JPH0881901A - Support bolt-type sleeper for ballastless iron girder bridge - Google Patents

Support bolt-type sleeper for ballastless iron girder bridge

Info

Publication number
JPH0881901A
JPH0881901A JP24666994A JP24666994A JPH0881901A JP H0881901 A JPH0881901 A JP H0881901A JP 24666994 A JP24666994 A JP 24666994A JP 24666994 A JP24666994 A JP 24666994A JP H0881901 A JPH0881901 A JP H0881901A
Authority
JP
Japan
Prior art keywords
main body
main
bolts
support bolt
girder bridge
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.)
Granted
Application number
JP24666994A
Other languages
Japanese (ja)
Other versions
JP3127223B2 (en
Inventor
Yoshio Kusakabe
好男 日下部
Toshiaki Doi
利明 土井
Tsunehisa Izumi
恒壽 泉
Masao Nakagawa
昌郎 中川
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Individual filed Critical Individual
Priority to JP24666994A priority Critical patent/JP3127223B2/en
Publication of JPH0881901A publication Critical patent/JPH0881901A/en
Application granted granted Critical
Publication of JP3127223B2 publication Critical patent/JP3127223B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Railway Tracks (AREA)
  • Bridges Or Land Bridges (AREA)

Abstract

PURPOSE: To provide a support bolt type sleeper suitable for a ballastless iron girder bridge by mounting two expandable support bolts arranged in the radial direction of a main body at a position separated equally to the central spacing of main girders of an iron girder bridge in the longitudinal direction of the main body. CONSTITUTION: Two support bolts 4 are mounted to both ends of a main body 2 respectively. A distance A between mounting positions of the bolts 4 on both sides is arranged to be equal to a space B between the centers of main girders 5 on both sides. The mounting positions of the bolts 4 for sleepers 1 are arranged to conform to the central position of main girders 5 so that the sleepers may be installed on the main girders 5. Then, the bolts 4 are screwed with nuts 7 buried in the main body 2 so that they may be mounted expandably. The lower end is projected below the main body 2 so that it may be loaded on a cover plate 9. The sleepers 1 are installed without being hindered by the head of a rivet 10, on the main girders 5, and fixed with the main girders 5 by means of hook bolts 12.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は、無道床鉄桁橋用の支持
ボルト式まくらぎに関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a support bolt type sleeper for a flatbed iron girder bridge.

【0002】[0002]

【発明の課題】有道床では、まくらぎのコンクリート化
は古くから行われており、幹線の軌道で取り替え用に木
のまくらぎを使用することは殆どないが、無道床の鉄桁
橋では依然として木のまくらぎが使用されており、主桁
の上に、突出するリベットが邪魔にならないように削り
加工を施した高さ調節用のパッキング材(木製)を敷
き、その上に木のまくらぎを載せているのが実情であ
る。
[Problems to be Solved by the Invention] On railroad floors, sleepers have been concreted for a long time, and wooden sleepers are rarely used for replacement on the main track, but on railroad girder bridges with no floors, wood sleepers are still used. No sleepers are used, and a packing material (wood) for height adjustment is laid on the main girder so that the protruding rivets are not disturbed, and a wooden sleeper is laid on it. The fact is that it is posted.

【0003】しかし、近年、良質の木材は供給不足で、
価格も高騰しているし、また、前述の加工も必要なこと
から、木のまくらぎの使用は、耐久性の面では勿論のこ
と、コストや省力化の面でも不利であり、その改善が望
まれていた。
However, in recent years, the supply of good quality wood is insufficient,
Since the price is soaring and the above-mentioned processing is required, the use of wood sleepers is not only in terms of durability but also in terms of cost and labor saving, and improvement is desired. It was rare.

【0004】[0004]

【発明の目的】本発明は、前記要望に応えるものであっ
て、その目的は、無道床鉄桁橋用として好適な支持ボル
ト式のまくらぎを提供することにある。
SUMMARY OF THE INVENTION The present invention has been made in response to the above-mentioned needs, and an object of the present invention is to provide a supporting bolt type sleeper suitable for use in an empty girder bridge.

【0005】[0005]

【発明の構成】本発明の無道床鉄桁橋用支持ボルト式ま
くらぎ(以下、単に、本発明のまくらぎという)の構成
上の特徴は、主体が鉄筋コンクリート製もしくは強化合
成樹脂製で、主体の長さ方向に鉄桁橋の主桁の中心間隔
に等しく離れた位置に、主体の巾方向に並べて、それぞ
れ2本の伸縮自在の支持ボルトを取り付けた点にある。
The construction features of the support bolt type sleeper for a flatbed iron girder bridge of the present invention (hereinafter simply referred to as the sleeper of the present invention) is that the main body is made of reinforced concrete or reinforced synthetic resin. In the longitudinal direction, two telescopic support bolts are attached to the main girder of the iron girder bridge at positions equally spaced apart from each other in the width direction of the main body.

【0006】そして、本発明のまくらぎでは、主体の支
持ボルト取付位置に縦孔を設け、該縦孔の下方部にナッ
トを埋設するとともに、該ナットの上端位置にアンカー
プレートを埋設し、前記ナットに支持ボルトを螺合させ
るのが好ましい。
In the sleeper of the present invention, a vertical hole is provided at the main bolt mounting position, a nut is embedded in the lower portion of the vertical hole, and an anchor plate is embedded in the upper end position of the nut. It is preferable to screw the support bolt to the nut.

【0007】[0007]

【図面による説明】本発明のまくらぎの一実施態様を示
す図面において、1はまくらぎであり、その主体2は鉄
筋コンクリート製で、その内部には鉄筋3が埋設されて
いるが、本発明のまくらぎでは主体2を強化合成樹脂
(例えばガラス繊維で補強されたウレタン樹脂)で構成
してもよい。
DESCRIPTION OF THE DRAWINGS In the drawings showing an embodiment of a sleeper of the present invention, reference numeral 1 is a sleeper, main body 2 of which is reinforced concrete, and reinforcing bar 3 is embedded therein. Alternatively, the main body 2 may be made of reinforced synthetic resin (for example, urethane resin reinforced with glass fiber).

【0008】主体2の両端部には、後述の態様で、主体
2の巾方向に並べてそれぞれ2本の支持ボルト4が取り
付けられているが、左右の支持ボルト4,4の取付位置
間の距離Aは左右の主桁5,5の中心間の間隔Bに等し
く、まくらぎ1は支持ボルト4の取付位置を主桁5の中
心位置に合わせて主桁5上に据え付けられるようになっ
ている。
Two support bolts 4 are attached to both ends of the main body 2 side by side in the width direction of the main body 2 in a manner described later. A is equal to the interval B between the centers of the left and right main girders 5, 5, and the sleeper 1 can be installed on the main girder 5 by aligning the mounting position of the support bolt 4 with the center position of the main girder 5. .

【0009】支持ボルト4の取付位置には主体2を貫通
する縦孔6が設けられ、縦孔6の下方部にはナット7が
埋設され、ナット7の上端位置には2つのナット7,7
に共通のアンカープレート8が埋設されている。
A vertical hole 6 penetrating the main body 2 is provided at a mounting position of the support bolt 4, a nut 7 is embedded in a lower portion of the vertical hole 6, and two nuts 7, 7 are provided at an upper end position of the nut 7.
A common anchor plate 8 is buried in.

【0010】支持ボルト4はナット7に螺合して伸縮自
在に取り付けられており、その下端を主体2の下方に突
出させて、主桁5のカバープレート9の上に載せること
により、カバープレート9の上に突出するリベット10
の頭部に邪魔されずにまくらぎ1を主桁5上に据え付け
ることができ、この際、支持ボルト4が伸縮自在である
ことにより、まくらぎ1の高さ調節が自在であり、従来
の木のまくらぎの場合のパッキン材は不要である。
The support bolt 4 is screwed to a nut 7 and is attached to the cover plate 9 so that it can extend and contract. The lower end of the support bolt 4 projects below the main body 2 and is placed on the cover plate 9 of the main girder 5 to cover the cover plate. Rivet 10 protruding above 9
The sleeper 1 can be installed on the main girder 5 without being disturbed by the head of the user. At this time, the height of the sleeper 1 can be freely adjusted because the support bolt 4 is extendable and retractable. No packing material is required for wood sleepers.

【0011】なお、支持ボルト4はボルト頭部11に工
具を係合させて回転させることに容易に伸縮させること
ができる。
The support bolt 4 can be easily expanded and contracted by engaging a tool with the bolt head 11 and rotating the tool.

【0012】まくらぎ1を所定位置に据え付けた後、フ
ックボルト12で主桁5に固定するのは従来の木のまく
らぎの場合と同様である。
After the sleeper 1 is installed at a predetermined position, it is fixed to the main girder 5 with the hook bolts 12 in the same manner as in the case of the conventional wood sleeper.

【0013】[0013]

【発明の効果】本発明のまくらぎは、以上のようなもの
であるから、本体が鉄筋コンクリート製もしくは強化合
成樹脂製であることにより、耐久性に富み、また、伸縮
自在の支持ボルトが取り付けられていることにより、リ
ベットの頭部が突出する鉄桁橋の主桁の上に支障なく容
易に据え付けることができ、しかも、据付け高さの調節
が簡単で、従来の木のまくらぎの場合のような加工やパ
ッキング材が不要であり、コストの低減や省力化を図る
ことができる、等の効果が期待できる。
EFFECTS OF THE INVENTION Since the sleeper of the present invention is as described above, since the main body is made of reinforced concrete or reinforced synthetic resin, it has excellent durability and can be attached with a stretchable support bolt. This makes it easy to install on the main girder of an iron girder bridge with protruding rivet heads, and the installation height can be easily adjusted, as in the case of conventional wooden sleepers. Since no special processing or packing material is required, effects such as cost reduction and labor saving can be expected.

【図面の簡単な説明】[Brief description of drawings]

【図1】本発明のまくらぎの据付け状態を示す側面図で
ある。
FIG. 1 is a side view showing an installed state of a sleeper of the present invention.

【図2】本発明のまくらぎの支持ボルト取付部と主桁の
上端部の縦断面図である。
FIG. 2 is a vertical sectional view of a support bolt mounting portion of a sleeper and an upper end portion of a main girder of the present invention.

【図3】同じく横断面図である。FIG. 3 is a transverse sectional view of the same.

【符号の説明】[Explanation of symbols]

1:まくらぎ、2:主体、3:鉄筋、4:支持ボルト、
5:主桁、6:縦孔、7:ナット、8:アンカープレー
ト、9:カバープレート、10:リベット、11:ボル
ト頭部、12:フックボルト。
1: Sleeper, 2: Main body, 3: Reinforcing bar, 4: Support bolt,
5: main girder, 6: vertical hole, 7: nut, 8: anchor plate, 9: cover plate, 10: rivet, 11: bolt head, 12: hook bolt.

───────────────────────────────────────────────────── フロントページの続き (71)出願人 594168067 中川 昌郎 茨城県取手市西1−34−14 (72)発明者 日下部 好男 茨城県北相馬郡藤代町宮和田1100−6 (72)発明者 土井 利明 神奈川県茅ケ崎市東海岸南1−6−23 (72)発明者 泉 恒壽 大阪府池田市宇保町3−24 (72)発明者 中川 昌郎 茨城県取手市西1−34−14 ─────────────────────────────────────────────────── ─── Continuation of the front page (71) Applicant 594168067 Shoro Nakagawa 1-34-14 Nishi, Toride-shi, Ibaraki (72) Inventor Yoshio Kusakabe 1100-6 Miyawada, Fujishiro-cho, Kitasoma-gun, Ibaraki (72) Inventor Toshiaki Doi 1-6-23 South of the East Coast of Chigasaki City, Kanagawa Prefecture 72-72 Inventor Tsuneyoshi Izumi 3-24 Ubocho, Ikeda City Osaka Prefecture 72-34 Inventor Masao Nakagawa 1-34-14 West Nishi, Toride City, Ibaraki Prefecture

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 主体が鉄筋コンクリート製で、主体の長
さ方向に鉄桁橋の主桁の中心間隔に等しく離れた位置
に、主体の巾方向に並べて、それぞれ2本の伸縮自在の
支持ボルトを取り付けたことを特徴とする無道床鉄桁橋
用支持ボルト式まくらぎ。
1. The main body is made of reinforced concrete, and two extendable support bolts are arranged in the width direction of the main body at positions equally spaced from each other in the longitudinal direction of the main girder of the iron girder bridge. Support bolt type sleepers for non-bedded steel girder bridges characterized by being installed.
【請求項2】 主体が強化合成樹脂製で、主体の長さ方
向に鉄桁橋の主桁の中心間隔に等しく離れた位置に、主
体の巾方向に並べて、それぞれ2本の伸縮自在の支持ボ
ルトを取り付けたことを特徴とする無道床鉄桁橋用支持
ボルト式まくらぎ。
2. The main body is made of a reinforced synthetic resin, and two extendable supports are arranged in the width direction of the main body at positions apart from each other in the longitudinal direction of the main body by a distance equal to the center interval of the main girders of the iron girder bridge. Support bolt type sleepers for non-floor iron girder bridges that are equipped with bolts.
【請求項3】 主体の支持ボルト取付位置に縦孔を設
け、該縦孔の下方部にナットを埋設するとともに、該ナ
ットの上端位置にアンカープレートを埋設し、前記ナッ
トに支持ボルトを螺合させた請求項1又は請求項2記載
の無道床鉄桁橋用支持ボルト式まくらぎ。
3. A vertical hole is formed at a main bolt mounting position, a nut is embedded in a lower portion of the vertical hole, an anchor plate is embedded in an upper end position of the nut, and the support bolt is screwed into the nut. The support bolt type sleeper for a flatbed iron girder bridge according to claim 1 or 2.
JP24666994A 1994-09-06 1994-09-06 Support bolt type sleeper for non-grade floor girder bridge Expired - Fee Related JP3127223B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP24666994A JP3127223B2 (en) 1994-09-06 1994-09-06 Support bolt type sleeper for non-grade floor girder bridge

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP24666994A JP3127223B2 (en) 1994-09-06 1994-09-06 Support bolt type sleeper for non-grade floor girder bridge

Publications (2)

Publication Number Publication Date
JPH0881901A true JPH0881901A (en) 1996-03-26
JP3127223B2 JP3127223B2 (en) 2001-01-22

Family

ID=17151859

Family Applications (1)

Application Number Title Priority Date Filing Date
JP24666994A Expired - Fee Related JP3127223B2 (en) 1994-09-06 1994-09-06 Support bolt type sleeper for non-grade floor girder bridge

Country Status (1)

Country Link
JP (1) JP3127223B2 (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009084931A (en) * 2007-10-02 2009-04-23 Railway Technical Res Inst Steel rivet girder repairing method and doweled composite girder constructed by the same
JP2009084932A (en) * 2007-10-02 2009-04-23 Railway Technical Res Inst Steel rivet girder repairing method and doweled composite girder constructed by the same
JP2010018950A (en) * 2008-07-08 2010-01-28 Hayashi Soji Kk Height adjustment type sleeper, preparatory assembly for height adjustment type sleeper, and manufacturing method for height adjustment type sleeper

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101788713B1 (en) * 2015-10-13 2017-10-20 호서대학교 산학협력단 Probe polarity conversion method of Secondary battery charging and discharging system

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009084931A (en) * 2007-10-02 2009-04-23 Railway Technical Res Inst Steel rivet girder repairing method and doweled composite girder constructed by the same
JP2009084932A (en) * 2007-10-02 2009-04-23 Railway Technical Res Inst Steel rivet girder repairing method and doweled composite girder constructed by the same
JP2010018950A (en) * 2008-07-08 2010-01-28 Hayashi Soji Kk Height adjustment type sleeper, preparatory assembly for height adjustment type sleeper, and manufacturing method for height adjustment type sleeper

Also Published As

Publication number Publication date
JP3127223B2 (en) 2001-01-22

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