeper according to the first aspect of the present invention, an adhesive is applied to a hole formed by extracting a joining member for joining a rail and a sleeper made of a fiber-reinforced resin foam. Inject and insert an embedding made of fiber reinforced resin foam into the drawing hole before the adhesive hardens, and by hardening the adhesive, the sleeper and the embedding are integrated through the adhesive. After joining, a pilot hole for joining member introduction, which is smaller than the outer diameter of the joining member, is drilled and the joining member is attached, so the curing speed of the adhesive is fast, so within a limited working time The holes in the traces from which the adhesive was quickly cured and the sleeper joint members were removed are repaired to such an extent that the rejoined joint members can exhibit sufficient pull-out strength. Repair work can be performed in a very short time.
【0020】本発明2の枕木の接合部の補修方法は、レ
ールと、繊維強化樹脂発泡体からなる枕木とを、接合す
る接合部材を引き抜くことにより生じた引抜穴を拡径穿
設した後、拡径された引抜穴に硬化速度の速い接着剤を
注入し、接着剤が硬化する前に、上記引抜穴中に繊維強
化樹脂発泡体からなる埋栓を挿入し、接着剤を硬化させ
ることにより、枕木と、埋栓とを接着剤を介して一体的
に接合させた後、接合部材の外径より小さい、接合部材
導入用の下穴を穿設し、接合部材を取り付けるものであ
るから、引抜穴中の水分の影響により、接着剤の硬化を
阻害したり、接着剤が発泡してしまうことがない。The method for repairing a joint of a sleeper according to the second aspect of the present invention is a method of repairing a joint between a rail and a sleeper made of a fiber-reinforced resin foam, by expanding a drawing hole formed by extracting a joining member for joining the rail and the sleeper. By injecting an adhesive having a high curing speed into the expanded drawing hole, and before the adhesive is cured, inserting a plug made of a fiber-reinforced resin foam into the drawing hole and curing the adhesive. Since the sleeper and the plug are integrally joined via an adhesive, a pilot hole for joining member introduction smaller than the outer diameter of the joining member is formed, and the joining member is attached. Due to the influence of moisture in the drawing hole, the curing of the adhesive is not inhibited, and the adhesive does not foam.
【0021】[0021]
【発明の実施の形態】以下に、本発明1の実施の形態を
図面を参照しつつを更に詳しく説明する。Embodiments of the present invention will be described below in more detail with reference to the drawings.
【0022】図1は、鉄道レール更新のためにネジ釘2
を枕木1より抜き取り、タイプレート3及びレール4を
取り外す作業を、一部切欠断面で示す説明図であり、ネ
ジ釘2(M22×144mm)が枕木1から抜き取られ
た引抜穴5が形成される。FIG. 1 shows a screw nail 2 for renewing a railway rail.
FIG. 5 is an explanatory view showing a work of removing the tie plate 3 and the rail 4 from the sleeper 1 by partially cutting out a cross section, in which a screw hole 2 (M22 × 144 mm) is removed from the sleeper 1 to form a drawing hole 5. .
【0023】次いで、上記引抜穴5に、図2に示すよう
に引抜穴5を充満させるのに不充分な量(引抜穴5を略
1/2程度充填)の、ウレタンプレポリマー6を注入す
る。Next, as shown in FIG. 2, an insufficient amount of the urethane prepolymer 6 is filled into the drawing hole 5 to fill the drawing hole 5 (about half of the drawing hole 5 is filled). .
【0024】さらに、図3に示すように、図2に示すウ
レタンプレポリマー6の充填作業が完了し、上記ウレタ
ンプレポリマー6が硬化する前に、繊維強化ウレタン樹
脂発泡体からなる埋栓7(図6参照)を埋め込む。この
際、枕木1の表面よりはみ出したウレタンプレポリマー
61を、硬化後に、サンダー(鑿、手斧などでもよい)
により、平滑に削りあげる。Further, as shown in FIG. 3, before the filling operation of the urethane prepolymer 6 shown in FIG. 2 is completed and before the urethane prepolymer 6 is cured, the plug 7 (formed of a fiber-reinforced urethane resin foam) is formed. (See FIG. 6). At this time, after the urethane prepolymer 61 protruding from the surface of the sleeper 1 is cured, it is sanded (a chisel, a hatchet, or the like).
, So that it is smoothed out.
【0025】そして、図4に示すように、ネジ釘2がタ
イプレート3を介してレール4を充分な強度で枕木1に
締結し得る状態になった後、ネジ釘下穴51をドリル等
の穿孔機52を用いて穿設し、ネジ釘2を取り付ける。Then, as shown in FIG. 4, after the screw nail 2 is in a state where the rail 4 can be fastened to the sleeper 1 with sufficient strength via the tie plate 3, the screw nail pilot hole 51 is drilled or the like. It is pierced using a piercing machine 52, and the screw nail 2 is attached.
【0026】なお、本発明2は引抜穴5を予め拡径する
こと以外は本発明1と同様であるので、図6に、本発明
1と略均等な部位には同じ符号を付して説明を省略す
る。Since the present invention 2 is the same as the present invention 1 except that the diameter of the drawing hole 5 is expanded in advance, in FIG. Is omitted.
【0027】[0027]
【実施例】(実施例1)予め枕木1(材質:積水化学社
製、商品名「FFU」)に直径18mm、深さ120m
mの穴を穿設し、ネジ釘2(M22×144mm)をね
じ込んだ後、ネジ釘2を取り外して、穴の内面を清掃し
たものを引抜穴5とした。一方で、25℃における粘度
が590cPのポリプロピレングリコールを主成分とす
るA液100重量部に対して、25℃における粘度が1
80cPのポリイソシアネートよりなるB液100重量
部とからなる2液型ウレタンプレポリマー6を得た。EXAMPLES Example 1 A sleeper 1 (material: manufactured by Sekisui Chemical Co., trade name "FFU") was previously 18 mm in diameter and 120 m in depth.
After a hole of m was drilled and a screw nail 2 (M22 × 144 mm) was screwed in, the screw nail 2 was removed and the inside of the hole was cleaned to form a drawing hole 5. On the other hand, the viscosity at 25 ° C. is 1 part by weight with respect to 100 parts by weight of the liquid A having a viscosity of 590 cP at 25 ° C. as a main component.
A two-part urethane prepolymer 6 comprising 100 parts by weight of a liquid B comprising 80 cP polyisocyanate was obtained.
【0028】以下、図1〜図4の工程に従い、上記ウレ
タンプレポリマーを引抜穴5に略1/2程度注入した
後、図6(A)タイプ(L=110mm、D1 =21m
m、D 2 =18mm、材質:積水化学社製、商品名「F
FU」)の埋栓7を埋め込み、ウレタンプレポリマーを
硬化させ、引抜穴5と埋栓7とを一体的に接合させ、ネ
ジ釘下穴51(直径19mm、深さ120mm)を、元
のネジ釘下穴と同じ位置に穿設し、ネジ釘2を取り付け
た。Hereinafter, according to the steps shown in FIGS.
About 1/2 of the tamprepolymer was injected into the drawing hole 5.
Later, FIG. 6A type (L = 110 mm, D1= 21m
m, D Two= 18mm, Material: Sekisui Chemical Co., Ltd., trade name "F
FU ”) and plug urethane prepolymer
After being cured, the extraction hole 5 and the plug 7 are integrally joined,
The hole 51 (diameter 19mm, depth 120mm)
Drilled in the same position as the screw hole of the screw, and attach the screw 2
Was.
【0029】(実施例2)ネジ釘下穴51を元のネジ釘
下穴の中心から2.5mm離れた位置に設けたこと以外
は、実施例1と同様にしてネジ釘2を取り付けた。(Example 2) The screw nail 2 was attached in the same manner as in Example 1 except that the screw hole 51 was provided at a position 2.5 mm away from the center of the original screw hole.
【0030】(実施例3)ネジ釘下穴51を元のネジ釘
下穴の中心から5mm離れた位置に設けたこと以外は、
実施例1と同様にしてネジ釘2を取り付けた。(Example 3) Except that the screw hole 51 is provided at a position 5 mm away from the center of the original screw hole,
The screw nail 2 was attached in the same manner as in Example 1.
【0031】(実施例4)引抜穴を予め直径25mm、
深さ130mmに拡径穿設したこと以外は、実施例1と
同様にしてネジ釘2を取り付けた。(Embodiment 4) A drawing hole was previously formed with a diameter of 25 mm.
The screw nail 2 was attached in the same manner as in Example 1 except that the diameter was increased to 130 mm.
【0032】(比較例1)埋栓7を用いずに、ウレタン
プレポリマー6を引抜穴に充満させたこと以外は、実施
例1と同様にしてネジ釘2を取り付けた。(Comparative Example 1) The screw nail 2 was attached in the same manner as in Example 1 except that the drawing hole was filled with the urethane prepolymer 6 without using the plug 7.
【0033】(比較例2)引抜穴にグリースを塗布した
後、水を注入し、紙ウェスで水を拭き取った後、埋栓7
を用いずに、ウレタンプレポリマー6を引抜穴に充満さ
せたこと以外は、実施例1と同様にしてネジ釘2を取り
付けた。(Comparative Example 2) After grease was applied to the drawing hole, water was injected, and water was wiped off with a paper waste cloth.
The screw nail 2 was attached in the same manner as in Example 1 except that the drawing hole was filled with the urethane prepolymer 6 without using.
【0034】(比較例3)引抜穴を予め直径25mm、
深さ130mmに拡径穿設し、グリースを塗布した後、
水を注入し、紙ウェスで水を拭き取った後、埋栓7を用
いずに、ウレタンプレポリマー6を引抜穴に充満させた
こと以外は、実施例1と同様にしてネジ釘2を取り付け
た。(Comparative Example 3) A drawing hole was previously formed with a diameter of 25 mm.
After drilling a diameter of 130 mm and applying grease,
After injecting water and wiping off the water with a paper waste cloth, the screw nail 2 was attached in the same manner as in Example 1 except that the drawing hole was filled with the urethane prepolymer 6 without using the plug 7. .
【0035】評価方法 引抜強度 上記のようにして得られたネジ釘2付き枕木の引抜強度
を、載荷速度5mm/minにて測定した。 繰り返し疲労試験 上記のようにして得られたネジ釘2付き枕木のネジ釘2
頭部と枕木1との間に13±12.5kNの繰り返し荷
重(5Hz)を加え、破断するまでの回数を求めた。以
上の結果を表1に纏めて示した。 Evaluation method Pull-out strength The pull-out strength of the sleeper with the screw 2 obtained as described above was measured at a loading speed of 5 mm / min. Repeated fatigue test Screw nail 2 with screw nail 2 obtained as described above
A repetitive load (5 Hz) of 13 ± 12.5 kN was applied between the head and the sleeper 1, and the number of times to break was determined. The above results are summarized in Table 1.
【0036】[0036]
【表1】 [Table 1]
【0037】[0037]
【発明の効果】本発明1の枕木の接合部の補修方法は、
叙上の如く構成されているので、限られた作業時間内
に、迅速、且つ、打ち直された接合部材の引抜強度が充
分なものとなる。According to the present invention, the method of repairing the joint of the sleeper according to the first invention is as follows.
Since it is configured as described above, within a limited working time, the joint member that has been quickly and re-strengthed has sufficient pull-out strength.
【0038】本発明2の枕木の接合部の補修方法は、叙
上の如く構成されているので、接着剤の硬化を阻害した
り、接着剤が発泡してしまうことがない。Since the method for repairing the joint of the sleeper according to the second aspect of the present invention is configured as described above, it does not hinder the curing of the adhesive or foam the adhesive.
【図1】枕木に打ち込まれたレール締結用ネジ釘2本の
中心軸で形成される平面で切断した鉄道軌道の断面図で
ある。FIG. 1 is a cross-sectional view of a railway track cut along a plane formed by the center axes of two rail fastening screws nailed into a sleeper.
【図2】図1において、ネジ釘を抜き取り、タイプレー
ト及びレールを取り外した状態及びネジ釘を抜き取った
跡の引抜穴にウレタンプレポリマーを充填した状態を図
1と同一断面にて示す枕木の部分拡大断面図である。FIG. 2 is a cross-sectional view showing the same cross section as FIG. 1 in which a screw nail is removed, a tie plate and a rail are removed, and a drawing hole in a trace where the screw nail is removed is filled with a urethane prepolymer. It is a partial expanded sectional view.
【図3】図2において、ウレタンプレポリマーを充填
し、埋栓を埋め込んだ状態を図1と同一断面にて示す枕
木の部分拡大断面図である。FIG. 3 is a partially enlarged cross-sectional view showing the state in which the urethane prepolymer is filled and the plug is embedded in FIG. 2 in the same cross section as FIG.
【図4】図3において、新たにネジ釘下穴が穿設された
枕木にタイプレート及びレールを取り付け、ネジ釘で締
結している状態を図1と同一断面にて示す枕木の断面図
である。FIG. 4 is a cross-sectional view showing the state in which a tie plate and a rail are attached to a sleeper in which a new screw hole has been newly drilled and fastened with a screw nail in the same cross section as FIG. 1 in FIG. 3; is there.
【図5】本発明2において、拡径穿設された穴にネジ釘
を締結する状態を示す断面図である。FIG. 5 is a cross-sectional view showing a state in which a screw nail is fastened to a hole formed with an enlarged diameter according to the second embodiment of the present invention.
【図6】本発明1及び2において使用される埋栓の形状
の例を示し、(a)はその上面図、(b)はその正面図
である。FIG. 6 shows an example of the shape of the plug used in the present inventions 1 and 2, (a) is a top view thereof, and (b) is a front view thereof.
1 枕木 2 ネジ釘 4 レール 5 引抜穴 51ネジ釘下穴 6 接着剤(ウレタン系樹脂) 7 埋栓 Reference Signs List 1 sleeper 2 screw nail 4 rail 5 pull-out hole 51 screw nail pilot hole 6 adhesive (urethane resin) 7 plug
Claims (2)
枕木とを、接合する接合部材を引き抜くことにより生じ
た引抜穴に、硬化速度の速い接着剤を注入し、接着剤が
硬化する前に、上記引抜穴中に繊維強化樹脂発泡体から
なる埋栓を挿入し、接着剤を硬化させることにより、枕
木と、埋栓とを接着剤を介して一体的に接合させた後、
接合部材の外径より小さい、接合部材導入用の下穴を穿
設し、接合部材を取り付けることを特徴とする枕木の接
合部の補修方法。An adhesive having a high curing speed is injected into a drawing hole formed by extracting a joining member for joining a rail and a sleeper made of a fiber-reinforced resin foam, and before the adhesive is cured. After inserting the plug made of the fiber reinforced resin foam into the drawing hole and curing the adhesive, the sleeper and the plug are integrally joined via the adhesive,
A method for repairing a joint of a sleeper, comprising: drilling a pilot hole for introducing a joining member, which is smaller than the outer diameter of the joining member, and attaching the joining member.
枕木とを、接合する接合部材を引き抜くことにより生じ
た引抜穴を拡径穿設した後、拡径された引抜穴に硬化速
度の速い接着剤を注入し、接着剤が硬化する前に、上記
引抜穴中に繊維強化樹脂発泡体からなる埋栓を挿入し、
接着剤を硬化させることにより、枕木と、埋栓とを接着
剤を介して一体的に接合させた後、接合部材の外径より
小さい、接合部材導入用の下穴を穿設し、接合部材を取
り付けることを特徴とする枕木の接合部の補修方法。2. A hardening speed is high in a drawn hole formed by drawing a joining member for joining a rail and a sleeper made of a fiber-reinforced resin foam by drawing a joining member. Inject the adhesive, before the adhesive hardens, insert a plug made of fiber reinforced resin foam into the draw hole,
After curing the adhesive, the sleeper and the plug are integrally joined via the adhesive, and then a pilot hole for joining member introduction, which is smaller than the outer diameter of the joining member, is formed. A method for repairing a joint of a sleeper, comprising attaching a tie.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP10208085A JP2000038705A (en) | 1998-07-23 | 1998-07-23 | How to repair sleeper joints |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP10208085A JP2000038705A (en) | 1998-07-23 | 1998-07-23 | How to repair sleeper joints |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JP2000038705A true JP2000038705A (en) | 2000-02-08 |
Family
ID=16550400
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP10208085A Pending JP2000038705A (en) | 1998-07-23 | 1998-07-23 | How to repair sleeper joints |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP2000038705A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2003293302A (en) * | 2002-03-29 | 2003-10-15 | Central Japan Railway Co | How to re-adjust the dog nail or screw nail to the sleeper |
| JP2004027546A (en) * | 2002-06-24 | 2004-01-29 | Aren:Kk | Repairing method for screw spike fastening hole |
| JP2018096140A (en) * | 2016-12-14 | 2018-06-21 | 積水化学工業株式会社 | Sleeper repair method and sleeper repair structure |
-
1998
- 1998-07-23 JP JP10208085A patent/JP2000038705A/en active Pending
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2003293302A (en) * | 2002-03-29 | 2003-10-15 | Central Japan Railway Co | How to re-adjust the dog nail or screw nail to the sleeper |
| JP2004027546A (en) * | 2002-06-24 | 2004-01-29 | Aren:Kk | Repairing method for screw spike fastening hole |
| JP2018096140A (en) * | 2016-12-14 | 2018-06-21 | 積水化学工業株式会社 | Sleeper repair method and sleeper repair structure |
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