JP2933426B2 - Connection structure for synthetic sleepers - Google Patents
Connection structure for synthetic sleepersInfo
- Publication number
- JP2933426B2 JP2933426B2 JP26030491A JP26030491A JP2933426B2 JP 2933426 B2 JP2933426 B2 JP 2933426B2 JP 26030491 A JP26030491 A JP 26030491A JP 26030491 A JP26030491 A JP 26030491A JP 2933426 B2 JP2933426 B2 JP 2933426B2
- Authority
- JP
- Japan
- Prior art keywords
- sleeper
- joint
- taper
- synthetic
- adhesive
- 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.)
- Expired - Fee Related
Links
Landscapes
- Adhesives Or Adhesive Processes (AREA)
Description
【0001】[0001]
【産業上の利用分野】本発明は軌道の分岐部において使
用する合成枕木の接続構造に関するものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a connection structure for a composite sleeper used at a branch portion of a track.
【0002】[0002]
【従来の技術】鉄道においては、軌道上の車両を他の軌
道に分岐させるため、或いは他の軌道を交差させるため
に分岐部を設けている。2. Description of the Related Art In a railway, a branching portion is provided to branch a vehicle on a track to another track or to cross another track.
【0003】而るに、この分岐部に使用する枕木におい
ては、分岐部の種類(片開き分岐、両開き分岐、振り分
け分岐、乗り越し分岐、複分岐、3枝分岐、3線式分
岐、ダィヤモンドクロッシング、シ−サ−スクロッシン
グ等)に応じ、6〜9mもの長さが必要とされる。[0003] In the sleeper used for the branch portion, the types of the branch portion (single-opening branch, double-opening branch, distribution branch, crossover branch, double branch, three-branch branch, three-wire branch, diamond) Crossing, scissor crossing, etc.), a length of 6 to 9 m is required.
【0004】しかし、過密市街地、高架線部、あるいは
防音壁等で囲まれた場所においては、上記6〜9mもの
長尺枕木を一体物で取り扱うと作業性の低下が余儀なく
され、特に、枕木の更新作業が至難となる。However, in an overcrowded urban area, an elevated section, or a place surrounded by a soundproof wall, if the above-mentioned long sleepers of 6 to 9 m are integrally treated, the workability is inevitably reduced. Update work becomes extremely difficult.
【0005】このため、接合枕木が使用され、分岐部の
両側からレ−ル下に枕木片を挿入し、この挿入した枕木
片を接合することが行われている。従来、この枕木片の
接合には、図7に示すように枕木片1',1'の先端部を
雌雄関係の段状11',12'に、所謂、片はぎ加工し、
これらの段部を重ね合わせ、この重合部をボルト・ナツ
ト2’,…(通常ボルトの本数は4本)で締結する構造
を使用している。[0005] For this reason, a joint sleeper is used, and a sleeper piece is inserted under the rail from both sides of the branch portion, and the inserted sleeper piece is joined. Conventionally, in joining the sleeper pieces, as shown in FIG. 7, the ends of the sleeper pieces 1 ′, 1 ′ are so-called half-cut processing into steps 11 ′, 12 ′ related to male and female.
A structure is used in which these steps are overlapped and the overlapped portion is fastened with bolts and nuts 2 ',... (Normally the number of bolts is four).
【0006】軌道の力学的状態については、近似的に
は、車両荷重が枕木を介して道床に等分布荷重として分
散されるとみなし得るから、枕木の中央箇所に作用する
曲げモ−メントは枕木が長尺になるほど大となり、上記
軌道分岐部の枕木の中央接続箇所に作用する曲げモ−メ
ントはその枕木全長が長いためにそれだけ大となる。従
って、分岐部の枕木の中央接続箇所には、大なる曲げ強
度を付与することが必要である。[0006] With regard to the dynamic state of the track, it can be approximately assumed that the vehicle load is distributed as an evenly distributed load on the track bed via the sleeper, and therefore, the bending moment acting on the center of the sleeper is the sleeper. Becomes larger as the length becomes longer, and the bending moment acting on the center connecting portion of the crossties of the track branching portions becomes larger because the overall length of the crossties is longer. Therefore, it is necessary to provide a large bending strength to the center connecting portion of the crossties of the branch portions.
【0007】[0007]
【発明が解決しようとする課題】近来、ブナ材枕木に代
え、長繊維で補強した熱硬化性樹脂発泡体の枕木(合成
枕木という)の使用が検討されている。Recently, the use of a thermosetting resin foam sleeper reinforced with long fibers (referred to as a synthetic sleeper) instead of a beech sleeper has been studied.
【0008】しかしながら、上記従来のブナ材長尺枕木
の接合構造を施用してこの合成枕木を接続しても、その
接続箇所の曲げ強度は枕木本来の曲げ強度の30%程度
にしかなし得ない。[0008] However, even if the composite sleeper is connected by applying the above-mentioned conventional beechwood long sleeper joint structure, the bending strength of the connection portion can be only about 30% of the original bending strength of the sleeper. .
【0009】而して、合成枕木の接続箇所に合成枕木本
来の曲げ強度の30%程度しか付与し得ない以上、分岐
部の枕木として従来のブナ材枕木に代えて合成枕木を使
用することは危険である。[0009] Since only about 30% of the original bending strength of the synthetic sleeper can be imparted to the connecting portion of the synthetic sleeper, it is not possible to use the synthetic sleeper instead of the conventional beechwood sleeper as the sleeper at the branch portion. It is a danger.
【0010】本発明の目的は合成枕木をその枕木本来の
曲げ強度の90%以上の曲げ強度で接続することを可能
にし、上記軌道分岐部の枕木として、従来のブナ材枕木
から合成枕木に置換することを可能にすることにある。[0010] An object of the present invention is to make it possible to connect a synthetic sleeper with a bending strength of 90% or more of the original bending strength of the sleeper, and to replace the conventional beechwood sleeper with a synthetic sleeper as the sleeper at the track branching section. Is to make it possible to
【0011】[0011]
【課題を解決するための手段】本発明の合成枕木の接続
構造は、長繊維で補強した樹脂製枕木を、略垂直面とテ
−パ−面を有する面において接着剤で接着したことを特
徴とするものであり、長繊維で補強した樹脂柱状体の端
部を略垂直な先端端面を有するテ−面に加工してなる枕
木用部材を先端端面において突合せ、これらの枕木用部
材のテ−パ−面間に、長繊維で補強した樹脂製であつ
て、前記テ−パ−面に適合するテ−パ−面を有する継手
を装填し、少なくとも枕木部材の先端端面間並びに枕木
部材のテ−パ−面と継手のテ−パ−面との間を接着剤で
接着した構成とすることができる。A connecting structure for a synthetic sleeper according to the present invention is characterized in that a resin sleeper reinforced with long fibers is bonded with an adhesive on a surface having a substantially vertical surface and a tapered surface. The end of the resin columnar body reinforced with long fibers is processed into a tapered face having a substantially vertical tip end face, butts at the tip end face, and the tapes of these sleeper members are tapered. A joint made of a resin reinforced with long fibers and having a taper surface conforming to the taper surface is loaded between the parting surfaces, and at least between the tip end faces of the sleeper member and the parting material of the sleeper member. A structure in which the gap between the paper surface and the tapered surface of the joint is adhered with an adhesive;
【0012】[0012]
【作用】テ−パ−接着面で接合部の曲げ引っ張り領域を
支承させ得、この接着面のテ−パ−角を小とすることに
よって接合部での長繊維の補強効果を効果的に発揮させ
得、接続部の曲げ強度を合成枕木本来の曲げ強度に匹敵
する(90%以上)強度にできる。従って、軌道分岐部
の枕木に合成枕木を使用しても、その枕木中央の接続箇
所に対して充分な曲げ強度を付与でき、分岐部の枕木を
従来のブナ材枕木から合成枕木に置換できる。The taper bonding surface can support the bending and pulling region of the joint, and the taper angle of the bonding surface is reduced to effectively exert the effect of reinforcing long fibers at the joint. The bending strength of the connection can be made to be comparable (90% or more) to the original bending strength of the synthetic sleeper. Therefore, even if a synthetic sleeper is used as the sleeper at the track branching portion, a sufficient bending strength can be imparted to the connection portion at the center of the sleeper, and the sleeper at the branching portion can be replaced with a synthetic sleeper from a conventional beechwood sleeper.
【0013】[0013]
【実施例】以下、図面により本発明の実施例を説明す
る。図1は本発明の実施例を示す斜視図である。Embodiments of the present invention will be described below with reference to the drawings. FIG. 1 is a perspective view showing an embodiment of the present invention.
【0014】図1において、1,1は合成枕木部材を示
し、垂直な先端端面12,12を有し、端部下面を互い
に雄雌関係のテ−パ−面111,112を加工してあ
る。このテ−パ−面の高さは、枕木厚みの略1/3にし
てある。3は接着剤であり、先端端面12,12間並び
にテ−パ−面111,112間を接着している。In FIG. 1, reference numerals 1, 1 denote synthetic sleepers, which have vertical tip end faces 12, 12, and tapered surfaces 111, 112 in a male-female relationship are formed on the lower end surfaces. . The height of the taper surface is set to approximately 1/3 of the thickness of the sleeper. Reference numeral 3 denotes an adhesive, which bonds between the end surfaces 12 and 12 and between the taper surfaces 111 and 112.
【0015】図2の(イ)は本発明の別実施例を示す斜
視図である。図2の(イ)において、1,1は合成枕木
部材を示し、端部下面をテ−パ−面11に加工し、垂直
な先端端面12を有している。このテ−パ−面の高さ
は、枕木厚みの略1/3にしてある。2は継手であり、
合成枕木部材1と同様の長繊維補強樹脂から成形され、
枕木部材1のテ−パ−面11に適合するテ-パ-面21を
有している。この継手2のテ−パ−面21と枕木部材1
のテ−パ−面11との間並びに枕木部材1,1の先端端
面12,12間を接着剤3で接着してある。FIG. 2A is a perspective view showing another embodiment of the present invention. In FIG. 2A, reference numerals 1 and 1 denote a composite sleeper member. The height of the taper surface is set to approximately 1/3 of the thickness of the sleeper. 2 is a joint,
Molded from the same long fiber reinforced resin as the synthetic sleeper member 1,
The sleeper member 1 has a tapered surface 21 that matches the tapered surface 11. The tapered surface 21 of this joint 2 and the sleeper member 1
The taper surface 11 and the end surfaces 12, 12 of the sleeper members 1, 1 are bonded with an adhesive 3.
【0016】上記の合成枕木部材1は、長手方向に向け
て埋設した長繊維で補強した熱硬化性樹脂発泡体から成
形してあり、密度は通常0.6〜1.0g/cm3であり、
補強長繊維の含有量は通常40〜60重量%である。長
繊維としては、無機質,有機質の何れをも使用できる
が、ガラス繊維を使用することが好ましい。熱硬化性樹
脂発泡体については熱硬化性で硬質の樹脂発泡体を成形
し得るものであれば、特に制限されることはないが、特
に、発泡性が付与された硬質ウレタン樹脂や硬質ポリエ
ステル樹脂が好ましい。The above-mentioned synthetic sleeper member 1 is formed from a thermosetting resin foam reinforced with long fibers buried in the longitudinal direction, and has a density of usually 0.6 to 1.0 g / cm 3 . ,
The content of the reinforcing long fiber is usually 40 to 60% by weight. As the long fiber, any of an inorganic material and an organic material can be used, but glass fiber is preferably used. The thermosetting resin foam is not particularly limited as long as the thermosetting resin foam can be molded into a hard resin foam, but in particular, a hard urethane resin or a hard polyester resin to which foamability is imparted. Is preferred.
【0017】上記の接着剤3には、エポキシ樹脂を使用
することが好ましい。本発明によって接続した合成枕木
は、分岐部の枕木として使用する。その接続作業は、分
岐部の現場で行う。例えば、図2の(イ)に示す実施例
の場合、合成枕木部材を軌道の各側部から分岐器の直下
に挿入し、各合成枕木部材の先端端面並びにテ-パ-面に
接着剤を塗布し、次いで、枕木用部材を先端端面におい
て突合せ、これらの枕木用部材のテ−パ−面間に継手を
装填し、この継手をホルダ−で抱支し、この状態で接着
剤を硬化させ、接着剤の硬化後にホルダ−を取外し、こ
れにて、作業を終了する。It is preferable to use an epoxy resin for the adhesive 3. The composite sleeper connected according to the invention is used as a sleeper in a branch. The connection work is performed at the branch site. For example, in the case of the embodiment shown in FIG. 2A, a synthetic sleeper member is inserted from each side of the track immediately below the turnout, and an adhesive is applied to the tip end surface and the taper surface of each synthetic sleeper member. Then, the sleeper members are butted at the tip end face, a joint is loaded between the taper surfaces of these sleeper members, the joint is supported by a holder, and the adhesive is cured in this state. After the adhesive is hardened, the holder is removed, and the operation is completed.
【0018】上記ホルダ−には、例えば、図5の(イ)
並びに(ロ)〔図5(イ)のロ−ロ断面図〕に示すよう
に、接合部の上下面に押板4,4、4,4を当接し、こ
れらの押板4,4間をボルト5で締結するものを使用で
きる。In the holder, for example, FIG.
As shown in (b) [cross-sectional view of FIG. 5 (a)], push plates 4, 4, 4, 4 are brought into contact with the upper and lower surfaces of the joint, and the gap between these push plates 4, 4 is established. Those fastened with bolts 5 can be used.
【0019】上記合成枕木においては、圧縮に対するヤ
ング率に比べて引っ張りに対するヤング率が小であっ
て、曲げの引っ張り領域が曲げの圧縮領域に比べて狭く
なる(略2:1となる)。而るに、上記枕木の接続構造にお
いては、テ−パ−面11の高さを上記した曲げ引っ張り
領域の厚みに等しくすることによって引っ張り領域の引
っ張り応力をテ−パ−接着面で支承できる。In the above-mentioned synthetic sleeper, the Young's modulus against tension is smaller than the Young's modulus against compression, and the tensile region of bending is narrower (approximately 2: 1) than the compressing region of bending. In the connection structure of the sleeper, the tensile stress in the tensile region can be supported by the tape-bonding surface by making the height of the taper surface 11 equal to the thickness of the bending tensile region.
【0020】図6において、このテ−パ−接着面Tを境
にしての枕木部材1の長繊維F1と継手2の長繊維F2と
の間での引っ張力の伝達は、一方の長繊維F1の引っ張
り力が、これらの長繊維F1,F2間に位相的にブリッジ
する他の繊維F3に樹脂をマトリックスとして伝達さ
れ、この他の繊維F3から樹脂をマトリックスとして他
方の繊維F2に伝達される経路が主体となり、この引っ
張り力の伝達効率は、他の繊維F3と一方の繊維F1との
重なり代が深いほど高くなる。この重なり代はテ−パ−
角θを小とするほど大きくでき、従って、テ−パ−角θ
を小とするほど、テ−パ−接合面を通しての長繊維の張
力支承作用を促し得、接合部でも長繊維の補強効果を効
果的に発揮させ得る。[0020] In FIG. 6, the Te - Pa - a tensile force between the long fibers F 2 of the long fiber F 1 of the sleeper member 1 to the boundary of adhesion surface T and the joint 2 transduction, the one long tensile force of the fiber F 1 is, these are transferred to the resin in addition to the fiber F 3 bridging topologically as a matrix between the long fibers F 1, F 2, the other from the fiber F 3 a resin as a matrix other path to be transmitted to the fiber F 2 is mainly, transmission efficiency of the pulling force increases as the deep overlapping margin between the fiber F 1 one of the other fibers F 3. This overlap is taper
The smaller the angle θ, the larger the angle, and therefore, the taper angle θ
The smaller the value is, the more the tension supporting action of the long fiber can be promoted through the taper joining surface, and the effect of reinforcing the long fiber can be effectively exerted even at the joint.
【0021】従って、張力伝達の効率上からは、テ−パ
−角θを小にすることが有利であるが、余り小さくする
と、接着面の上部にレ−ルが位置して接着面にレ−ル直
下の最大曲げモ−メントが作用し不利となるので、テ−
パ−角θはこれらを勘案して設定する。テ−パ−角θは
通常50〜200とすることが好ましい。Therefore, from the viewpoint of the efficiency of the tension transmission, it is advantageous to make the taper angle θ small, but if it is made too small, the rail is located above the bonding surface and the rail is positioned on the bonding surface. -The maximum bending moment immediately below the tool acts and is disadvantageous.
The par angle θ is set in consideration of these factors. Te - Pa - angle θ is preferably at normal 5 0-20 0.
【0022】上記において、テ−パ−角θが比較的大き
い場合、図2の(ロ)に示すように、接着時のホルダ−
の上下方向加圧力による接合面のずれを防止するため
に、テ−パ−面に係止用凹凸13を設けることが好まし
い。In the above case, when the taper angle θ is relatively large, as shown in FIG.
In order to prevent the displacement of the joining surface due to the vertical pressing force, it is preferable to provide locking irregularities 13 on the taper surface.
【0023】図2の(ハ)は本発明の他の別実施例を示
し、端部の下面並びに上面を対称的なテ−パ−面11,
11に加工し、先端を垂直端面12にした合成枕木部材
1,1を、先端の垂直端面12,12において突合せ、
両合成枕木部材間に上側の合成継手部材2と下側の合成
継手部材2とを装填し、両合成枕木部材1,1の先端端
面12,12間、枕木部材1の各テ−パ−面11と継手
2の各テ−パ−面21とを接着剤3によって接着してあ
り、各テ−パ−面の高さhは枕木高さの略1/3として
ある。この別実施例においては、上下に対称であって上
下の区別の必要がなく、取扱上便利である。上記上側継
手と下側継手とは図2の(ニ)に示すように、中間壁部
23で一体化してもよい。FIG. 2 (c) shows another embodiment of the present invention, in which the tapered surfaces 11,
11, the synthetic sleeper member 1, 1 having a vertical end surface 12 at the front end, is butted on the vertical end surfaces 12, 12 at the front end,
The upper synthetic joint member 2 and the lower synthetic joint member 2 are loaded between the two synthetic sleeper members, and the tapered surface of the sleeper member 1 is formed between the distal end surfaces 12, 12 of the synthetic sleeper members 1, 1. The taper surface 11 of the joint 2 is adhered to the taper surface 21 of the joint 2 with an adhesive 3, and the height h of each taper surface is set to approximately 1/3 of the height of the sleeper. In this alternative embodiment, it is symmetrical up and down, and there is no need to distinguish between upper and lower sides, which is convenient in handling. The upper joint and the lower joint may be integrated at the intermediate wall 23 as shown in FIG.
【0024】図3は本発明の上記とは別の実施例を示
し、上側継手2aの厚みを増加し、その増加による中立
面の上方移動に伴う曲げ引張り領域の増大に応じて下側
の継手2bの厚みを増加してテ−パ−面の高さhを高く
してある。FIG. 3 shows another embodiment of the present invention, in which the thickness of the upper joint 2a is increased, and the lower joint is increased in accordance with the increase in the bending tension area accompanying the upward movement of the neutral surface due to the increase. The height h of the tapered surface is increased by increasing the thickness of the joint 2b.
【0025】本発明において、垂直端面12,12に作
用する応力は圧縮応力が主体であり、当該端面が多少傾
斜していても圧縮強度への影響が殆どないので、その端
面12,12は図4に示すようにやや傾かせてもよい。In the present invention, the stress acting on the vertical end faces 12, 12 is mainly a compressive stress, and even if the end faces are slightly inclined, there is almost no effect on the compressive strength. As shown in FIG.
【0026】本発明によって接続した合成枕木において
は、接合面での長繊維の張力伝達効率を充分に保証し
得、長繊維の補強効果をよく発揮させ得るから、接合部
の曲げ強度を枕木本来の曲げ強度に充分に近接させ得
る。このことは次ぎの実施例と比較例との曲げ試験結果
の比較からも確認できる。In the composite sleeper connected according to the present invention, the efficiency of transmitting the tension of the long fiber at the joint surface can be sufficiently ensured, and the effect of reinforcing the long fiber can be sufficiently exhibited. Can be brought close enough to the bending strength of This can be confirmed from the comparison of the bending test results between the following examples and comparative examples.
【0027】以下の何れの実施例並びに比較例において
も、合成枕木並びに継手には、長繊維がガラス繊維であ
り、熱硬化性樹脂発泡体が発泡硬化ウレタン樹脂であっ
て、ガラス繊維の含有量が40重量%、密度が0.74
g/cm2のものを使用した。又、接着剤には、エポキシ
樹脂接着剤を使用した。In any of the following examples and comparative examples, the synthetic sleepers and the joints had a long fiber made of glass fiber, a thermosetting resin foam made of a foam-cured urethane resin, and a glass fiber content of 40% by weight, density 0.74
g / cm 2 . An epoxy resin adhesive was used as the adhesive.
【0028】実施例1 図2の(ハ)において、枕木の厚さを140mm,幅を
230mm,全長を1400mm、枕木部材端部並びに
継手のテ−パ−面の高さhを共に、140/3mm,継
手2の幅L2を600mmとした。Example 1 In FIG. 2C, the thickness of the sleeper was 140 mm, the width was 230 mm, the total length was 1400 mm, and the height h of the end of the sleeper member and the tapered surface of the joint were 140/140. 3mm, the width L 2 of the joint 2 is set to 600mm.
【0029】実施例2 図3において、枕木の厚さを140mm,幅を230m
m,全長を1400mm、下側継手2bの最大厚みを5
0mm,枕木部材1,1の先端垂直端面12,12の厚
みを40mmとし、上側継手2aには下側継手2bより
も10mm厚くしたものを使用した。Example 2 In FIG. 3, the sleeper was 140 mm thick and 230 m wide.
m, the total length is 1400 mm, and the maximum thickness of the lower joint 2b is 5
The upper joint 2a used was 10 mm thicker than the lower joint 2b, and the upper end 2a had a thickness of 40 mm.
【0030】比較例1 図7において、枕木の厚さを140mm,幅を230m
m,全長を1400mm、枕木部材の上,下面長さのう
ち短辺長さL’を550mm,長辺長さLを850m
m、接合段面長さlを300mm,螺子釘本数4本,螺
子釘の長さ102±10mm,螺子部径16mmφとし
た。Comparative Example 1 In FIG. 7, the sleeper was 140 mm thick and 230 m wide.
m, the total length is 1400 mm, the short side length L 'is 550 mm and the long side length L is 850 m among the upper and lower lengths of the sleeper member.
m, the length l of the joining step surface was 300 mm, the number of screw nails was 4, the length of the screw nails was 102 ± 10 mm, and the diameter of the screw portion was 16 mmφ.
【0031】比較例2 枕木部材並びに継手のテ−パ−面の勾配は実施例1に同
じとし、テ−パ−面の高さを枕木高さの1/2とした
(先端端面なしの状態)。従って、継手の長さは実施例
1の600mmから、900mmに増大した。Comparative Example 2 The slope of the taper surface of the sleeper member and the joint was the same as in Example 1, and the height of the taper surface was 面 of the height of the sleeper (the state without the end end surface). ). Accordingly, the length of the joint was increased from 600 mm in Example 1 to 900 mm.
【0032】これらの実施例品並びに比較例品につい
て、スパン1120mmの単純支持で、中央点を荷重を
加えて速度5mm/minで撓ませ、破断時の荷重を測
定したところ、実施例品1では19t、実施例品2では
22tであり、無接合品の破断荷重(合成枕木本来の破
断荷重20t)の95%以上であった。これに対し、比
較例品1の破断荷重は6t(合成枕木本来の破断荷重の
30%)に過ぎなかった。比較例品2の破断荷重は実施
例1と同じく19tであったが、接合部長さが実施例1
の1.5倍であり、接合部の分岐部に使用した場合、接
合部がレ−ルに交差する畏れがある。With respect to the product of the example and the product of the comparative example, a load was applied at the center point to bend at a speed of 5 mm / min with a simple support having a span of 1120 mm, and the load at the time of breakage was measured. 19t and 22t in the example product 2, which was 95% or more of the breaking load of the non-bonded product (the original breaking load of the synthetic sleeper was 20t). On the other hand, the breaking load of the comparative example product 1 was only 6 t (30% of the original breaking load of the sleeper). The breaking load of the comparative example product 2 was 19 t as in the case of the example 1, but the joint length was the same as that of the example 1.
When it is used at the junction branch, there is a fear that the junction crosses the rail.
【0033】[0033]
【発明の効果】上述した通り本発明によれば、合成枕木
部材の接合により合成枕木本来の曲げ強度の90%以上
もの曲げ強度を有する長尺枕木を得ることができ、分岐
部用に使用した場合にその中間接合箇所の曲げ強度を充
分に保証でき、分岐部の両側から枕木用部材を挿入し、
これらを継手を介して接着剤で接合することにより、分
岐部の枕木工事を合成枕木で容易にかつ充分な安全率で
施工できる。As described above, according to the present invention, a long sleeper having a bending strength of 90% or more of the original bending strength of the synthetic sleeper can be obtained by joining the synthetic sleeper member, and it is used for a branch portion. In that case, the bending strength of the intermediate joint can be sufficiently guaranteed, and the sleeper members are inserted from both sides of the branch,
By joining these with an adhesive via a joint, the sleeper work at the branch part can be performed easily and with a sufficient safety factor using a synthetic sleeper.
【0034】又、合成枕木においては、曲げの引っ張り
領域が枕木高さの1/2高さよりも狭くなり、本発明の
接続構造においては、長繊維の張力伝達に有効な小勾配
のテ−パ−面をその引っ張り領域のみに存在させること
ができ、圧縮領域での小勾配のテ−パ−面の存在を低減
乃至はゼロにすることができ、余分なテ−パ−面の存在
をよく排除できるので、接合部の長さを充分に短くし得
る。更に、接着剤で接合し、金物を使用していないの
で、腐食がなく、合成枕木の特徴をよく保有させ得る。Further, in the case of the synthetic sleeper, the bending tension area is narrower than half the height of the sleeper, and in the connection structure of the present invention, the taper having a small gradient effective for transmitting the tension of the long fiber. -The surface can be present only in its tensile region, the presence of a small gradient taper surface in the compression region can be reduced or eliminated, and the presence of extra taper surface can be reduced. Since it can be eliminated, the length of the joint can be sufficiently reduced. Furthermore, since it is bonded with an adhesive and no metal is used, there is no corrosion and the characteristic of the synthetic sleeper can be retained well.
【図1】本発明の実施例を示す斜視図である。FIG. 1 is a perspective view showing an embodiment of the present invention.
【図2】本発明の上記とは別の異なる実施例を示す斜視
図である。FIG. 2 is a perspective view showing another different embodiment of the present invention.
【図3】本発明の上記とは別の実施例を示す説明図であ
る。FIG. 3 is an explanatory view showing another embodiment of the present invention.
【図4】本発明の上記とは別の実施例を示す説明図であ
る。FIG. 4 is an explanatory view showing another embodiment of the present invention.
【図5】図5の(イ)は本発明の合成枕木の接続に使用
するホルダ−を示す側面図、図5の(ロ)は図5の
(イ)におけるロ−ロ線断面図である。5 (A) is a side view showing a holder used for connection of the synthetic sleeper of the present invention, and FIG. 5 (B) is a cross-sectional view taken along the line B-B of FIG. 5 (A). .
【図6】本発明の合成枕木の接続構造における接合面で
の長繊維の張力伝達機構を示す説明図である。FIG. 6 is an explanatory view showing a tension transmitting mechanism of long fibers at a joint surface in the connection structure of the synthetic sleeper of the present invention.
【図7】従来の枕木の接合構造を示す説明図である。FIG. 7 is an explanatory view showing a conventional sleeper joining structure.
1 枕木部材 11 枕木部材のテ−パ−面 111 枕木部材のテ−パ−面 112 枕木部材のテ−パ−面 12 枕木部材の垂直端面 2 継手 21 継手のテ−パ−面 3 接着剤 REFERENCE SIGNS LIST 1 sleeper member 11 taper surface of sleeper member 111 taper surface of sleeper member 112 taper surface of sleeper member 12 vertical end surface of sleeper member 2 joint 21 taper surface of joint 3 adhesive
───────────────────────────────────────────────────── フロントページの続き (58)調査した分野(Int.Cl.6,DB名) E01B 7/22 E01B 3/00 E01B 3/10 E01B 3/18 E01B 3/36 E01B 3/44 - 3/46 ──────────────────────────────────────────────────続 き Continued on the front page (58) Fields surveyed (Int.Cl. 6 , DB name) E01B 7/22 E01B 3/00 E01B 3/10 E01B 3/18 E01B 3/36 E01B 3/44-3 / 46
Claims (2)
とテ−パ−面を有する面において接着剤で接着したこと
を特徴とする合成枕木の接続構造。1. A connection structure for a composite sleeper, wherein a resin sleeper reinforced with long fibers is bonded with an adhesive on a surface having a substantially vertical surface and a taper surface.
直な先端端面を有するテ−パ−面に加工してなる枕木用
部材を先端端面において突合せ、これらの枕木用部材の
テ−パ−面間に、長繊維で補強した樹脂製であつて、前
記テ−パ−面に適合するテ−パ−面を有する継手を装填
し、少なくとも枕木部材のテ−パ−面と継手のテ−パ−
面との間を接着剤で接着したことを特徴とする合成枕木
の接続構造。2. A sleeper member formed by processing the end of a resin columnar body reinforced with long fibers into a tapered surface having a substantially vertical tip end face, butts on the tip end face, and ties these sleeper members. -A joint made of a resin reinforced with long fibers and having a taper surface conforming to the taper surface is loaded between the taper surfaces, and at least the taper surface of the sleeper member and the joint are mounted. Taper
A connection structure for a synthetic sleeper, characterized in that the surface and the surface are bonded with an adhesive.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP26030491A JP2933426B2 (en) | 1991-10-08 | 1991-10-08 | Connection structure for synthetic sleepers |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP26030491A JP2933426B2 (en) | 1991-10-08 | 1991-10-08 | Connection structure for synthetic sleepers |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH0598601A JPH0598601A (en) | 1993-04-20 |
JP2933426B2 true JP2933426B2 (en) | 1999-08-16 |
Family
ID=17346174
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP26030491A Expired - Fee Related JP2933426B2 (en) | 1991-10-08 | 1991-10-08 | Connection structure for synthetic sleepers |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP2933426B2 (en) |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP4598629B2 (en) * | 2005-09-02 | 2010-12-15 | 積水化学工業株式会社 | Pillow |
-
1991
- 1991-10-08 JP JP26030491A patent/JP2933426B2/en not_active Expired - Fee Related
Also Published As
Publication number | Publication date |
---|---|
JPH0598601A (en) | 1993-04-20 |
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