JPH0511278Y2 - - Google Patents

Info

Publication number
JPH0511278Y2
JPH0511278Y2 JP1986129005U JP12900586U JPH0511278Y2 JP H0511278 Y2 JPH0511278 Y2 JP H0511278Y2 JP 1986129005 U JP1986129005 U JP 1986129005U JP 12900586 U JP12900586 U JP 12900586U JP H0511278 Y2 JPH0511278 Y2 JP H0511278Y2
Authority
JP
Japan
Prior art keywords
jib
mobile crane
fixed
torsional moment
diagonal
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 - Lifetime
Application number
JP1986129005U
Other languages
Japanese (ja)
Other versions
JPS6335790U (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 JP1986129005U priority Critical patent/JPH0511278Y2/ja
Publication of JPS6335790U publication Critical patent/JPS6335790U/ja
Application granted granted Critical
Publication of JPH0511278Y2 publication Critical patent/JPH0511278Y2/ja
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Description

【考案の詳細な説明】 [産業上の利用分野] 本考案は、移動式クレーンのジブ構造に関する
ものである。
[Detailed Description of the Invention] [Industrial Application Field] The present invention relates to a jib structure for a mobile crane.

[従来の技術] 移動式クレーンにおいては、インナージブとア
ウタージブとを備え、輸送時にアウタージブをイ
ンナージブの横に折畳んでジブ全長を短くできる
ようにしたものがある。而して、近年の移動式ク
レーンはジブが長大化する傾向にある。
[Prior Art] Some mobile cranes include an inner jib and an outer jib, and the outer jib can be folded next to the inner jib during transportation to shorten the overall length of the jib. In recent years, mobile cranes have tended to have longer jibs.

[考案が解決しようとする問題点] しかしながら、このようにジブが長大化する
と、インナージブに対してのアウタージブ折畳み
時のねじりモーメントを増大させることになり、
インナージブを構成するトラス構造の斜材に座屈
を発生させる虞を有していた。
[Problems to be solved by the invention] However, when the jib becomes longer like this, the torsional moment when the outer jib is folded relative to the inner jib increases.
There was a risk that buckling would occur in the diagonal members of the truss structure that constituted the inner jib.

そこで、斜材の径を太くすることが考えられた
が、この場合、重量が大幅に増加してしまう問題
があつた。
Therefore, it has been considered to increase the diameter of the diagonal members, but in this case, there was a problem that the weight would increase significantly.

本考案は斯かる実情に鑑み、重量を大幅に増加
させることなくインナージブのねじりモーメント
に対する強度アツプを図ろうとするものである。
In view of these circumstances, the present invention attempts to increase the strength of the inner jib against torsional moments without significantly increasing the weight.

[問題点を解決するための手段] 本考案は、所定の間隔を保つて配設された4本
の主材と一端が隣接する主材の一方に且つ他端が
他方の主材に固着された斜材とを有するトラス構
造のインナージブの先端部に、アウタージブを前
記インナージブの側方に折畳み得るように連結し
た移動式クレーンのジブ構造において、前記アウ
タージブをインナージブの側方に折畳んだ際に、
ねじりモーメントにより圧縮力を受ける隣接した
斜材同士をガセツトにより互いに固着した構成を
有する。
[Means for solving the problem] The present invention consists of four main members arranged at predetermined intervals, one end of which is fixed to one of the adjacent main members, and the other end of which is fixed to the other main member. In the jib structure of a mobile crane, an outer jib is connected to the tip of an inner jib having a truss structure and a diagonal member so that the outer jib can be folded to the side of the inner jib. When the time comes,
Adjacent diagonal members that receive compressive force due to torsional moment are fixed to each other by gussets.

[作用] 従つて、圧縮力を受ける斜材は、圧縮力を実質
的に受ける部分の長さが短くなり、座屈し難くな
る。これによつてインナージブの強度がアツプす
る。
[Operation] Therefore, in the diagonal member that receives compressive force, the length of the portion that substantially receives compressive force is shortened, making it difficult to buckle. This increases the strength of the inner jib.

[実施例] 以下、図面に基づいて本考案の実施例を説明す
る。
[Example] Hereinafter, an example of the present invention will be described based on the drawings.

第4図及び第5図は移動式クレーンの概略を示
すもので、走行体1上に旋回体2が設けられ、該
旋回体2にジブ3が起伏可能に取付けてある。ジ
ブ3は、四角形に配置した主材4及び各主材4,
4間をトラス構造に連結する斜材5から主に構成
されたインナージブ6とアウタージブ7とを、イ
ンナージブ6の側方にアウタージブ7が折畳める
よう連結して成る。8は折畳み支軸である。
4 and 5 schematically show a mobile crane, in which a rotating body 2 is provided on a traveling body 1, and a jib 3 is attached to the rotating body 2 so as to be able to raise and lower. The jib 3 includes a main member 4 and each main member 4 arranged in a rectangular shape.
An inner jib 6 and an outer jib 7, which are mainly composed of a diagonal member 5 connecting four parts in a truss structure, are connected so that the outer jib 7 can be folded to the side of the inner jib 6. 8 is a folding support shaft.

本考案は、第1図乃至第3図に示す如く、前記
インナージブ6において、各斜材5のうち、イン
ナージブ6の水平方向面と垂直方向面で隣り合い
且つねじりモーメントMによつて圧縮力を受ける
斜材(第1図では右下り、第2図では右上りで示
す)5,5同志の端部間(斜材5,5によるコー
ナー部)を、補強材としてガセツト9により夫々
連結した構成としている。
In the present invention, as shown in FIGS. 1 to 3, in the inner jib 6, among the diagonal members 5, the diagonal members 5 are adjacent to each other in the horizontal and vertical planes of the inner jib 6 and compressed by the torsional moment M. The ends of the diagonals 5 and 5 (the corners of the diagonals 5 and 5) that receive the force (shown downward to the right in Figure 1 and upward to the right in Figure 2) are connected by gussets 9 as reinforcing materials. The structure is as follows.

斯かる構成において、ジブ3のアウタージブ7
を第5図の仮想線の状態から実線の状態へと支軸
8を中心に回動させて、インナージブ6をインナ
ージブ6の側方位置に折畳んだ場合、インナージ
ブ6には第1図及び第3図に示す方向のねじりモ
ーメントMが作用する。そうしてこの際、インナ
ージブ6の各斜材5には、長手方向で交互に圧縮
力と引張力とが作用する(これは理論上、計算
上、実験上既に解つている)。周知のように、棒
材は一般に引張力より圧縮力に対して弱く、座屈
し易い。
In such a configuration, the outer jib 7 of the jib 3
When the inner jib 6 is rotated around the spindle 8 from the state shown by the imaginary line to the state shown by the solid line in FIG. A torsional moment M acts in the direction shown in FIGS. At this time, compressive force and tensile force alternately act on each diagonal member 5 of the inner jib 6 in the longitudinal direction (this has already been solved theoretically, computationally, and experimentally). As is well known, bars are generally weaker against compressive forces than tensile forces and are more likely to buckle.

しかし本考案では、圧縮力を受ける隣り合う斜
材5,5間にガセツト9を夫々設けて各斜材5の
強度を補強しているので、即ち、本考案では、第
3図に示すように、ねじりモーメントMを負担す
る圧縮斜材5の座屈長さを短くしているので(L
>L′)、インナージブ6は強度が向上しており、
アウタージブ7折畳み時のねじりモーメントMに
対抗することができる。
However, in the present invention, the strength of each diagonal member 5 is reinforced by providing gussets 9 between adjacent diagonal members 5, 5 which are subjected to compressive force. , since the buckling length of the compression diagonal member 5 that bears the torsional moment M is shortened (L
>L'), the strength of the inner jib 6 has been improved,
It is possible to resist the torsional moment M when the outer jib 7 is folded.

尚、本考案は前記実施例にのみ限定されるもの
ではなく、本考案の要旨を逸脱しない限り種々変
更を加え得ることは勿論である。
It should be noted that the present invention is not limited to the above embodiments, and it goes without saying that various changes can be made without departing from the gist of the present invention.

[考案の効果] 以上説明したように本考案によれば、ねじりモ
ーメントを負担する斜材間に補強材によつて連結
したので、重量を大幅に増加することなく、ねじ
りモーメントに対するインナージブの強度アツプ
を図ることができる、と言う優れた効果を奏し得
る。
[Effect of the invention] As explained above, according to the invention, the diagonals that bear the torsional moment are connected by the reinforcing material, so the strength of the inner jib against the torsional moment is improved without significantly increasing the weight. It can have an excellent effect of increasing the number of students.

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

第1図は本考案の移動式クレーンのジブ構造を
示す平面図、第2図は第1図の−矢視図、第
3図は第1図の−矢視図、第4図は移動式ク
レーンの概略側面図、第5図は第4図の平面図で
ある。 3はジブ、4は主材、5は斜材、6はインナー
ジブ、7はアウタージブ、9はガセツトを示す。
Fig. 1 is a plan view showing the jib structure of the mobile crane of the present invention, Fig. 2 is a - arrow view of Fig. 1, Fig. 3 is a - arrow view of Fig. 1, and Fig. 4 is a mobile crane. A schematic side view of the crane, FIG. 5 is a plan view of FIG. 4. 3 is a jib, 4 is a main member, 5 is a diagonal member, 6 is an inner jib, 7 is an outer jib, and 9 is a gusset.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 所定の間隔を保つて配設された4本の主材と一
端が隣接する主材の一方に且つ他端が他方の主材
に固着された斜材とを有するトラス構造のインナ
ージブの先端部に、アウタージブを前記インナー
ジブの側方に折畳み得るように連結した移動式ク
レーンのジブ構造において、前記アウタージブを
インナージブの側方に折畳んだ際に、ねじりモー
メントにより圧縮力を受ける隣接した斜材同士を
ガセツトにより互いに固着したことを特徴とする
移動式クレーンのジブ構造。
The tip of an inner jib having a truss structure, which has four main members arranged at predetermined intervals and a diagonal member whose one end is fixed to one of the adjacent main members and the other end is fixed to the other main member. In the jib structure of a mobile crane in which the outer jib is foldably connected to the side of the inner jib, when the outer jib is folded to the side of the inner jib, an adjacent inclined plane receives a compressive force due to a torsional moment. A mobile crane jib structure characterized by materials that are fixed together using gussets.
JP1986129005U 1986-08-25 1986-08-25 Expired - Lifetime JPH0511278Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1986129005U JPH0511278Y2 (en) 1986-08-25 1986-08-25

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1986129005U JPH0511278Y2 (en) 1986-08-25 1986-08-25

Publications (2)

Publication Number Publication Date
JPS6335790U JPS6335790U (en) 1988-03-08
JPH0511278Y2 true JPH0511278Y2 (en) 1993-03-19

Family

ID=31025191

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1986129005U Expired - Lifetime JPH0511278Y2 (en) 1986-08-25 1986-08-25

Country Status (1)

Country Link
JP (1) JPH0511278Y2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2011157178A (en) * 2010-02-01 2011-08-18 Kobe Steel Ltd Crane jib

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2011011911A (en) * 2009-06-05 2011-01-20 Kobe Steel Ltd Walking crane

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5815433U (en) * 1981-07-20 1983-01-31 クラリオン株式会社 motor protection device

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS49132560U (en) * 1973-03-15 1974-11-14

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5815433U (en) * 1981-07-20 1983-01-31 クラリオン株式会社 motor protection device

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2011157178A (en) * 2010-02-01 2011-08-18 Kobe Steel Ltd Crane jib

Also Published As

Publication number Publication date
JPS6335790U (en) 1988-03-08

Similar Documents

Publication Publication Date Title
US20110284490A1 (en) Crane boom with multi main-chord
EP3066040B1 (en) Crane boom segment for assembly of a crane boom, method for assembling a crane boom
US3890757A (en) Boom members having stiffener elements for crane boom constructions
US3593482A (en) Process for erecting folding slab construction
CN102284820B (en) Method for overturning box beam
JPS5941915B2 (en) Boom part of telescopic crane boom
US4171597A (en) Crane boom and telescopic section for it
JP6550301B2 (en) Reinforcement structure of lattice boom
US6679394B2 (en) Ring lift crane
JPH0511278Y2 (en)
JP3072972B2 (en) Frame system in slip form method
EP2018341B1 (en) Mobile lift crane with lift enhancing attachment
JP7021474B2 (en) Manufacturing method of lattice structure
CN103641000A (en) Crane and super-lifting device thereof
CN209369173U (en) A kind of combined beam structure
CN203715125U (en) Crane as well as guying device thereof
JP2019131408A (en) Reinforcement structure of latticed boom
CN207794293U (en) A kind of mixing frame body of steel and concrete and steel
CN111483931A (en) Cantilever crane assembly and crane
CN220393071U (en) Construction lifting appliance
CN110468958A (en) The grid structure of irregularity boundary
CN214456161U (en) Superimposed sheet lifting device
CN214031379U (en) Single-point hoisting shoulder pole sling
CN216038318U (en) Non-normal position one-time hoisting and overturning structure of large-span truss
CN219280510U (en) Temporary supporting structure of arch rib and bridge deck system beam