JPS635983Y2 - - Google Patents

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Publication number
JPS635983Y2
JPS635983Y2 JP43881U JP43881U JPS635983Y2 JP S635983 Y2 JPS635983 Y2 JP S635983Y2 JP 43881 U JP43881 U JP 43881U JP 43881 U JP43881 U JP 43881U JP S635983 Y2 JPS635983 Y2 JP S635983Y2
Authority
JP
Japan
Prior art keywords
horizontal
stringer
outer plate
mounting
underframe
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
JP43881U
Other languages
Japanese (ja)
Other versions
JPS57113264U (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 JP43881U priority Critical patent/JPS635983Y2/ja
Publication of JPS57113264U publication Critical patent/JPS57113264U/ja
Application granted granted Critical
Publication of JPS635983Y2 publication Critical patent/JPS635983Y2/ja
Expired legal-status Critical Current

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Description

【考案の詳細な説明】 本考案は鉄道車両の車体を構成する側構、台枠
および屋根構を相互に結合する鉄道車両の側構と
横方向構体との結合装置に関する。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a connecting device for connecting side structures and lateral structures of a railway vehicle, which mutually connects side structures, an underframe, and a roof structure constituting a car body of a railway vehicle.

一般に鉄道車両においては、第1〜2図に示す
ように側構1と横方向構体となる屋根構体2およ
び台枠3をそれぞれ別個に製し、その後溶接等に
より相互に結合していた。
In general, in a railway vehicle, as shown in FIGS. 1 and 2, a side structure 1, a roof structure 2 and an underframe 3 serving as a lateral structure are each manufactured separately, and then they are joined together by welding or the like.

即ち、側構1は車体側面を形成する側外板4に
複数の側柱5を溶接等により固着して形成され、
この側構1を上端部において側外板4を屋根構体
2の屋根外板6および長桁7の縦辺部分7aに溶
接するとともに側柱5の上端面を長桁7の張出し
辺7bに溶接して結合し、一方側構を下端部にお
いて台枠3の横梁8の側端に固着された側梁9と
側外板4とを溶接するとともに側柱5の下端面を
側梁9の上辺に溶接して結合していた。
That is, the side structure 1 is formed by fixing a plurality of side columns 5 to a side outer plate 4 forming the side surface of the vehicle body by welding or the like,
At the upper end of this side structure 1, the side outer plate 4 is welded to the roof outer plate 6 of the roof structure 2 and the vertical side portion 7a of the long girder 7, and the upper end surface of the side column 5 is welded to the overhanging side 7b of the long girder 7. The side beam 9 fixed to the side edge of the cross beam 8 of the underframe 3 is welded to the side outer plate 4 at the lower end of one side structure, and the lower end surface of the side beam 5 is connected to the upper side of the side beam 9. It was joined by welding.

ところが上記従来の結合装置においては、側構
1は単に側外板1に側柱4を固着しただけである
から第1図太矢印のように鉛直軸を中心として曲
がり易いため、溶接作業時に側構全体を反転させ
たり、組立時に移動する際に側構が彎曲して作業
が困難であり、またその彎曲が側構に永久ひずみ
として残つた場合にはひずみ除去の作業をしなけ
ればならない等の不都合があつた。また、第2図
に示すように、側構1の側柱4を直に長桁7の張
出し辺7bや側梁9の上辺にA点で溶接していた
から相互の結合状態があまりにも強固となり、側
構に第2図矢印のように横方向の力が作用すると
A点の溶接部に応力集中が生じ、その溶接部が疲
労破壊するおそれがあつた。
However, in the above-mentioned conventional coupling device, the side structure 1 simply has the side column 4 fixed to the side outer plate 1, so it is easy to bend around the vertical axis as shown by the thick arrow in Figure 1, so the side structure 1 is easily bent around the vertical axis as shown by the thick arrow in Figure 1. When reversing the entire structure or moving it during assembly, the side structure is curved, making it difficult to work, and if the curvature remains as a permanent strain on the side structure, work must be done to remove the strain. There were some inconveniences. In addition, as shown in Fig. 2, since the side columns 4 of the side structure 1 were welded directly to the overhanging side 7b of the long girder 7 and the upper side of the side beam 9 at point A, the mutual connection became too strong. When a lateral force acts on the side structure as shown by the arrow in Figure 2, stress concentration occurs at the weld at point A, and there is a risk that the weld will suffer fatigue failure.

本考案はこれらの点に鑑みてなされたものであ
り、側構の剛性が大きく、運搬や組立作業が容易
であり、また側構と横方向構体との結合部にフリ
キシビリテイを持たせ結合部特に側柱上下端の結
合部への応力集中を緩和でき疲労破壊することの
ない鉄道車両の側構と横方向構体との結合装置を
提供することを目的とする。
The present invention has been developed in view of these points.The side structure has high rigidity, is easy to transport and assemble, and has flexibility in the joint between the side structure and the lateral structure, making the joint particularly flexible. It is an object of the present invention to provide a coupling device for connecting a side structure and a lateral structure of a railway vehicle, which can relieve stress concentration on the joint portions of the upper and lower ends of side columns and prevent fatigue failure.

以下、本考案を第3〜6図に示す実施例につい
て説明する。
The present invention will be described below with reference to embodiments shown in FIGS. 3 to 6.

第3〜4図は本考案の一実施例を示す。 Figures 3 and 4 show an embodiment of the present invention.

本考案は側構1の側外板4の上下端にそれぞれ
横長の上部縦通材10および下部縦通材11を固
着し、この上部縦通材10および下部縦通材11
を介して側構1を屋根構体2および台枠3に結合
して構成されている。
In the present invention, a horizontally long upper stringer 10 and a lower stringer 11 are fixed to the upper and lower ends of the side skin 4 of the side structure 1, respectively.
The side structure 1 is connected to the roof structure 2 and the underframe 3 via.

更に説明すると、上部縦通材10は横辺10a
と立上がり辺10bとを連設した形状を有し、横
辺10aに連設した取付辺10cを側外板4の上
端にスポツト溶接により固着されている。一方の
下部縦通材11は横片11aと立下がり辺11b
とを連設した形状を有し、横辺11aに連設した
取付辺11cを側外板4の下端部にスポツト溶接
により固着されている。そして、複数の側柱5は
両縦通材10,11の間に渡され側外板4にスポ
ツト溶接12されるとともに上下端部をそれぞれ
両縦通材10,11の横10a,11aに溶接1
3されている。
To explain further, the upper stringer 10 has a horizontal side 10a.
and a rising side 10b are connected to each other, and a mounting side 10c connected to the horizontal side 10a is fixed to the upper end of the side outer plate 4 by spot welding. One lower longitudinal member 11 has a horizontal piece 11a and a falling side 11b.
The attachment side 11c, which is connected to the horizontal side 11a, is fixed to the lower end of the side outer plate 4 by spot welding. The plurality of side columns 5 are passed between the longitudinal members 10 and 11 and spot welded 12 to the side skin 4, and the upper and lower ends are welded to the sides 10a and 11a of the longitudinal members 10 and 11, respectively. 1
3 has been done.

このようにして形成された側構1と屋根構体2
とは、側構1の上端部を長桁7の下方内面に当接
させ、上部縦通材10の立上がり辺10bに連接
した取付辺10dと長桁7の張出し辺7bとを相
互にスポツト溶接14し、一方屋根外板6、長桁
7の縦辺7a、側外板4および取付辺10cを相
互にスポツト溶接15して結合される。また、側
構と台枠3とは、台枠3の側梁9を側構1の下方
内面に当接させ、下部縦通材11の立下がり辺1
1bに連接した取付辺11dと側梁9の上辺9a
とを相互に穴溶接16し、一方側外板4と側梁9
の縦辺9bとを相互にスポツト溶接17して結合
される。
Side structure 1 and roof structure 2 formed in this way
This means that the upper end of the side structure 1 is brought into contact with the lower inner surface of the long girder 7, and the mounting side 10d connected to the rising side 10b of the upper longitudinal member 10 and the overhanging side 7b of the long girder 7 are spot welded together. 14, and on the other hand, the roof outer panel 6, the longitudinal side 7a of the long girder 7, the side outer panel 4, and the attachment side 10c are jointed together by spot welding 15. In addition, the side structure and the underframe 3 are such that the side beam 9 of the underframe 3 is in contact with the lower inner surface of the side structure 1, and the falling side 1 of the lower longitudinal member 11
Mounting side 11d connected to 1b and upper side 9a of side beam 9
and are mutually hole welded 16, and one side outer plate 4 and side beam 9
The longitudinal sides 9b of the two parts are jointed by spot welding 17 to each other.

次に、本実施例の作用を説明する。 Next, the operation of this embodiment will be explained.

側構1は上下端に断面係数の大きい断面をした
横長の上部縦通材10および下部縦通材11を長
手方向に固着したから、剛性が大きくなり鉛直軸
を中心として彎曲することがなくなり、取扱いが
容易となる。
Since the side structure 1 has the horizontally long upper stringer 10 and lower stringer 11 fixed at the upper and lower ends with a cross section having a large section modulus, the rigidity is increased and the structure does not curve around the vertical axis. Easy to handle.

また、側構1と屋根構体2との結合部には、上
部縦通材10の横辺10aおよび立上がり辺10
bと長桁7の張出し辺7bおよび縦辺7aとによ
り断面矩形の上部矩形縦通部が形成され、一方の
側構1と台枠3との結合部にも下部縦通材11の
横辺11aおよび立下がり辺11bと側梁9の上
辺9aと側外板4とにより断面矩形の下部矩形縦
通部が形成されている。この両矩形縦通部はフレ
キシビリテイがあり、側構1に第3図矢印方向の
外力が作用するとその外力方向に傾むくようにし
て変形する(第3図鎖線参照)。従つて両矩形縦
通部の上記変形に外力が費やされ、側柱5と両縦
通材10,11との溶接13部に加わる外力は小
さくなり応力集中は緩和される。これにより、溶
接13の部分が疲労破壊することがなくなる。
In addition, at the joint between the side structure 1 and the roof structure 2, the horizontal side 10a and the rising side 10 of the upper longitudinal member 10 are
An upper rectangular longitudinal section having a rectangular cross section is formed by the protruding side 7b and the vertical side 7a of the long girder 7, and a lower rectangular longitudinal section having a rectangular cross section is also formed at the joint between one side structure 1 and the underframe 3 by the horizontal side 11a and the falling side 11b of the lower longitudinal member 11, the upper side 9a of the side beam 9, and the side outer plate 4. These two rectangular longitudinal sections have flexibility, and when an external force acts on the side structure 1 in the direction of the arrow in Figure 3, they deform so as to tilt in the direction of the external force (see the chain line in Figure 3). Therefore, the external force is used for the above-mentioned deformation of both rectangular longitudinal sections, and the external force applied to the welds 13 between the side column 5 and both longitudinal members 10, 11 is reduced, and stress concentration is alleviated. As a result, fatigue failure of the welds 13 is prevented.

なお、第5図に示すように側柱5と各縦通材1
0,11とはそれぞれがセツトプレート18をス
ポツト溶接19することにより結合することもで
きる。また、第6図に示すように、下部縦通材1
1の横辺11aに連設した取付辺11cを前記実
施例と逆に曲げて形成し、側外板4と側梁9の縦
辺9bとの間に挾んでスポツト溶接するように形
成することもできる。この第5〜6図の実施例
も、第3〜4図に示す実施例と同様に作用する。
In addition, as shown in FIG. 5, the side columns 5 and each longitudinal member 1
0 and 11 can also be connected by spot welding 19 to the set plate 18, respectively. In addition, as shown in Fig. 6, the lower stringer 1
The attachment side 11c connected to the horizontal side 11a of the side beam 1 is formed by bending it in the opposite way to the above embodiment, and is formed so as to be sandwiched and spot welded between the side outer plate 4 and the vertical side 9b of the side beam 9. You can also do it. The embodiment shown in FIGS. 5-6 also operates in the same manner as the embodiment shown in FIGS. 3-4.

このように本考案の鉄道車両の側構と横方向構
体との結合装置は、側構の上下端にそれぞれ上部
縦通材および下部縦通材を取付けたから側構の剛
性が大きくなり鉛直軸回りに彎曲することがなく
なり、運搬や組立作業が容易となり、しかも側外
板に永久ひずみが残らないから外観も美麗に保つ
ことができ、ひずみ除去作業等を要しない。ま
た、側構と横方向構体との結合部にそれぞれ矩形
縦通部を設けるようにしたから、その矩形縦通部
の外力方向への変形により側柱と各縦通部材との
結合部特に溶接部への応力集中が緩和され、その
結合部が疲労破壊することが防止され、車体の耐
久性が向上される等の効果を奏する。
In this way, the device for connecting the side structure and the lateral structure of a railway vehicle according to the present invention has upper and lower longitudinal members attached to the upper and lower ends of the side structure, respectively, which increases the rigidity of the side structure and increases the rigidity around the vertical axis. This eliminates the possibility of bending, making transportation and assembly easier, and since no permanent strain remains on the side outer panels, the appearance can be kept beautiful, and no strain removal work is required. In addition, since a rectangular longitudinal section is provided at each joint between the side structure and the horizontal structure, deformation of the rectangular longitudinal section in the direction of external force will cause welding, especially at the joints between the side columns and each longitudinal member. Stress concentration on the parts is alleviated, fatigue failure of the joint parts is prevented, and the durability of the vehicle body is improved.

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

第1図は従来の結合装置を示す車体内部の斜視
図、第1図の羽根矢視図、第2〜6図は本考案の
鉄道車両の側構と横方向構体との結合装置を示
し、第3図の一実施例を示す一部省略端面図、第
4図は第3図の実施例の斜視図、第5図は他の実
施例を示す第4図同様の斜視図、第6図は更に他
の実施例を示す側構と台枠との結合部を示す端面
図である。 1……側構、2……屋根構体、3……台枠、4
……側外板、5……側柱、6……屋根外板、7…
…長桁、7b……張出し辺、9……側梁、9a…
…上辺、9b……縦辺、10……上部縦通材、1
0a……横辺、10b……立上がり辺、10c,
10d……取付辺、11……下部縦通材、11a
……横辺、11b……立下がり辺、11c,11
d……取付辺。
FIG. 1 is a perspective view of the inside of a car body showing a conventional coupling device, a view taken from the vane arrow in FIG. Fig. 3 is a partially omitted end view showing one embodiment; Fig. 4 is a perspective view of the embodiment shown in Fig. 3; Fig. 5 is a perspective view similar to Fig. 4 showing another embodiment; Fig. 6; FIG. 7 is an end view showing a joint portion between a side structure and an underframe showing still another embodiment. 1... Side structure, 2... Roof structure, 3... Underframe, 4
...Side outer panel, 5... Side pillar, 6... Roof outer panel, 7...
...Long girder, 7b... Overhang side, 9... Side beam, 9a...
...Top side, 9b...Vertical side, 10...Top stringer, 1
0a... horizontal side, 10b... rising side, 10c,
10d...Mounting side, 11...Lower longitudinal member, 11a
...Horizontal side, 11b...Falling side, 11c, 11
d...Mounting side.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 側構の上端部を屋根構体の長桁の下方内側に結
合し、前記側構の下端部内側に台枠の側梁を結合
してなる鉄道車両の側構と横方向構体との結合装
置において、前記側構を側外板の上端部に横辺と
立上がり辺とを連接してなる上部縦通材を前有横
辺に連設した取付辺をもつて固着し、前記側外板
の下端部に横辺と立下がり辺とを連接してなる下
部縦通材を前記横辺に連設した取付辺をもつて固
着するとともに前記側外板の内面および前記両縦
通材間に複数の側柱を取付けて構成し、前記屋根
構体と前記側構の上端とは前記上部縦通材の立上
がり辺に連設した取付辺と前記長桁の張出し辺と
を相互に結合するとともに側外板と屋根外板とを
相互に結合することにより結合し、前記台枠と側
構の下端とは前記下部縦通材の立下がり部に連接
した取付辺と前記側梁の上辺とを結合するととも
に側外板と側梁の縦辺とを結合することにより結
合したことを特徴とする鉄道車両の側構と横方向
構体との結合装置。
In a coupling device for a side structure and a lateral structure of a railway vehicle, the upper end of the side structure is coupled to the lower inner side of a long girder of a roof structure, and the side beam of an underframe is coupled to the inner lower end of the side structure. , the side structure is fixed to the upper end of the side outer plate with an upper stringer formed by connecting the horizontal side and the rising side with a mounting side connected to the front horizontal side, and the lower end of the side outer plate A lower stringer formed by connecting a horizontal side and a falling side is fixed to the part with a mounting side connected to the horizontal side, and a plurality of lower stringers are attached to the inner surface of the side skin plate and between the two longitudinals. The roof structure and the upper end of the side structure are configured by attaching side columns, and the upper end of the roof structure and the side structure mutually connects the mounting edge connected to the rising edge of the upper stringer and the overhanging edge of the long girder, and also connects the side outer plate. The underframe and the lower end of the side structure are connected by connecting the mounting edge connected to the falling part of the lower stringer and the upper edge of the side beam. 1. A device for connecting a side structure and a lateral structure of a railway vehicle, characterized in that the side structure and the lateral structure are connected by bonding a side shell plate and a vertical side of a side beam.
JP43881U 1981-01-06 1981-01-06 Expired JPS635983Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP43881U JPS635983Y2 (en) 1981-01-06 1981-01-06

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP43881U JPS635983Y2 (en) 1981-01-06 1981-01-06

Publications (2)

Publication Number Publication Date
JPS57113264U JPS57113264U (en) 1982-07-13
JPS635983Y2 true JPS635983Y2 (en) 1988-02-19

Family

ID=29799024

Family Applications (1)

Application Number Title Priority Date Filing Date
JP43881U Expired JPS635983Y2 (en) 1981-01-06 1981-01-06

Country Status (1)

Country Link
JP (1) JPS635983Y2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2008068860A1 (en) * 2006-12-06 2008-06-12 The Kinki Sharyo Co., Ltd. Body skeleton structure of rolling stock

Families Citing this family (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007062440A (en) * 2005-08-29 2007-03-15 Nippon Sharyo Seizo Kaisha Ltd Body structure for railway vehicle
JP4662837B2 (en) * 2005-10-26 2011-03-30 東急車輛製造株式会社 Articulated railcar structure
JP4809050B2 (en) * 2005-12-14 2011-11-02 近畿車輌株式会社 Railway vehicle body structure
JP5840426B2 (en) * 2011-09-02 2016-01-06 株式会社総合車両製作所 Internal structure of railway vehicles
JP5939753B2 (en) * 2011-09-02 2016-06-22 株式会社総合車両製作所 Internal structure of railway vehicles

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2008068860A1 (en) * 2006-12-06 2008-06-12 The Kinki Sharyo Co., Ltd. Body skeleton structure of rolling stock

Also Published As

Publication number Publication date
JPS57113264U (en) 1982-07-13

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