JPS582190A - Nose boom for crane extensible boom - Google Patents

Nose boom for crane extensible boom

Info

Publication number
JPS582190A
JPS582190A JP10698782A JP10698782A JPS582190A JP S582190 A JPS582190 A JP S582190A JP 10698782 A JP10698782 A JP 10698782A JP 10698782 A JP10698782 A JP 10698782A JP S582190 A JPS582190 A JP S582190A
Authority
JP
Japan
Prior art keywords
cord
boom
tip
tubular members
tubular member
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.)
Pending
Application number
JP10698782A
Other languages
Japanese (ja)
Inventor
レンビツト・パ−ク
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Harnischfeger Corp
Original Assignee
Harnischfeger Corp
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 by Harnischfeger Corp filed Critical Harnischfeger Corp
Publication of JPS582190A publication Critical patent/JPS582190A/en
Pending legal-status Critical Current

Links

Classifications

    • BPERFORMING OPERATIONS; TRANSPORTING
    • B66HOISTING; LIFTING; HAULING
    • B66CCRANES; LOAD-ENGAGING ELEMENTS OR DEVICES FOR CRANES, CAPSTANS, WINCHES, OR TACKLES
    • B66C23/00Cranes comprising essentially a beam, boom, or triangular structure acting as a cantilever and mounted for translatory of swinging movements in vertical or horizontal planes or a combination of such movements, e.g. jib-cranes, derricks, tower cranes
    • B66C23/62Constructional features or details
    • B66C23/64Jibs
    • B66C23/70Jibs constructed of sections adapted to be assembled to form jibs or various lengths
    • B66C23/701Jibs constructed of sections adapted to be assembled to form jibs or various lengths telescopic
    • B66C23/702Jibs constructed of sections adapted to be assembled to form jibs or various lengths telescopic with a jib extension boom

Landscapes

  • Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Jib Cranes (AREA)

Abstract

(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。
(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.

Description

【発明の詳細な説明】 本発明はクレーン伸縮ブームのための格子部先端ブーム
に関するものである。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a lattice end boom for a crane telescoping boom.

従来のクレーンにおいては伸縮ブームの先端に先端ブー
ムを一時的KjlD付けることくよって伸縮ブームの長
さを駕長せしめ特別な仕様に応えゐようにしている。こ
のような先端ブームにはその重量を小さくするため葛子
構造を採用している。更に先端ブームはケーブルで支え
るようにしその上面及び底面コードを形成する管状部材
には同−外径及び肉厚の管を用いている。
In conventional cranes, the length of the telescoping boom is increased by temporarily attaching a tip boom to the end of the telescoping boom to meet special specifications. This type of tip boom uses a kudzu structure to reduce its weight. Furthermore, the tip boom is supported by a cable, and the tubular members forming the top and bottom cords are made of tubes with the same outer diameter and wall thickness.

このようなケーブルで支える格子構造のものでは軸方向
圧縮負荷が問題となる。即ち底面及び上面コードは圧縮
される。自重及び偏心支持による曲はモーメントは通常
軸方向負荷に比べ小さい、これらケーブルによって支持
されゐ先端ブームは純粋な柱として作用し、ビーム負荷
は重要ではない。この負荷4−ドをペースとして上面及
び底面ブードな形成する管状部材は同一0外径としてい
る。然しなから伸縮ブーム及且つ大きく作られているた
め前述の等しい大きさのコードでは長い且つ大負荷用に
は不適幽であシ先端ブームの改棗が望まれている、本発
明者は従来のケーブルによって支持される格子構造の先
端ブームについて種々集験、研究の結果、ケーブルによ
って支持されず伸縮ブームに揺動自在に取シ付けた先端
ブームには軸方向圧縮力と曲げ力が組合って加わシ、従
ってビーム柱として作用しこの種の負荷はケーブルによ
って支えるものに対するものとは根本的に異なることを
見出した。
With such cable-supported lattice structures, axial compressive loads become a problem. That is, the bottom and top cords are compressed. The bending moments due to dead weight and eccentric support are usually small compared to axial loads, the tip boom supported by these cables acts as a pure column and beam loads are not significant. Based on this load, the tubular members forming the top and bottom surfaces have the same outer diameter of 0. However, since the telescopic boom is made large and the cord of the same size described above is long and unsuitable for heavy loads, it is desired to improve the tip of the boom. As a result of various experiments and research on the tip boom with a lattice structure supported by cables, we found that the tip boom, which is not supported by cables and is swingably attached to a telescoping boom, experiences a combination of axial compressive force and bending force. It has been found that this kind of load is fundamentally different from that for something supported by cables, acting as a load and therefore a beam column.

特に1一対の横方向に離間した細長い管状部材よシ成る
上面コードと、一対の横方向に離間した細憂い管状部材
よシ成る底面コード、これらコードを互いに連結する丸
めの連結機構とよシ成る先端ブームにおいては底面コー
ドに対する圧縮負圧のほうが“上面コードに対する伸長
負荷よシも大きいことを見出した。更に支持されないコ
ードの長さに対する最大曲げ負荷は材料の隈界強さ以下
となる丸め底面コードのための許容負荷は減少せしめる
必要がある。従ってケーブルによって支持しない格子構
造の先端ブームを作る正しい有効な方法は上面=−ドを
よシ軽くしながら底面コードの寸法を大きくし、恋力の
^好なバランスを得るようにすることである。
In particular, it comprises a top cord comprising a pair of laterally spaced elongated tubular members, a bottom cord comprising a pair of laterally spaced narrow tubular members, and a rounded connection mechanism connecting these cords to each other. For tip booms, we have found that the compressive negative pressure on the bottom cord is greater than the extensional load on the top cord.Furthermore, we have found that the maximum bending load for the unsupported length of the cord is less than the wall strength of the material due to the rounded bottom. The permissible load for the cord needs to be reduced.Therefore, the correct and effective way to make a lattice tip boom that is not supported by cables is to increase the size of the bottom cord while making the top side much lighter and to increase the strength of the cord. The goal is to find a good balance between the two.

従って本尭@においては伸縮ブームの端部に着脱自在K
jlD付ける、ケーブルによって支持しない格子型先端
プームを一対の横方向に離間しえ細長い管状部材より成
る上面コードと、一対O横方向に離間し九細長い管状部
材よシ成る底面コードと、これら管状部材を互いに連結
する複数の交叉支柱とによって形成し、上面コードの管
状部材の外径と肉厚、従って重量は底面コードの管状部
材のそれよシも小さくし、強度と負荷電層能力を犠牲と
することなくそのコストを下げ得るようにする。
Therefore, in Motoya @, the K can be freely attached and detached from the end of the telescopic boom.
a top cord consisting of a pair of laterally spaced elongated tubular members attached to a lattice-type tip poom not supported by a cable; a bottom cord consisting of a pair of laterally spaced elongated tubular members; and these tubular members. The outer diameter and wall thickness of the tubular member of the top cord, and therefore the weight, are smaller than those of the tubular member of the bottom cord, without sacrificing strength and negative charge layer ability. The cost can be lowered without having to do so.

本発明先端プームを用いれば例えば118111(42
フイート)O長さの先端ブームの場合約90.711+
(200ボンド)の重量を軽減でき良。
For example, if the tip pool of the present invention is used, 118111 (42
Approximately 90.711+ for a tip boom of O length (feet)
Good to be able to reduce the weight of (200 bond).

コードの材料費は極めて高いことを考慮すると軽量とす
ることはコスト低下につながる亀のである。
Considering that the material cost of the cord is extremely high, making it lightweight will lead to lower costs.

以下図面によって本発明の詳細な説明する。The present invention will be explained in detail below with reference to the drawings.

第1図に示す移動クレーン1oはシャーシ11と、この
シャーシ11に設けた車輪12と、アウトリガ13と、
運転室14とを含む下部と、ハウジング16と、このハ
ウジング16上に設けた運転m17と、伸縮ブーム18
と、プームホイストシリンダ19と、ケーブルウィンチ
20とよシ成る上部を有する。
The mobile crane 1o shown in FIG. 1 includes a chassis 11, wheels 12 provided on the chassis 11, outriggers 13,
A lower part including a driver's cab 14, a housing 16, a driver m17 provided on the housing 16, and a telescopic boom 18.
, a poom hoist cylinder 19 , and a cable winch 20 .

第1図はアウトリガ13が伸長され車輪が浮いておシ、
ブームホイストシリンダ19によってブーム18が完全
く伸長されている状態を示す。
Figure 1 shows that the outriggers 13 are extended and the wheels are lifted off the ground.
The boom 18 is shown fully extended by the boom hoist cylinder 19.

第1図、第2図に示すように2枚の横方向に互いに離間
した側板23と、こ0@1128間に回動自在に支持さ
れ九一対のホイストケーブルプーリ24.25とよ)成
る既知のプームヘッド22が゛プーム18の頂部に設け
られている。
As shown in FIGS. 1 and 2, it consists of two side plates 23 spaced apart from each other in the lateral direction, and nine pairs of hoist cable pulleys 24 and 25 rotatably supported between them. A known pool head 22 is mounted on top of the pool 18.

各側板23には先端ブーム26の基端上の後述するυ字
状連結具に着脱自在に係合される2つのビン(図示せず
)が設けられている。先端プーム26の頂部Kaホイス
トケーブルプーリ28が設けられ、このプーリ28には
ウィンチ20からのケーブル30が懸架され、このケー
ブル30にはフック31′が吊下されている。
Each side plate 23 is provided with two bins (not shown) that are removably engaged with a υ-shaped connector on the proximal end of the tip boom 26, which will be described later. A Ka hoist cable pulley 28 is provided at the top of the tip pool 26, a cable 30 from the winch 20 is suspended from the pulley 28, and a hook 31' is suspended from the cable 30.

第1図〜第7図に示すように先端プーム26は4つの側
面、即ち上面31.底面32.右側面33.左側面34
よ構成る格子型構造をなしその基端から先端に向うに従
ってその断面形状が小さくなるように構成されている。
As shown in FIGS. 1 to 7, the tip pool 26 has four sides, namely, a top surface 31. Bottom surface 32. Right side 33. Left side 34
It has a lattice-type structure, and its cross-sectional shape becomes smaller from the base end to the distal end.

又、先端プーム26は後述する交叉支柱によって連結さ
れる4つの細長い管状部材35〜38を有する。
The distal end pool 26 also has four elongated tubular members 35-38 connected by intersecting struts to be described later.

この管状部材35.36は例えば上面コードとして互い
に横方向に離間し次第に接近するように配置される。管
状部材37゛、・(38は例えば底面コードとして同じ
く互いに横方向に離間し次第に接近するように配置され
る。底面コードとコードとしての管状部材35.36の
中心線の徴直方向の真下に位!1れる。上面管状部材3
5.36は両者間にS*され九交叉支柱40゜40ムに
よって既知のように亙いに連結されるう底面管状部材3
7.38も溶接され九交叉支柱41.41Aによって互
いに連結される。
The tubular members 35, 36 are arranged, for example as a top cord, laterally spaced apart from each other and gradually approaching each other. The tubular members 37' and 38 are arranged, for example, as bottom cords so as to be laterally spaced apart from each other and gradually approach each other. Directly below the center line of the bottom cord and the tubular members 35 and 36 as cords in the vertical direction. Position!1.Top tubular member 3
5.36 is a bottom tubular member 3 which is S* between the two and connected by nine intersecting struts 40°40mm in a known manner.
7.38 are also welded and connected to each other by nine intersecting struts 41.41A.

第5図〜第7図に示すように上面管状部材35゜36は
更に夫々長手方向に間隔を置いて中間支柱43.44に
よって夫々対向する底面管状部材37.38に連結され
る、必要な強度を得るため適轟な形状と大きさの補強板
50.51を先端プーム26の基端に設ける。前述した
ように4個のυ字状連結具55〜58を先端プーム26
の基端即ち管状部材35〜380基端に夫々溶接によっ
て連結せしめる。
As shown in FIGS. 5-7, the top tubular members 35, 36 are further connected to respective opposing bottom tubular members 37, 38 by longitudinally spaced intermediate struts 43, 44 to provide the required strength. In order to obtain this, a reinforcing plate 50, 51 of an appropriate shape and size is provided at the base end of the tip pool 26. As mentioned above, the four υ-shaped connectors 55 to 58 are connected to the tip poom 26.
, that is, the base ends of the tubular members 35 to 380, respectively, are connected by welding.

第2図、第4図に示すように底面管状部材37゜38K
f8つた支持されない管状部材部分の最−大きい長さは
先端プーム26の全長の約lo−穆度である。支持され
ない管状部材の長さと紘例えば2つの交叉支柱42.4
2Aの接続点間の管状部材37又は38Kaつた距離で
ある。
As shown in Figures 2 and 4, the bottom tubular member 37°38K
The maximum length of the unsupported tubular member portion is approximately one degree of the total length of the distal poop 26. The length and length of the unsupported tubular member e.g. two intersecting struts 42.4
2A is the distance between the connection points of the tubular member 37 or 38Ka.

支持されない管状部材の長さの式は □ ≦ s。The formula for the length of an unsupported tubular member is □ ≦s.

となる。becomes.

本発明においては上面管状部材35.36の外径及び肉
厚は互いに等しくする。同様にして底面管状部材37.
38の外径及び内厚も互いに等しくする。然しなから底
面管状部材の外径及び内厚拡上面管状部材のそれよシ大
きくする。
In the present invention, the outer diameters and wall thicknesses of the upper tubular members 35, 36 are equal to each other. Similarly, the bottom tubular member 37.
The outer diameter and inner thickness of 38 are also made equal to each other. However, the outer diameter and inner thickness of the bottom tubular member are made larger than those of the top tubular member.

このようにすれば負荷電通能力と強度を低下することな
しに先端プーム26の重量と価格を減少することができ
る。本発明の実施例として下記寸法の先端プーム26に
つきテストを行った。
In this way, the weight and cost of the tip pool 26 can be reduced without reducing the load carrying capacity and strength. As an example of the present invention, a test was conducted on a tip end pool 26 having the following dimensions.

管状部材は降伏点6飯84/11/(100,000P
、8.I)の冷間引抜、加熱鶏理鋼とし、交叉支柱は降
伏点3&7i雪(5翫000P、8.I)の電気抵抗溶
接された高降伏点低炭素材料とした。
The tubular member has a yield point of 6 84/11/(100,000P
, 8. The cross struts were made of cold-drawn and heated chicken steel as shown in I), and the cross struts were made of high yield point low carbon material with yield points 3 & 7i Yuki (5 wires 000P, 8.I) electrically resistance welded.

長さ         IL811   (42フイー
ト)ベース幅      0.9m   (3フイート
)ベース高さ  1.2ml+ 22.9国m (4フ
ィート、9インチ)ポイント幅   0.311.10
.2国(1フイート、4インチ)ポイント高さ  Qm
 、26.8m(Oフィート、1036インチ)底面管
状部材の外径   8.3clR(3,25インチ)底
面管状部材の肉厚   0.5tM(0,188インチ
)上面管状部材の外径   6.4cm  (′L5イ
ンチ)上面管状部材の肉厚   0.4es  (0,
156インチ)交叉支柱取付点に おける支持されない  116.8国m(46インチ)
管状部材の最大長さ 第2図に示すように2面力線図rは先端プーム26の縦
方向中心線と垂線との間の角度αが15°であることを
示している。フック31′にxa、6t(30,000
ポンド)の負荷が加わればウィンチ20とプーリ28間
のケーブル30には6.8t(15,000ポンド)の
負荷が加えられる。
Length IL811 (42 feet) Base width 0.9 m (3 feet) Base height 1.2 ml + 22.9 country m (4 feet, 9 inches) Point width 0.311.10
.. 2 countries (1 foot, 4 inches) point height Qm
, 26.8 m (O feet, 1036 inches) Bottom tubular member outside diameter 8.3 clR (3,25 inches) Bottom tubular member wall thickness 0.5 tM (0,188 inches) Top tubular member outside diameter 6.4 cm ('L5 inch) Wall thickness of top tubular member 0.4es (0,
116.8 country m (46 inches) unsupported at the cross-stall attachment point
Maximum Length of the Tubular Member As shown in FIG. 2, the dihedral force diagram r shows that the angle α between the longitudinal centerline of the tip poom 26 and the vertical is 15°. xa, 6t (30,000
If a load of 6.8 tons (15,000 pounds) is applied to the cable 30 between the winch 20 and the pulley 28, a load of 6.8 tons (15,000 pounds) is applied.

力線図Fでは伸縮ブームの偏位、先端プームの伸び及び
交叉支柱接続点における撓みを無視しているが、この線
図は上面管状部材3舊、36と底面管状部材37.38
間の基本的な力及び応力関係を夫々示している。
Although the force diagram F ignores the excursion of the telescopic boom, the elongation of the tip boom, and the deflection at the intersection strut connection point, this diagram shows the relationship between the top tubular members 3 and 36 and the bottom tubular members 37 and 38.
The basic force and stress relationships between

本発明による異なる寸法の上面及び底面コードを用いゐ
ことKよゐ利益を下記の計算で示す。
The benefits of using different sized top and bottom cords according to the present invention are shown in the calculations below.

l)垂直負荷による力 誠R會譚0−57.111X1翫000+4&12XR
++2406Xw15°(3CLOOO)−504Xk
a15@(80,000) at −9,、、甑012φ 2)側方負荷による力 MRa−0−−03X30,0OOX504 36Rm
R8寓R4コ1龜sooφ(圧縮8.H;伸長り、H)
上面右側コード上の力 上面左側コード上の力 A3旦11.1記四旦−30,806φ (張力)2 
  2         高さ MRI−9,06X1’5.000 2406Xccm
15°(30,000)504Xgk+15’(30,
000)−4&12Re−=智’、4.6.49 = 
g21gBg+底面左側コード上の力 底面右側コード上の力 高さ 支持されないコードの長さと材料の降伏点(100K、
11.I 、)を基礎とした底面コードのための許容圧
縮応力 L=461n   K−1,0、g−1,0B47K 
L  1− OX 46−4 z 4声    1.0
847 許容応力 F; 45.351し=に、8.I。
l) Power due to vertical load 0-57.111X1X1000+4&12XR
++2406Xw15°(3CLOOO)-504Xk
a15@(80,000) at -9,,, 012φ 2) Force due to side load MRa-0--03X30,0OOX504 36Rm
R8 sooφ (compression 8.H; extension, H)
Force on the top right cord Force on the top left cord A3 11.1 - 30,806φ (Tension) 2
2 Height MRI-9,06X1'5.000 2406Xccm
15° (30,000) 504Xgk+15' (30,
000)-4&12Re-=Wi', 4.6.49=
g21gBg + Force on the bottom left cord Force height on the bottom right cord Length of unsupported cord and material yield point (100K,
11. Allowable compressive stress L = 461n K-1,0, g-1,0B47K for the bottom cord based on I,)
L 1-OX 46-4 z 4 voices 1.0
847 Allowable stress F; 45.351 = 8. I.

上面コードのための許容伸長応力 F、−,6X 100−6.00 K、!i、1.−3 仮定し九コード材 と機械的特性 底面コードr 12!$ in O,11X 、188
 (厚)ム −1,8930in鵞    I  = 
 ・2L1228  in’8−1.30631− μ
m1.0847上面コード12.50.0X 、156
 (厚)ム= 1.15051m鵞 I−,79341
n’8−.64371m”  μ0.8304里ii艶 R,;R會−一直すアクシ冒ン R1; R4−側方リアクシロン MR,−リアクシ璽ンポイントR1に対するモーメント
MR4−リアクシ曹ンポイント−に対するモーメントL
 −支持されないコードの長さ K −実効長さファクター μ 一回転半径 F、−許容応力(伸長又は圧縮) A −コード断面積 l −コード断面の慣性モーメント 8−コード断面の断面係数
Allowable elongation stress F, -,6X 100-6.00 K, for the top cord,! i, 1. -3 Assuming nine cord materials and mechanical properties bottom cord r 12! $ in O, 11X, 188
(Thick) Mu -1,8930in I=
・2L1228 in'8-1.30631-μ
m1.0847 top code 12.50.0X, 156
(Thickness) Mu = 1.15051m I-, 79341
n'8-. 64371m" μ0.8304 R,; R meeting - straightening axis R1; R4 - lateral rear axis MR, - moment with respect to rear axis line point R1 MR4 - moment L with respect to rear axis line point -
- unsupported cord length K - effective length factor μ, radius of one revolution F, - permissible stress (extension or compression) A - cord cross-sectional area l - moment of inertia of the cord cross-section 8 - section modulus of the cord cross-section

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

第1図は本発明の先端ブームを取シ付けた移動クレーン
の側面図1.、第21!は本発明先端ブームの詳細図、
第3図は先端ブームの拡大平面図、第4図は正面図、第
5図は第4図の5−541面図、第6図は第4図の6−
6線面図、第7図は4第4図の7−7線面図である。 lO・・・移動クレーン、11・・・シャーシ、12・
・・車輪、13・・・アウトリガ、14.17・・・運
転室、18・・・伸縮ブーム、19・・・ブームホイス
トシリング、20・・・ウィンチ、22・・・ブームヘ
ッド、23・・・側!、24.25.28・・シイ゛ス
トケーブルグーリ、26・・・先端ブーム、30・・・
ケーブル、31′・・・フック、31・・・上面、32
・・・底面、33・・・右側面、34・・・左側面、3
5〜38・・・管状部材、40.4OA、41141A
、42e42a・・・交叉支柱、50.51・・・補強
板、55〜5a・・・U字状連結具。 rt<y、 z FIG、 1             −165
FIG. 1 is a side view of a mobile crane equipped with the tip boom of the present invention. , 21st! is a detailed view of the tip boom of the present invention,
Fig. 3 is an enlarged plan view of the tip boom, Fig. 4 is a front view, Fig. 5 is a view from 5-541 in Fig. 4, and Fig. 6 is a 6-541 view in Fig. 4.
FIG. 7 is a 7-7 line view of FIG. 4. lO...Mobile crane, 11...Chassis, 12.
...Wheel, 13...Outrigger, 14.17...Driver's cab, 18...Telescopic boom, 19...Boom hoist silling, 20...Winch, 22...Boom head, 23... ·side! , 24.25.28... Threat cable gooley, 26... Tip boom, 30...
Cable, 31'...Hook, 31...Top surface, 32
...bottom, 33...right side, 34...left side, 3
5-38... Tubular member, 40.4OA, 41141A
, 42e42a...Cross strut, 50.51...Reinforcement plate, 55-5a...U-shaped connector. rt<y, z FIG, 1 -165

Claims (1)

【特許請求の範囲】 (1)基端と、先端と、上面と、底面と及び側面とを有
し、前記上面は一対の横方向に離間した所定の外径と肉
厚を有すゐ細長い管状部材よシ成外径と内厚より大暑い
外径と肉厚を有する細長い管状部材より成るm面コード
によシ形成され、前記コードは交叉支柱によシ連結され
ていることを特徴とするクレーン伸縮ブームの先端ブー
ム 、 偉) 前記上面コードを形成する一対の管状部材は前記
基端から先端に向うに従って互いに次第に接近し、前記
底面コードを形成すゐ一対の管状部材は前記基端から先
端に向うtcltつて互いに次第に接近すゐ特許請求の
範囲第1項記載の先端ブーム。 (3)  同一の側の上面コードと底面コードの管状部
材が前記基端から先端に向うに従って互いに次第に接近
する特許請求の範囲第2項記載の先端ブーム。 (4)  同一の側の上面及び底面コードの管状部材の
縦方向中心線が垂直面内に位置し、前記上面及び底面コ
ード側の対応する交叉部材が興なる長さである特許請求
の範囲第3項記載O先端ブーム (5)  前記交叉支柱は夫々上面コード及び底面コー
ドの一対の管状部材間及び各上面コードと底面コード間
を連結すゐ特許請求の範囲第1項記載の先端ブーム。 (6)  同一の側の上面コードと底面コードの管状部
材が前記基端から先端に向うに従って互いに次第に接近
する特許請求の範囲第1項記載の先端ブー五〇 ())  前記底面コードの管状部材の内厚が前記上面
コードの管状部材のそれよシ大きい特許請求の範囲第1
現記戦の先端ブーム。
[Claims] (1) An elongated body having a base end, a distal end, a top surface, a bottom surface, and a side surface, the top surface having a pair of laterally spaced apart predetermined outer diameters and wall thicknesses. formed by an m-plane cord consisting of an elongated tubular member having an outer diameter and a wall thickness greater than the outer diameter and inner thickness of the tubular member, the cord being connected to a cross strut. (1) The pair of tubular members forming the top cord gradually approach each other from the base end toward the tip, and the pair of tubular members forming the bottom cord move from the base end to the tip end boom of a crane telescopic boom. The tip boom according to claim 1, wherein the tclts gradually approach each other toward the tip. (3) The tip boom according to claim 2, wherein the tubular members of the top cord and the bottom cord on the same side gradually approach each other from the base end toward the tip end. (4) The longitudinal centerlines of the tubular members of the top and bottom cords on the same side are located in a vertical plane, and the lengths are such that the corresponding intersecting members on the top and bottom cord sides extend. O tip boom (5) according to claim 3. The tip boom according to claim 1, wherein the intersecting struts connect between the pair of tubular members of the top cord and the bottom cord, respectively, and between the top cord and the bottom cord. (6) The tubular members of the top cord and the bottom cord of the same side gradually approach each other from the base end toward the distal end. Claim 1: The inner thickness of the upper cord is greater than that of the tubular member of the upper cord.
The latest boom in modern warfare.
JP10698782A 1981-06-24 1982-06-23 Nose boom for crane extensible boom Pending JPS582190A (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
US27705581A 1981-06-24 1981-06-24
US277055 1981-06-24

Publications (1)

Publication Number Publication Date
JPS582190A true JPS582190A (en) 1983-01-07

Family

ID=23059212

Family Applications (1)

Application Number Title Priority Date Filing Date
JP10698782A Pending JPS582190A (en) 1981-06-24 1982-06-23 Nose boom for crane extensible boom

Country Status (7)

Country Link
JP (1) JPS582190A (en)
BR (1) BR8203293A (en)
CA (1) CA1179982A (en)
DE (1) DE3223620A1 (en)
FR (1) FR2508427A1 (en)
GB (1) GB2100701B (en)
MX (1) MX157503A (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE19721298C2 (en) 1997-05-21 2001-09-06 Mannesmann Sachs Ag Hybrid travel drive for a motor vehicle
CN102398863A (en) * 2011-07-05 2012-04-04 上海三一科技有限公司 Support structure capable of improving jib bearing capacity and crane with the support structure
DE202022103551U1 (en) 2022-06-27 2022-07-18 Tadano Demag Gmbh Boom section, boom and mobile crane herewith

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5115859U (en) * 1974-07-22 1976-02-05
JPS5650097U (en) * 1979-09-27 1981-05-02

Family Cites Families (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3109523A (en) * 1960-09-01 1963-11-05 Skytop Rig Co Folding derrick
DE6804349U (en) * 1968-10-28 1969-10-23 Karl Kaesebahrer Gmbh Fa JIB CRANE, IN PARTICULAR TRUCK CRANE
SE337089B (en) * 1970-01-27 1971-07-26 Linden Alimak Ab
US3945333A (en) * 1974-12-20 1976-03-23 Harnischfeger Corporation Means for storing and connecting jib for telescopic boom of mobile crane
US4141455A (en) * 1977-07-14 1979-02-27 Harnischfeger Corporation Means for storing and connecting jib on telescopic crane boom

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5115859U (en) * 1974-07-22 1976-02-05
JPS5650097U (en) * 1979-09-27 1981-05-02

Also Published As

Publication number Publication date
FR2508427A1 (en) 1982-12-31
CA1179982A (en) 1984-12-27
GB2100701B (en) 1985-04-24
DE3223620A1 (en) 1983-01-13
BR8203293A (en) 1983-05-24
MX157503A (en) 1988-11-28
GB2100701A (en) 1983-01-06

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