JPS6123497Y2 - - Google Patents

Info

Publication number
JPS6123497Y2
JPS6123497Y2 JP14469880U JP14469880U JPS6123497Y2 JP S6123497 Y2 JPS6123497 Y2 JP S6123497Y2 JP 14469880 U JP14469880 U JP 14469880U JP 14469880 U JP14469880 U JP 14469880U JP S6123497 Y2 JPS6123497 Y2 JP S6123497Y2
Authority
JP
Japan
Prior art keywords
rail
rail material
overlapping portion
materials
wall
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
JP14469880U
Other languages
Japanese (ja)
Other versions
JPS5766973U (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 JP14469880U priority Critical patent/JPS6123497Y2/ja
Publication of JPS5766973U publication Critical patent/JPS5766973U/ja
Application granted granted Critical
Publication of JPS6123497Y2 publication Critical patent/JPS6123497Y2/ja
Expired legal-status Critical Current

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  • Arc Welding In General (AREA)
  • Butt Welding And Welding Of Specific Article (AREA)

Description

【考案の詳細な説明】 この考案はダンプ車、バルク車、貨車等に使用
するベツセルの構造に係る。
[Detailed description of the invention] This invention relates to the structure of a vehicle used in dump trucks, bulk cars, freight cars, etc.

従来のこの種ベツセルの構造は例えば第1図に
示すようなものであつて、厚板を曲げたコーナー
部a及び上わくbと、壁部c及び底部dを溶接に
よつて接合して容器eを形成し、その外面に沿つ
て溝形鋼fを曲げ加工し、各部材の接触部に沿つ
て全周溶接するようにしてあり、このような構造
とした結果、次のような欠点が指摘されている。
すなわち、 組立工程が多いため、作業時間がかヵる(曲
げ加工、曲面の溶接)。
The conventional structure of this type of vessel is as shown in Fig. 1, for example, in which a corner part a and a top frame b, which are made by bending a thick plate, are joined by welding to a wall part c and a bottom part d to form a container. e, bending channel steel f along its outer surface, and welding the entire circumference along the contact areas of each member.As a result of this structure, the following drawbacks are found: It has been pointed out.
In other words, there are many assembly steps, which takes time (bending, welding of curved surfaces).

板曲げ、溶接の各熟練工が必要である。 Skilled workers are required for sheet bending and welding.

材料費に比して加工費が高価となる。 Processing costs are higher than material costs.

鋼製とした場合は重量が嵩む。 If it is made of steel, it will be heavy.

この考案は上記さたような従来構造の欠点をす
べて解消しかつ独立の実用上の効果が得られるよ
うにしたものであつて、以下に図面に示す実施例
にしたがつて詳細に説明する。
This invention eliminates all the drawbacks of the conventional structure as described above and achieves independent practical effects, and will be described in detail below with reference to embodiments shown in the drawings.

この考案をダンプ車のベツセルに適用した例を
示す第2図において、壁体1を構成する上レー
ル、中レール、コーナーレールの各レール材2,
3,4及び補強梁5はアルミニウム合金の押出形
成から成り、底板6はアルミニウム合金の厚板か
ら成る。
In FIG. 2, which shows an example in which this invention is applied to a dump truck bed cell, each rail material 2 of the upper rail, middle rail, and corner rail constituting the wall body 1,
3, 4 and the reinforcing beam 5 are made of extruded aluminum alloy, and the bottom plate 6 is made of a thick plate of aluminum alloy.

前記各レール材2,3,4は上下に接合して前
記壁体1を構成するものであるが、上レール2と
中レール3の接合は重ね合わせ接合により、かつ
重ね合わせ接合部の外側においては重ね合わせ
(すみ肉)溶接部7を形成し、内側には突き合わ
せ溶接用のV型開先部8を形成するのである。こ
の場合、壁体1の内側面を面一にするため、外側
になるレール材例えば一方のレール材2の重ね合
わせ部分2′は下端に前記重ね合わせ溶接部7の
一方を形成する角形部2aを先端(すなわちこの
場合下端)に有する薄肉でしかも後退した部分と
され、この重ね合わせ部分2′の上端のレール基
板との境には、前記開先部8の一方を形成する傾
斜段部2″を有するようにする。そして前記重ね
合わせ部分2′と重なり合う他方のレール材3の
重ね合わせ部分はベツセルの深さ調整用の寸法調
整片3′とし、その上端には、前記開先部8の他
方を形成すべく前記傾斜段部2″と対称的な傾斜
面3″を有し、かつ、その内側面すなわちベツセ
ル内壁面を構成する面には適宜間隔(10mm単位ぐ
らい)で細条9を刻設し、調整すべき寸法に前記
寸法調整片3′を切り縮める際の指標とするので
ある。
The respective rail materials 2, 3, and 4 are vertically joined to form the wall 1, and the upper rail 2 and the middle rail 3 are joined by overlapping joints, and at the outside of the overlapping joints. An overlap (fillet) weld 7 is formed, and a V-shaped groove 8 for butt welding is formed inside. In this case, in order to make the inner surface of the wall 1 flush, the overlapping portion 2' of the outer rail material 2, for example, one of the rail materials 2, has a rectangular portion 2a forming one of the overlapping welded portions 7 at the lower end. It is a thin and recessed portion having a tip (i.e., lower end in this case) at the tip (that is, the bottom end in this case), and at the border with the rail board at the upper end of this overlapping portion 2', there is an inclined stepped portion 2 forming one of the groove portions 8. The overlapped portion of the other rail material 3 that overlaps the overlapped portion 2' is a dimension adjustment piece 3' for adjusting the depth of the vessel, and the groove portion 8 is provided at its upper end. It has an inclined surface 3'' symmetrical to the inclined stepped portion 2'' to form the other side of the inclined step 2'', and the inner surface thereof, that is, the surface constituting the inner wall surface of the vessel, is provided with strips 9 at appropriate intervals (approximately 10 mm units). is engraved to serve as an index when cutting the size adjustment piece 3' to the size to be adjusted.

なおコーナーレールを構成するレール材4の一
端には内側にV型開先部10を有する形溝4′
を形成し、この形溝4′に前記補強梁5の一端
を支える構造となつている。またレール材3とレ
ール材4とはその接合部の外側縁部に互いに回転
嵌合する突縁11と凹溝12を、内側縁部には前
記と同様な突き合わせ溶接用開先部13を形成
し、前記嵌合をした後、溶接にて連結される。更
に積荷の荷重分布に適した経済強度とするため、
各レール材の厚さを底板6の厚さより上にゆくに
したがつて薄くなるように構成する。
Note that one end of the rail material 4 constituting the corner rail has a groove 4' having a V-shaped groove 10 on the inside.
is formed, and one end of the reinforcing beam 5 is supported in this shaped groove 4'. In addition, the rail material 3 and the rail material 4 have a protrusion 11 and a groove 12 that rotatably fit each other on the outer edge of the joint, and a groove 13 for butt welding similar to the above is formed on the inner edge. After the above-mentioned fitting, they are connected by welding. Furthermore, in order to achieve economical strength suitable for the load distribution of the cargo,
The thickness of each rail material is configured to become thinner as it goes above the thickness of the bottom plate 6.

上記構成から成るこの考案の壁体構造の組立順
序は次の通りである。
The assembly order of the wall structure of this invention having the above configuration is as follows.

先ずコーナーレールとしてレール材4に補強梁
5を仮組みし、底板6をのせて、両部材をベツセ
ルの内側から前記開先部10にて溶接し、次いで
前記レール材4上にレール材3を前記外側縁部で
の回転嵌合及び内側縁部の前記溶接開先部13で
の溶接にて接合する。次に前記内外2箇所の溶接
部7,8にてレール材2とレール材3を溶接した
後、内側溶接部を平坦に仕上げる。
First, the reinforcing beam 5 is temporarily assembled on the rail material 4 as a corner rail, the bottom plate 6 is placed on it, and both members are welded from the inside of the bessel at the groove portion 10. Then, the rail material 3 is placed on the rail material 4. They are joined by rotational fitting at the outer edge and welding at the welding groove 13 at the inner edge. Next, after welding the rail material 2 and the rail material 3 at the two inner and outer welding parts 7 and 8, the inner welded part is finished flat.

以上説明したようなこの考案の壁体構造を採用
した結果、次に列記するような作用、効果が得ら
れる。すなわち、 (1) 溶接部の長さが約1/3に減少し、かつ溶接部
や溶接開先部が寸法精度がよいため溶接方法と
して直線の連続自動溶接が容易に採用できるの
で組立工数が軽減される。
As a result of adopting the wall structure of this invention as explained above, the following functions and effects can be obtained. In other words, (1) The length of the weld is reduced to about 1/3, and the weld and weld groove have good dimensional accuracy, so continuous automatic welding in a straight line can be easily adopted as the welding method, reducing assembly man-hours. Reduced.

(2) 各レール材は一体構造であるため機械的強度
が高い。
(2) Each rail material has a monolithic structure, so it has high mechanical strength.

(3) 接合部において内側と外側の上下にずれた2
固所に溶接部が形成され、かつ重ね合わせ部分
があるので剛性が高く、溶接によつても歪や反
りが発生しにくい。
(3) Vertical deviation between the inside and outside at the joint 2
Since welds are formed at fixed locations and there are overlapping parts, it has high rigidity and is less prone to distortion or warping even during welding.

(4) 内壁の必要板厚を積荷の荷重分布に応じて適
正に設計可能である。
(4) The required thickness of the inner wall can be appropriately designed according to the load distribution of the cargo.

(5) 指標となる細条にしたがつて寸法調整片を切
り縮めることによつて容易にベツセルの必要高
さを求めることができる。
(5) The required height of the betu cell can be easily determined by cutting down the dimension adjustment piece according to the strip that serves as an index.

(6) 組立工数の軽減と材料の節約とによつて加工
費を低減化できる。
(6) Processing costs can be reduced by reducing assembly man-hours and saving materials.

(7) 材料としてアルミニウム合金を使用するこを
によつて、ベツセルの重量を従来品と比較して
ほぼ半減できるため、積載量の増加を達成で
き、また車体自重が軽くなるから積荷がない場
合の動力節減ができ、省エネルギに貢献するも
のである。
(7) By using aluminum alloy as the material, the weight of the Vetsu cell can be reduced by almost half compared to conventional products, which increases the loading capacity, and also reduces the weight of the vehicle itself, so it can be used even when there is no load. This reduces power consumption and contributes to energy conservation.

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

第1図は従来構造の一例の斜視図で、第2図は
この考案の一実施例の要部断面図である。 なお図において、1……壁体、2,3,4……
レール材、2″……傾斜段部、5……補強梁、6
……底板、7……重ね合わせ溶接部、8……V型
開先部、3″……傾斜面である。
FIG. 1 is a perspective view of an example of a conventional structure, and FIG. 2 is a sectional view of a main part of an embodiment of this invention. In the figure, 1... wall, 2, 3, 4...
Rail material, 2″... Inclined step, 5... Reinforcement beam, 6
. . . Bottom plate, 7. Overlap welded portion, 8.

Claims (1)

【実用新案登録請求の範囲】 1 アルミニウム押出形材からなる複数のレール
材を上下に数段接合して壁体を構成するものに
おいて、一方のレール材の重ね合わせ部分を薄
肉とし、この薄肉部の先端を角形部とし、かつ
この薄肉部のレール基板との境には傾斜段部を
形成するとともに、他方のレール材の重ね合わ
せ部分の先端にも前記傾斜段部と対称的な傾斜
面をそれぞれ一体に形成し、両レール材を重ね
合めせ部分にて重ね合わせ、一方のレール材の
前記角形部と他方のレール材の基板との間に重
ね合わせ溶接をし、一方のレール材の傾斜段部
と他方のレール材先端の傾斜面との間に形成さ
れるV型開先部を突き合わせ溶接して、両レー
ル材を接合してなる輸送用ベツセルの壁体構
造。 2 前記レール材の重ね合わせ部における他方の
レール材の重ね合わせ部分を寸法調整片とし切
断の指標となる細条を適宜間隔で刻設して成る
実用新案登録請求の範囲第1項記載の輸送用ベ
ツセルの壁体構造。 3 前記レール材がその肉厚が上方のレール材ほ
ど薄くなるように構成して成る実用新案登録請
求の範囲第1項記載の輸送用ベツセルの壁体構
造。
[Claims for Utility Model Registration] 1. In a wall constructed by joining a plurality of rail materials made of extruded aluminum sections vertically in several stages, the overlapping portion of one of the rail materials is made thin, and the thin wall portion The tip of the rail material is a square portion, and an inclined stepped portion is formed at the border of this thin portion with the rail board, and an inclined surface symmetrical to the inclined stepped portion is also formed at the tip of the overlapping portion of the other rail material. They are formed integrally, the two rail materials are overlapped at the overlapping portion, and overlap welding is performed between the square portion of one rail material and the substrate of the other rail material, and the slope of one rail material is A wall structure of a transportation vessel in which both rail materials are joined by butt welding a V-shaped groove formed between a step and an inclined surface at the tip of the other rail material. 2. Transportation according to claim 1 of the utility model registration claim, in which the overlapping portion of the other rail material in the overlapping portion of the rail material is used as a dimension adjustment piece and strips serving as cutting indicators are carved at appropriate intervals. The wall structure of Bethusel. 3. The wall structure of a transportation vessel according to claim 1, wherein the rail material is constructed such that the thickness of the rail material becomes thinner as it goes higher.
JP14469880U 1980-10-13 1980-10-13 Expired JPS6123497Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP14469880U JPS6123497Y2 (en) 1980-10-13 1980-10-13

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP14469880U JPS6123497Y2 (en) 1980-10-13 1980-10-13

Publications (2)

Publication Number Publication Date
JPS5766973U JPS5766973U (en) 1982-04-21
JPS6123497Y2 true JPS6123497Y2 (en) 1986-07-14

Family

ID=29504388

Family Applications (1)

Application Number Title Priority Date Filing Date
JP14469880U Expired JPS6123497Y2 (en) 1980-10-13 1980-10-13

Country Status (1)

Country Link
JP (1) JPS6123497Y2 (en)

Also Published As

Publication number Publication date
JPS5766973U (en) 1982-04-21

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