JPH0211431Y2 - - Google Patents
Info
- Publication number
- JPH0211431Y2 JPH0211431Y2 JP1984149688U JP14968884U JPH0211431Y2 JP H0211431 Y2 JPH0211431 Y2 JP H0211431Y2 JP 1984149688 U JP1984149688 U JP 1984149688U JP 14968884 U JP14968884 U JP 14968884U JP H0211431 Y2 JPH0211431 Y2 JP H0211431Y2
- Authority
- JP
- Japan
- Prior art keywords
- boom
- plate
- side plates
- plates
- lower plate
- 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
Links
- 230000000630 rising effect Effects 0.000 claims description 19
- 238000003466 welding Methods 0.000 description 13
- 230000003014 reinforcing effect Effects 0.000 description 8
- 238000004519 manufacturing process Methods 0.000 description 4
- 238000005452 bending Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 230000002411 adverse Effects 0.000 description 1
- 230000007423 decrease Effects 0.000 description 1
- 238000010008 shearing Methods 0.000 description 1
Landscapes
- Jib Cranes (AREA)
Description
【考案の詳細な説明】
(産業上の利用分野)
本考案は油圧トラツククレーン等の自走式クレ
ーンに使用される箱形ブームの改良に関するもの
である。[Detailed Description of the Invention] (Field of Industrial Application) The present invention relates to an improvement of a box-shaped boom used in self-propelled cranes such as hydraulic truck cranes.
(従来技術)
自走式クレーン用箱形ブームは、一般に、第4
図に示すように左右両側板a1,a2と上板b、下板
cとによつて矩形断面形状に形成される。このブ
ームには、曲げモーメント、剪断力、軸力等が加
えられるが、メンバー別にみるととくに上板bお
よび下板cに高応力が作用する。このため、通
常、上板bと下板cには厚板を使用し、これらよ
りも応力の小さい左右両側板a1,a2にはできるだ
け薄い板を使用してブームの軽量化を図つている
が、その結果、側板a1,a2の座屈強度が問題とな
る。(Prior art) Box-shaped booms for self-propelled cranes generally have a fourth
As shown in the figure, it is formed into a rectangular cross-sectional shape by left and right side plates a 1 and a 2 , an upper plate b, and a lower plate c. Bending moment, shearing force, axial force, etc. are applied to this boom, but when looking at each member, particularly high stress acts on the upper plate b and the lower plate c. For this reason, thick plates are usually used for the upper plate b and lower plate c, and thinner plates are used for the left and right side plates a 1 and a 2 , which have lower stress than these, in order to reduce the weight of the boom. However, as a result, the buckling strength of the side plates a 1 and a 2 becomes a problem.
そこで従来、この側板a1,a2の座屈対策とし
て、第4図に示すように両側板a1,a2の上下両側
外面に全長に亘つて補強板d1,d2を取付けて座屈
強度を高めるようにしている。しかし、こうする
と補強板溶接分、ブームの製作工数が増えるだけ
でなく、薄板の側板a1,a2に補強板d1,d2を溶接
する際の溶接歪によつて側板a1,a2がいわゆる波
打ち状を呈し、ブーム強度に悪影響をおよぼす。
この点の解決策として、予め側板a1,a2に補強板
d1,d2を溶接し、かつ溶接歪をローラ等で矯正し
た後、該側板a1,a2と上板bおよび下板cとを溶
接する等の手段を講じているが、増々ブーム製作
工数が増加し、製作性が低下するとともにコスト
高となる。 Conventionally, as a countermeasure against buckling of the side plates a 1 and a 2 , reinforcing plates d 1 and d 2 were attached to the outer surfaces of both the upper and lower sides of the side plates a 1 and a 2 over the entire length, as shown in Fig. 4. I am trying to increase the bending strength. However, this not only increases the number of man-hours for manufacturing the boom by welding the reinforcing plates, but also causes distortion in welding when welding the reinforcing plates d 1 , d 2 to the thin side plates a 1 , a 2 . 2 exhibits a so-called wavy shape, which adversely affects the strength of the boom.
As a solution to this point, we installed reinforcing plates on the side plates a 1 and a 2 in advance.
After welding d 1 and d 2 and correcting the welding distortion with rollers, etc., weld the side plates a 1 and a 2 to the upper plate b and the lower plate c. The number of manufacturing steps increases, productivity decreases, and costs increase.
一方、箱形ブームにあつては、四隅角部にとく
に高応力が作用するが、従来のブームは、この四
隅角部でメンバーa1,a2,b,c同士を溶接して
いるため、該溶接部分の強度上、非常に不利とな
つていた。 On the other hand, in the case of a box-shaped boom, particularly high stress acts on the four corners, but in conventional booms, members a 1 , a 2 , b, and c are welded together at these four corners. This was very disadvantageous in terms of the strength of the welded portion.
(考案の目的)
本考案は上記の事情に鑑み、側板座屈強度の確
保と、ブーム軽量化という二つの前提条件を満足
しながら、従来の補強板を省略でき、これにより
ブーム製作性の向上およびコストの低廉化を実現
でき、しかもメンバー溶接強度上有利な自走式ク
レーン用箱形ブームを提供せんとするものであ
る。(Purpose of the invention) In view of the above circumstances, the present invention satisfies the two prerequisites of securing side plate buckling strength and reducing the weight of the boom, while omitting the conventional reinforcing plate, thereby improving boom manufacturability. It is an object of the present invention to provide a box-shaped boom for a self-propelled crane that can realize cost reduction and is advantageous in terms of member welding strength.
(考案の構成)
本考案は、左右両側板と、この両側板よりも厚
みの大なる上板および下板の四つのメンバーによ
つて構成される自走式クレーン用箱形ブームにお
いて、上記上板および下板を、幅方向両側に立ち
上がり部を一体に有する断面U字形に形成し、こ
の上板および下板の少なくとも一方のメンバーの
立ち上がり部は、その高さがブーム先端側から根
元側に向かつて高くなる形状に形成し、この上板
および下板の両側立ち上がり部と上記左右両側板
の上下両端部とを溶接結合してなるものである。(Structure of the invention) The present invention is a box-shaped boom for a self-propelled crane that is composed of four members: left and right side plates, and an upper plate and a lower plate that are thicker than the left and right side plates. The plate and the lower plate are formed into a U-shaped cross section that integrally has rising parts on both sides in the width direction, and the rising part of at least one member of the upper plate and the lower plate has a height that increases from the boom tip side to the boom base side. It is formed into a shape that becomes higher in the direction, and the raised portions of the upper and lower plates are welded to the upper and lower end portions of the left and right side plates.
(実施例)
第1図乃至第3図に本考案の実施例を示してい
る。1,1は左右両側板、2は上板、3は下板
で、高応力が作用する上板2および下板3は厚板
にて形成し、両側板1,1はブームの軽量化のた
めに薄板にて形成している。(Embodiment) An embodiment of the present invention is shown in FIGS. 1 to 3. 1 and 1 are left and right side plates, 2 is an upper plate, and 3 is a lower plate. The upper plate 2 and the lower plate 3, which are subject to high stress, are made of thick plates, and the side plates 1 and 1 are made of thick plates to reduce the weight of the boom. Therefore, it is made of thin plate.
上板2および下板3は、それぞれ幅方向両側に
垂直な立ち上がり部21,21および31,31
を一体に備えた断面U字形に形成し、この上板2
および下板3の両側立ち上がり部21,31の先
端面と、左右両側板1,1の上下両端面とを突き
合わせ溶接することによつて、本考案にかかる矩
形断面の箱形ブームを構成している。4……は溶
接部である。なお、第1図には、上記突き合わせ
部分の内外で溶接した場合を示しているが、外側
のみで溶接してもよい。 The upper plate 2 and the lower plate 3 have vertical rising parts 21, 21 and 31, 31 on both sides in the width direction, respectively.
This upper plate 2 is formed into a U-shaped cross section integrally equipped with
A box-shaped boom with a rectangular cross section according to the present invention is constructed by butt welding the end surfaces of the rising portions 21, 31 on both sides of the lower plate 3 and the upper and lower end surfaces of the left and right side plates 1, 1. There is. 4... is a welded part. Although FIG. 1 shows a case in which welding is performed on the inside and outside of the abutting portion, welding may be performed only on the outside.
このブーム構成によると、上板2および下板3
の両側立ち上がり部21,31が両側板1,1の
上下両側延長部分となつてこれらでブーム側板部
が形成され、この厚肉の立ち上がり部21,31
によつて、ブーム側板部全体として、第4図に示
す補強板付き側板a1,a2と変わらない十分な座屈
強度が確保されることとなる。また、ブーム側板
部の上下両側部分(立ち上がり部21,31)を
除く中間部分たる側板1,1は薄板であるため、
ブーム軽量化というもう一つの前提条件も、従来
同様、満足することとなる。 According to this boom configuration, the upper plate 2 and the lower plate 3
The rising portions 21, 31 on both sides of the side plates 1, 1 are extended portions of the upper and lower sides of the side plates 1, 1 to form boom side plate portions, and the thick rising portions 21, 31
As a result, sufficient buckling strength is ensured for the boom side plate portion as a whole, which is the same as that of the side plates a 1 and a 2 with reinforcing plates shown in FIG. 4. In addition, since the side plates 1, 1, which are the intermediate portions of the boom side plates excluding the upper and lower sides (rising portions 21, 31), are thin plates,
Another prerequisite of reducing the weight of the boom will also be satisfied as before.
ところで、側板座屈荷重は、通常、ブーム先端
側よりも根元側で大きくなるため、このブーム根
元側の座屈強度を大きくとる必要がある。そこで
このブームにおいては、第2,3図に示すよう
に、下板3の両側立ち上がり部31,31を、ブ
ーム根元側の高さH1がブーム先端側の高さH2よ
りも高い傾斜(不等高)壁状に形成している。こ
うすれば、ブーム根元側に大きな座屈強度を確保
しながら、下板立ち上がり部31,31を全長に
亘つてこのブーム根元側高さH1をもつた等高壁
状とした場合と比較してブーム全体が軽量です
む。 By the way, since the side plate buckling load is normally larger on the boom base side than on the boom tip side, it is necessary to increase the buckling strength on the boom base side. Therefore, in this boom, as shown in FIGS. 2 and 3, the rising portions 31 and 31 on both sides of the lower plate 3 are sloped so that the height H 1 on the boom base side is higher than the height H 2 on the boom tip side. (unequal height) formed like a wall. By doing this, while ensuring a large buckling strength on the boom base side, compared to the case where the lower plate rising parts 31, 31 are made into a uniform wall shape with a height H 1 on the boom base side over the entire length. The entire boom is lightweight.
なお、上板2の立ち上がり部21,21を上記
傾斜壁状に形成した場合も同様の効果を得ること
ができる。あるいは、上板2および下板3双方の
立ち上がり部21,21および31,31をとも
に傾斜壁状に形成してもよい。 Note that the same effect can be obtained when the rising portions 21, 21 of the upper plate 2 are formed into the above-mentioned inclined wall shape. Alternatively, the rising portions 21, 21 and 31, 31 of both the upper plate 2 and the lower plate 3 may be formed into inclined wall shapes.
(考案の効果)
以上述べたように本考案の自走式クレーン用箱
形ブームによるときは、厚みの大なる上板2およ
び下板3の幅方向両側に立ち上がり部21,31
を一体に連設し、この立ち上がり部21,31
と、薄板からなる両側板1,1とを溶接結合して
ブーム側板部を構成してあるため、十分な側板座
屈強度の確保と、ブームの軽量化という二つの前
提条件を満足しながら、従来の補強板を省略する
ことができる。したがつて、この補強板の溶接工
程、およびその溶接歪の矯正工程が不要となるた
め、ブーム製作性を向上できるとともに、溶接費
を含むブーム製作コストを低廉化することができ
る。(Effect of the invention) As described above, when using the box-shaped boom for a self-propelled crane of the invention, the rising portions 21 and 31 are formed on both sides of the thick upper plate 2 and lower plate 3 in the width direction.
are integrally connected, and these rising parts 21, 31
Since the boom side plates are constructed by welding and joining the side plates 1 and 1 made of thin plates, the two prerequisites of securing sufficient buckling strength of the side plates and reducing the weight of the boom are satisfied. Conventional reinforcing plates can be omitted. Therefore, the step of welding the reinforcing plate and the step of correcting the welding distortion are not necessary, so that the boom manufacturing efficiency can be improved and the boom manufacturing cost including welding cost can be reduced.
しかも、上板および下板の一方または双方の立
ち上がり部を、その高さがブーム先端側から根元
側に向かつて高くなる形状に形成したから、側板
のうちでも大きな座屈荷重がかかるブーム根元側
に大きな座屈強度を確保することができる。すな
わち、ブームの軽量化と座屈強度の確保という基
本目的を最も効果的に達成することができるもの
である。 Moreover, because the rising portions of one or both of the upper and lower plates are formed in a shape that increases in height from the tip of the boom toward the base, the base of the boom is subject to the largest buckling load among the side plates. Large buckling strength can be ensured. In other words, it is possible to most effectively achieve the basic objectives of reducing the weight of the boom and ensuring buckling strength.
また、溶接部4……が、従来ブームのように四
隅角部でなく、上記立ち上がり部21,31の先
端部という、四隅角部から離れた位置に存在する
ため、この溶接部の強度上、非常に有利となる。 In addition, since the welded portions 4 are located at the tips of the rising portions 21 and 31, rather than at the four corners as in conventional booms, the strength of these welded portions is It will be very advantageous.
第1図は本考案の実施例を示す断面図、第2図
は同部分側面図、第3図は下板の一部切欠斜視
図、第4図は従来ブームの断面図である。
1,1……左右両側板、2……上板、21,2
1……両側立ち上がり部、3……下板、31,3
1……両側立ち上がり部。
FIG. 1 is a sectional view showing an embodiment of the present invention, FIG. 2 is a side view of the same part, FIG. 3 is a partially cutaway perspective view of the lower plate, and FIG. 4 is a sectional view of a conventional boom. 1, 1...Both left and right plates, 2...Top plate, 21,2
1...Both rising parts, 3...Lower plate, 31,3
1...Rising portions on both sides.
Claims (1)
上板および下板の四つのメンバーによつて構成さ
れる自走式クレーン用箱形ブームにおいて、上記
上板および下板を、幅方向両側に立ち上がり部を
一体に有する断面U字形に形成し、この上板およ
び下板の少なくとも一方のメンバーの立ち上がり
部は、その高さがブーム先端側から根元側に向か
つて高くなる形状に形成し、この上板および下板
の両側立ち上がり部と上記左右両側板の上下両端
部とを溶接結合してなることを特徴とする自走式
クレーン用箱形ブーム。 In a box-shaped boom for a self-propelled crane, which is composed of four members: left and right side plates, and an upper plate and a lower plate that are thicker than the left and right side plates, the upper plate and the lower plate are attached to both sides in the width direction. The boom is formed to have a U-shaped cross section integrally having a rising part, and the rising part of at least one of the upper plate and the lower plate is formed in a shape in which the height increases from the tip side to the base side of the boom, A box-shaped boom for a self-propelled crane, characterized in that the raised portions of the upper and lower plates are welded to the upper and lower ends of the left and right side plates.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP1984149688U JPH0211431Y2 (en) | 1984-10-02 | 1984-10-02 |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP1984149688U JPH0211431Y2 (en) | 1984-10-02 | 1984-10-02 |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS6165087U JPS6165087U (en) | 1986-05-02 |
JPH0211431Y2 true JPH0211431Y2 (en) | 1990-03-22 |
Family
ID=30707857
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP1984149688U Expired JPH0211431Y2 (en) | 1984-10-02 | 1984-10-02 |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH0211431Y2 (en) |
Families Citing this family (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP5490447B2 (en) * | 2009-06-18 | 2014-05-14 | 日本発條株式会社 | Seat back frame |
DE202009009143U1 (en) * | 2009-07-07 | 2009-09-03 | Terex Demag Gmbh | Telescopic boom for cranes, in particular mobile cranes |
DE202016003525U1 (en) * | 2016-06-03 | 2016-06-23 | Liebherr-Werk Ehingen Gmbh | Telescopic profile with variable impact |
DE102017223240A1 (en) * | 2017-12-19 | 2019-06-19 | Putzmeister Engineering Gmbh | Concrete pump mast arm segment with longitudinally variable plate thickness and method of making such a concrete pump mast arm segment |
Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS51141153A (en) * | 1975-05-27 | 1976-12-04 | Fmc Corp | Crane boom assembly and its side plate |
JPS5226697U (en) * | 1975-08-14 | 1977-02-24 |
Family Cites Families (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS55101878U (en) * | 1979-01-09 | 1980-07-16 |
-
1984
- 1984-10-02 JP JP1984149688U patent/JPH0211431Y2/ja not_active Expired
Patent Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS51141153A (en) * | 1975-05-27 | 1976-12-04 | Fmc Corp | Crane boom assembly and its side plate |
JPS5226697U (en) * | 1975-08-14 | 1977-02-24 |
Also Published As
Publication number | Publication date |
---|---|
JPS6165087U (en) | 1986-05-02 |
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