JPH0442324Y2 - - Google Patents

Info

Publication number
JPH0442324Y2
JPH0442324Y2 JP14886383U JP14886383U JPH0442324Y2 JP H0442324 Y2 JPH0442324 Y2 JP H0442324Y2 JP 14886383 U JP14886383 U JP 14886383U JP 14886383 U JP14886383 U JP 14886383U JP H0442324 Y2 JPH0442324 Y2 JP H0442324Y2
Authority
JP
Japan
Prior art keywords
running
track girder
upper flange
steel
flange
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
Application number
JP14886383U
Other languages
Japanese (ja)
Other versions
JPS6058601U (en
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 filed Critical
Priority to JP14886383U priority Critical patent/JPS6058601U/en
Publication of JPS6058601U publication Critical patent/JPS6058601U/en
Application granted granted Critical
Publication of JPH0442324Y2 publication Critical patent/JPH0442324Y2/ja
Granted legal-status Critical Current

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Description

【考案の詳細な説明】 本考案は、懸垂モノレールにおける走行車輪を
案内する走行レールに特徴を有する懸垂モノレー
ルの軌道桁装置に関するものである。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a track girder device for a suspended monorail, which features a running rail that guides the running wheels of the suspended monorail.

第1図ないし第5図に示すように門形断面の軌
道桁1の、両側ウエブ1a,1aの両下端内側に
間隔イを設けて連設される1対の、走行レール
は、軌道桁1のウエブの下端部内側に溶着等によ
り連設された走行車輪の走行水平面を形成する上
フランジ2と、該上フランジ2の下面中央部に沿
わせて溶着されたウエブ3と該ウエブ3の下縁に
沿つて溶着された下フランジ4とよりなるI形断
面を有する構造になつていて、前記走行レールの
上フランジ2上に走行車輪を介して懸垂モノレー
ルの荷重Wが繰返し負荷されるようになつてい
る。
As shown in FIGS. 1 to 5, a pair of running rails are connected to each other at a distance from each other on the inside of both lower ends of both side webs 1a, 1a of a track girder 1 having a gate-shaped cross section. An upper flange 2 that forms a running horizontal plane for the running wheels is connected to the inside of the lower end of the web by welding or the like, a web 3 that is welded along the center of the lower surface of the upper flange 2, and a lower part of the web 3. It has a structure having an I-shaped cross section with a lower flange 4 welded along the edge, so that the load W of the suspended monorail is repeatedly applied to the upper flange 2 of the traveling rail via the traveling wheels. It's summery.

しかし、従来の前記懸垂モノレールの軌道桁装
置においては、走行レールが前記のような構造の
I形断面に形成されており、第1図に示す矢示方
向の荷重Wが繰返し負荷されると、下フランジ4
とウエブ3との溶着部の疲労により強度が大幅に
低下されるため、応力度を下げる必要から下フラ
ンジ4の板厚を著しく厚く形成しなければならな
くなり鋼量増、重量増となる欠点を有し、また、
下フランジ4は軌道桁1の外周に長さ方向に適宜
間隔を存して配設された補鋼リブ5の下部を構成
しているブラケツト板6と溶着されその下フラン
ジ4との間の接合部には、疲労による強度低下を
防止するために第5図に示すようにR仕上げをし
なければならず、製作コスト増になる欠点があ
る。
However, in the conventional track girder device for a suspended monorail, the running rail is formed in an I-shaped cross section with the above-described structure, and when the load W in the direction of the arrow shown in FIG. 1 is repeatedly applied, Lower flange 4
Since the strength is significantly reduced due to fatigue of the welded part between the weld and the web 3, the lower flange 4 has to be made extremely thick to reduce the stress level, which has the disadvantage of increasing the amount of steel and weight. has and also
The lower flange 4 is welded to a bracket plate 6 constituting the lower part of reinforcing ribs 5 arranged at appropriate intervals in the length direction on the outer periphery of the track girder 1, and the joint between the lower flange 4 and the lower flange 4 is welded. In order to prevent the strength from decreasing due to fatigue, the parts must be rounded as shown in FIG. 5, which has the drawback of increasing manufacturing costs.

本案は、従来の懸垂モノレールの軌道桁におけ
る前記のような欠点を解消する考案であつて、軌
道桁の両側ウエブの下部内側に、走行車輪の走行
水平面を形成する上フランジと該上フランジの下
面側に沿わせて溶着される少くとも下縁突起条を
有する形鋼とからなる1対の走行レールを間隔を
設けてそれぞれに連設したことを特徴とする。
The present invention is an invention to eliminate the above-mentioned drawbacks of the conventional track girder of a suspended monorail, and includes an upper flange that forms a running horizontal surface for the running wheels and a lower surface of the upper flange on the inside of the lower part of both side webs of the track girder. The present invention is characterized in that a pair of traveling rails each made of a section steel having at least a lower edge protrusion welded along the sides are provided in series with an interval provided between them.

本考案は、前記の構成により、軌道桁の両側ウ
エブの下部内側に間隔を設けて連設される1対の
走行レールは走行車輪の走行水平面を形成する上
フランジと該上フランジの下面側に沿わせて一体
的に溶着される少くとも下縁突起条を有する形鋼
とより形成されるものであるから前記両走行レー
ルに走行車輪を介して懸垂モノレールの荷重が繰
返し負荷されても、上フランジの下面側に沿わせ
て一体的に溶着された少くとも下縁突起条を有す
る形鋼が、優れた疲労に難い部材になつており剛
性が著しく高められ、走行案内性能および信頼性
が著しく向上されるとともに、鋼量、重量が著し
く低減される。
In the present invention, with the above-mentioned configuration, a pair of running rails which are connected with each other at a distance from each other inside the lower part of both side webs of the track girder are connected to the upper flange forming the horizontal running surface of the running wheels and the lower surface side of the upper flange. Since it is formed from a section steel having at least a lower edge protrusion that is integrally welded along the rail, even if the load of the suspended monorail is repeatedly applied to both running rails via the running wheels, the upper The section steel with at least a lower edge protrusion welded integrally along the lower surface of the flange makes it an excellent fatigue-resistant member, and its rigidity is significantly increased, resulting in significantly improved travel guidance performance and reliability. At the same time, the amount of steel and weight are significantly reduced.

以下、本考案の実施例を図示について説明す
る。第6図ないし第8図に本考案の一実施例を示
しており、図中1は両側にウエブを有する門形断
面の軌道桁、5は軌道桁1の外周に、長さ方向に
適宜間隔を存して溶着等によつて付設された補鋼
リブ、a,aは軌道桁1の両側ウエブにおける下
部内側に設けられた案内車輪(図示省略)の案内
レールであつて、本実施例においては、軌道桁1
の両側ウエブ1aにおける両下部内側に、溶着等
により連設される走行レールは、これを水平方向
に指向されて走行車輪(図示省略)の走行水平面
を形成した上フランジ2と該上フランジ2の下面
側に沿わせて一体的に溶着される下縁突起条10
aを有する形鋼10とからなり、その形鋼10に
は補鋼リブ5の下部端部をブラケツト板を除去し
て溶着等により接合した。
Hereinafter, embodiments of the present invention will be described with reference to the drawings. An embodiment of the present invention is shown in FIGS. 6 to 8, in which 1 indicates a track girder with a portal cross section having webs on both sides, and 5 indicates the outer circumference of the track girder 1 at appropriate intervals in the length direction. The reinforcing ribs a and a are attached by welding or the like, and a and a are guide rails for guide wheels (not shown) provided on the lower inner side of both side webs of the track girder 1, and in this embodiment, is orbit girder 1
The running rails, which are connected by welding or the like on the inside of both lower parts of both side webs 1a, are connected to an upper flange 2 which is oriented horizontally to form a running horizontal plane for running wheels (not shown). Lower edge protrusion 10 integrally welded along the lower surface side
The lower end of the reinforcing steel rib 5 was joined to the shaped steel 10 by welding or the like after removing the bracket plate.

本考案の実施例は、前記のような構成になつて
いるので、前記構成よりなる走行レールの上フラ
ンジ2に走行車輪を介して懸垂モノレールの荷重
Wが繰返し負荷されても、上フランジ2の下面側
に沿わせて一体的に溶着させて設けられた形鋼1
0は、その下縁部に一体の下縁突起条10aを有
する構成になつていて、従来のような下フランジ
4とウエブ3との溶着を不要として溶着部の疲労
による強度低下がない強度を有し、剛性が著しく
高められているため、走行レールの走行案内性能
およびその信頼性が著しく向上されたものとな
り、さらに、前記形鋼10による前記のような優
れた強度、剛性の著しい増加によつて、従来のよ
うな下フランジが不要になり鋼量節減、重量低減
が可能となり、かつ溶接箇所が少くなり接合構造
を簡単にでき製作コストを著しく低減できるなど
の実用性を有する。
Since the embodiment of the present invention has the above-described configuration, even if the load W of the suspended monorail is repeatedly applied to the upper flange 2 of the traveling rail having the above-mentioned configuration through the traveling wheels, the upper flange 2 Shaped steel 1 integrally welded along the lower surface side
0 has an integral lower edge protruding strip 10a on its lower edge, which eliminates the need for welding the lower flange 4 and web 3 as in the prior art, and provides strength that does not reduce strength due to fatigue of the welded part. As the rigidity is significantly increased, the running guide performance and reliability of the running rail are significantly improved.Furthermore, the above-mentioned excellent strength and significant increase in rigidity due to the section steel 10 are achieved. Therefore, the conventional lower flange is not required, making it possible to save the amount of steel and reduce the weight. Furthermore, there are fewer welding points, which simplifies the joint structure and significantly reduces manufacturing costs.

なお、前記実施例では形鋼を下縁突起条を有す
る構成について説明しているが、下縁突起条に代
えて不等辺不等厚山形鋼や不等辺山形鋼等を用い
ることもできる。
In the above-mentioned embodiments, a structure in which the shaped steel has a lower edge protrusion has been described, but scalene thick angle shape steel, scalene angle shape steel, etc. can also be used in place of the lower edge protrusion.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図は従来の懸垂モノレールの軌道桁を示す
横断面図、第2図は第1図の−部分の縦断面
図、第3図は第1図の部分の拡大横断面図、第
4図は第3図の−部分の断面を示す平面図、
第5図は第図の−部分の断面を示す平面
図、第6図は本考案の一実施例を示す軌道桁の横
断面図、第7図は第6図の−部分の断面を示
す縦断面図、第8図は第6図の部分の拡大横断
面図である。 1……軌道桁、2……上フランジ、5……補鋼
リブ、10……形鋼、10a……下縁突起条、イ
……間隔。
Figure 1 is a cross-sectional view showing the track girder of a conventional suspended monorail, Figure 2 is a vertical cross-sectional view of the - part in Figure 1, Figure 3 is an enlarged cross-sectional view of the part shown in Figure 1, and Figure 4. is a plan view showing a cross section of the − part in FIG. 3;
Fig. 5 is a plan view showing the cross section of the - part in Fig. 6, Fig. 6 is a cross-sectional view of a track girder showing an embodiment of the present invention, and Fig. 7 is a longitudinal cross-section showing the cross section of the - part in Fig. 6. 8 is an enlarged cross-sectional view of the portion shown in FIG. 6. 1...Race girder, 2...Upper flange, 5...Reinforcement rib, 10...Shape steel, 10a...Lower edge projection strip, A...Interval.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 軌道桁の両側ウエブの下部内側に、走行車輪の
走行水平面を形成する上フランジと該上フランジ
の下面側に沿わせて溶着される少くとも下縁突起
条を有する形鋼とからなる1対の走行レールを間
隔を設けてそれぞれに連設したことを特徴とする
懸垂モノレールの軌道桁装置。
A pair of steel sections are provided on the inside of the lower part of both side webs of the track girder, and are made of an upper flange that forms a horizontal running surface for the running wheels, and a section steel having at least a lower edge protrusion welded along the lower surface side of the upper flange. A track girder device for a suspended monorail characterized by running rails connected to each other at intervals.
JP14886383U 1983-09-28 1983-09-28 Suspended monorail track girder device Granted JPS6058601U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP14886383U JPS6058601U (en) 1983-09-28 1983-09-28 Suspended monorail track girder device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP14886383U JPS6058601U (en) 1983-09-28 1983-09-28 Suspended monorail track girder device

Publications (2)

Publication Number Publication Date
JPS6058601U JPS6058601U (en) 1985-04-24
JPH0442324Y2 true JPH0442324Y2 (en) 1992-10-06

Family

ID=30330612

Family Applications (1)

Application Number Title Priority Date Filing Date
JP14886383U Granted JPS6058601U (en) 1983-09-28 1983-09-28 Suspended monorail track girder device

Country Status (1)

Country Link
JP (1) JPS6058601U (en)

Also Published As

Publication number Publication date
JPS6058601U (en) 1985-04-24

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