JPH07187571A - Crane - Google Patents

Crane

Info

Publication number
JPH07187571A
JPH07187571A JP35488893A JP35488893A JPH07187571A JP H07187571 A JPH07187571 A JP H07187571A JP 35488893 A JP35488893 A JP 35488893A JP 35488893 A JP35488893 A JP 35488893A JP H07187571 A JPH07187571 A JP H07187571A
Authority
JP
Japan
Prior art keywords
support member
reaction force
load
ground
crane
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
JP35488893A
Other languages
Japanese (ja)
Inventor
Morio Kitamura
北村  精男
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.)
Giken Seisakusho Co Ltd
Original Assignee
Giken Seisakusho Co Ltd
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 Giken Seisakusho Co Ltd filed Critical Giken Seisakusho Co Ltd
Priority to JP35488893A priority Critical patent/JPH07187571A/en
Publication of JPH07187571A publication Critical patent/JPH07187571A/en
Pending legal-status Critical Current

Links

Landscapes

  • Leg Units, Guards, And Driving Tracks Of Cranes (AREA)
  • Jib Cranes (AREA)

Abstract

PURPOSE:To transport a large suspended load even if the work height and the work radius are increased so as to improve the work efficiency. CONSTITUTION:A reaction force member 1 is erected in the ground, and a support member 2 moved up and down by an elevating jack 12 is interposed in the interior of the reaction force member l. The support member 2 is loaded with a crane mechanism 6 having an expansible boom 5. Simultaneously with loading, the reaction force member 1 and the support member 2 are connected to each other to obtain the reaction force at the time of hoisting a load.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は、地中に立設した反力部
材に上下動可能に内装した支持部材に搭載して高所の荷
揚げ作業を容易に行うことのできるクレーンに関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a crane which can be easily loaded and unloaded at a high place by being mounted on a support member which is vertically movably mounted on a reaction member standing upright in the ground.

【0002】[0002]

【従来の技術】従来、ジブクレーンやタワークレーン等
を用いて吊り荷作業を行う楊合には、目的物の高さの最
高高さに合せたブーム長さ等により作業を行っていた。
そのため低所での作業では不必要な大きさの設備となっ
ていた。また、タワークレーンではベースを目的物の高
さに応じてクライミングする場合がある。このクライミ
ング作業はベースを積み上げながら行うため作業時間が
かかった。その上、クレーンを安定させるために支線を
張る場合は広いスペースを必要とした。また、従来例の
なかには支柱を上下動可能に構成したものはなかった。
さらに、トラッククレーン、クローラクレーン等を用い
る場合には、それぞれの扛重車両に備えたアウトリガま
たはバランスウエイトによりバランスをとったり、また
はブーム角度を調節したり、作業半径を変えたりして吊
り荷重とのバランスをとりながら作業を行っている。
2. Description of the Related Art Conventionally, when carrying a suspended load using a jib crane, a tower crane, etc., the boom length has been adjusted to the maximum height of the object.
Therefore, the equipment was unnecessarily large when working in a low place. Further, in a tower crane, the base may be climbed according to the height of the target object. This climbing work took time because the bases were piled up. In addition, a large space was required when branch lines were set up to stabilize the crane. Further, none of the conventional examples has a structure in which the support column is vertically movable.
Furthermore, when using truck cranes, crawler cranes, etc., balance with the outriggers or balance weights provided for each heavy vehicle, adjust the boom angle, change the working radius, and so on. We are working while keeping a balance.

【0003】[0003]

【発明が解決しようとする課題】通常、トラッククレー
ン等では、吊り荷作業の際、吊り荷重の軽重はアウトリ
ガーの張出し長さの大小により、又ブーム角度によって
大きく影響を受ける。例えば、図6に示すようにブーム
長さLを一定にしてブーム角度θを変化し作業半径rを
変えて作業すると、作業半径r1が小さくなる(ブーム
角度θが大きくなる)ほど荷重Wより大きな荷重W1を
吊り上げることが可能である。
Usually, in a truck crane or the like, the light weight of the lifting load is greatly influenced by the size of the overrigger extension and the boom angle during the lifting work. For example, as shown in FIG. 6, when the boom length L is fixed and the boom angle θ is changed to change the working radius r, the work radius r1 becomes smaller (the boom angle θ becomes larger) and the load W becomes larger. It is possible to lift the load W1.

【0004】図5に示したものは、従来のアウトリガを
備えたトラッククレーンで吊り荷作業を行う場合であ
り、作業半径rの位置で作業高Hに吊り荷を搬送すると
きブーム5の先端の吊り金具に荷重Wの荷物を搬送する
ことができたとする。
FIG. 5 shows a case where a conventional truck crane equipped with an outrigger is used to carry a suspended load, and when the suspended load is transported to a working height H at a working radius r, the tip of the boom 5 is moved. It is assumed that a load having a load W can be transported to the hanging metal fitting.

【0005】しかしながら、作業高H1に荷揚げ作業を
行う場合、作業現場に設置したトラッククレーンを荷揚
げ高さに応じてその都度移動するには時間と労力がかか
る。そのため作業高Hの高さに荷揚げする場合でもトラ
ッククレーンを設置した位置で高さh分、ブーム5を伸
長して作業を行っている。このように、ブーム5を伸長
して作業を行うとトラッククレーンとのバランス上、吊
り荷荷重W1は作業高Hの吊り荷重Wより小さいものし
か搬送することができない。
However, when carrying out the unloading work at the working height H1, it takes time and labor to move the truck crane installed at the work site each time according to the unloading height. Therefore, even when unloading to the working height H, the boom 5 is extended by the height h at the position where the truck crane is installed and the work is performed. In this way, when the boom 5 is extended and the work is performed, only the lifting load W1 smaller than the lifting load W of the working height H can be transported in view of the balance with the truck crane.

【0006】このため作業高H1への荷揚げ作業では作
業時間を要し、また吊り荷重を大きくするには重量のあ
る大型のトラッククレーンを使用しなければならず、あ
るいは、アウトリガーの張出し長さの大小により大きく
左右されるという問題点があった。また、ジブクレーン
やタワークレーンでは最大時の作業条件に設定されるた
め過大な設備を必要とする問題点があった。本発明は、
前記問題点を解決し、高所への荷揚げ作業を効率よく円
滑に行うことができるクレーンを提供することを目的と
する。
For this reason, the unloading work to the working height H1 requires a working time, and in order to increase the lifting load, a heavy truck crane must be used, or the outrigger extension length must be increased. There was a problem that it was greatly affected by the size. In addition, jib cranes and tower cranes have a problem that they require excessive equipment because they are set to work conditions at the maximum. The present invention is
It is an object of the present invention to solve the above problems and provide a crane that can efficiently and smoothly carry out unloading work to high places.

【0007】[0007]

【課題を解決するための手段】前記目的を達成するため
に請求項1の発明は、地中に立設した反力部材に、支持
部材を上下動可能に内装したことを特徴とし、請求項2
の発明は、地中に立設した反力部材内に、支持部材を索
条部材により上下動可能に内装したことを特徴とし、請
求項3の発明は、地中に立設した反力部材内に、支持部
材を昇降用ジャッキにより上下動可能に内装したことを
特徴としている。
In order to achieve the above-mentioned object, the invention of claim 1 is characterized in that a support member is internally mounted on a reaction member standing upright in the ground so as to be vertically movable. Two
The invention according to claim 3 is characterized in that a supporting member is installed inside a reaction member standing upright in the ground so as to be vertically movable by a rope member. The invention according to claim 3 is characterized in that the reaction member standing upright in the ground. It is characterized in that a supporting member is internally installed so as to be vertically movable by a lifting jack.

【0008】[0008]

【作用】地中に立設した反力部材の内部に支持部材を内
装する。この支持部材は昇降機構により上下動可能であ
り、反力部材と支持部材とが連結される。この連結によ
り荷物の吊り上げ搬送時に反力部材から反力を得ること
ができ、大きな吊り荷重に対しても安定して搬送するこ
とができる。このため、荷物の吊り上げ高さ位置を変更
した場合においてもブーム長を変更することなく支持部
材を上下に移動するだけでよいため作業効率がよい。
[Function] The support member is installed inside the reaction member erected in the ground. This support member can be moved up and down by an elevating mechanism, and the reaction force member and the support member are connected. By this connection, a reaction force can be obtained from the reaction force member when the load is hoisted and transported, and the load can be stably transported even with a large suspension load. Therefore, even when the lifting height position of the load is changed, it is only necessary to move the support member up and down without changing the boom length, and work efficiency is good.

【0009】[0009]

【実施例】図1ないし図3に基づいて本発明の実施例を
説明する。地中に反力部材1を立設しこの反力部材1に
支持部材2を上下動可能に内装する。反力部材1の地中
への挿入は既存の圧入、埋設方法で行えばよく、また使
用する反力部材の形状は円形、楕円形、正方形、長方形
及び三角形等いずれのものでもよい。前記支持部材2上
に、旋回部3、運転台4、伸縮自在なブーム5及びブー
ム先端の吊り金具を操作する巻取装置(図示せず)等か
ら構成するクレーン機構6を旋回可能に搭載する。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENT An embodiment of the present invention will be described with reference to FIGS. The reaction force member 1 is erected in the ground, and the support member 2 is installed in the reaction force member 1 so as to be vertically movable. The reaction member 1 may be inserted into the ground by an existing press-fitting or burying method, and the reaction member used may have any shape such as a circle, an ellipse, a square, a rectangle, and a triangle. On the support member 2, a crane mechanism 6 including a swivel unit 3, a driver's cab 4, a retractable boom 5 and a winding device (not shown) for operating a hanging metal fitting at the boom tip is rotatably mounted. .

【0010】図1に示した昇降用ジャッキ12は、支持
部材2の上下動機構の一実施例であり、地中に立設した
反力部材1の底面と支持部材2の下端との間に昇降用ジ
ャッキ12を設けている。この昇降用ジャッキ12を作
動して支持部材2を上下動させることができる。また支
持部材2を所定の高さにロックするためのロック機構1
0として、反力部材1の上方の適宜位置、例えば内周に
適宜数のロック用ジャッキ13を設けている。このロッ
ク用ジャッキ13を作動し、その先端で支持部材2の外
周面を押圧し支持部材2を所定の高さ位置にロックし得
るように構成してある。
The elevating jack 12 shown in FIG. 1 is an embodiment of a vertical movement mechanism for the support member 2, and is provided between the bottom surface of the reaction member 1 standing upright in the ground and the lower end of the support member 2. A lifting jack 12 is provided. The supporting member 2 can be moved up and down by operating the lifting jack 12. Further, a lock mechanism 1 for locking the support member 2 at a predetermined height.
0 is provided with an appropriate number of locking jacks 13 at an appropriate position above the reaction member 1, for example, at the inner periphery. The locking jack 13 is operated so that the tip of the locking jack 13 presses the outer peripheral surface of the support member 2 to lock the support member 2 at a predetermined height position.

【0011】図2及び図3に示したものは支持部材2の
上下動機構の他の実施例であり、反力部材1の地上より
僅かに突出した上部内周にワイヤロープまたはチェーン
等の索条部材7を張設する滑車等の取付部8を備えてい
る。そして反力部材1の上部内周に取付けられた対向す
る取付部8の一方に、前記索条部材7の先端を取付けそ
の中間を支持部材2下端の取付部8に張設し、端部を他
方の取付部8に張設して地上に設置した巻取装置(図示
せず)に取付けている。この巻取装置により索条部材7
を巻き取り、あるいは巻き戻すことにより反力部材1内
において支持部材2を上下動させ、クレーン機構6を昇
降させることが可能である。
FIGS. 2 and 3 show another embodiment of the vertical movement mechanism of the support member 2, in which a rope such as a wire rope or a chain is attached to the inner circumference of the upper part of the reaction member 1 slightly protruding from the ground. An attachment portion 8 such as a pulley for tensioning the strip member 7 is provided. Then, the tip end of the cord member 7 is attached to one of the opposing attachment portions 8 attached to the inner periphery of the upper portion of the reaction member 1, and the middle portion thereof is stretched to the attachment portion 8 at the lower end of the support member 2, and the end portion It is attached to a winding device (not shown) which is stretched on the other attachment portion 8 and installed on the ground. By this winding device, the cord member 7
It is possible to raise or lower the crane mechanism 6 by moving the support member 2 up and down in the reaction force member 1 by winding or rewinding.

【0012】また、支持部材2の外周長手方向には複数
のロック孔9を設けている。このロック孔9に反力部材
1の上部に設けたロック機構14に備えたロックピン1
1を係止することで支持部材2を所定の高さ位置にロッ
クし、同時に反力部材1と支持部材2とを連結すること
ができる。ロック機構としては上述のロックピン11以
外にロック用ジャッキを用いても良く、さらに公知の方
法も使用できる。上記ロック機構を特別に設けずに、索
条部材7や昇降用ジャッキ12を利用して同様のロック
機能を得ることもできる。
A plurality of lock holes 9 are provided in the longitudinal direction of the outer periphery of the support member 2. The lock pin 1 provided in the lock mechanism 14 provided above the reaction member 1 in the lock hole 9
By locking 1 the support member 2 can be locked at a predetermined height position and at the same time the reaction member 1 and the support member 2 can be connected. As the lock mechanism, a lock jack other than the lock pin 11 described above may be used, and a known method may be used. It is also possible to obtain the same locking function by using the rope member 7 and the lifting jack 12 without specially providing the locking mechanism.

【0013】次に上記実施例の動作について説明する。
図4に示すように、地中に立設した反力部材1に上下動
可能に内装した支持部材2にクレーン機構6を搭載す
る。ブーム5を伸長して作業半径rの円周上の作業高H
にブーム5先端で荷を吊り上げて搬送する。この際クレ
ーン機構6を搭載した支持部材2は、ロックピン11あ
るいはロック用ジャッキ13等からなる、反力部材1の
ロック機構10、14でロックされており、支持部材2
は反力部材1に連結しているため吊り荷重Wを吊り上げ
る際の反力は地中に立設した反力部材1により得ること
ができるので円滑に搬送することができる。
Next, the operation of the above embodiment will be described.
As shown in FIG. 4, a crane mechanism 6 is mounted on a support member 2 that is vertically movably installed in a reaction force member 1 that is erected in the ground. Work height H on the circumference of work radius r by extending boom 5
The load is hoisted at the tip of the boom 5 and transported. At this time, the support member 2 on which the crane mechanism 6 is mounted is locked by the lock mechanisms 10 and 14 of the reaction force member 1 including the lock pin 11 or the locking jack 13 and the like.
Since it is connected to the reaction force member 1, the reaction force at the time of lifting the suspension load W can be obtained by the reaction force member 1 erected in the ground, so that it can be transported smoothly.

【0014】次に、作業高Hより高所にある作業高H1
について説明する。この場合は、作業高Hに荷揚げした
際のブーム長L1の状態のままで、索条部材7を巻き上
げるか、あるいは昇降用ジャッキ12を作動してクレー
ン機構6を搭載した支持部材2を高さh分だけ上方に移
動させる。
Next, the working height H1 higher than the working height H1
Will be described. In this case, with the boom length L1 at the time of unloading to the working height H, the rope member 7 is wound up or the lifting jack 12 is operated to raise the height of the support member 2 on which the crane mechanism 6 is mounted. Move up by h minutes.

【0015】そして、この作業高H1を保持するために
反力部材1のロック機構10、14で支持部材2をロッ
クする。このようにしてブーム5は伸長した長さL1を
変えることなく平行移動するだけで低い作業高Hにおけ
ると同様な吊り荷重の搬送が可能である。このように、
索条部材7あるいは昇降用ジャッキ12を使用すると荷
吊りした状態でブーム長、ブーム角を変えることなく作
業高さを大きくとることができ、作業高が異なる場合に
おいても地中の反力部材により十分な反力を得ることが
でき吊り荷重の減少もなく効率のよい吊り荷作業が可能
である。
Then, in order to maintain the working height H1, the support member 2 is locked by the lock mechanisms 10 and 14 of the reaction member 1. In this way, the boom 5 can carry the same lifting load as at the low working height H simply by moving in parallel without changing the extended length L1. in this way,
When the rope member 7 or the lifting jack 12 is used, the working height can be increased without changing the boom length and the boom angle while the load is suspended. Sufficient reaction force can be obtained and efficient lifting work is possible without reduction of hanging load.

【0016】また、作業半径が大きく(ブーム角度が小
さい)なる場合においても地中に立設された反力部材に
より大きな反力を得ることができるため、大きな吊り荷
重を円滑に搬送することができる。タワークレーンやジ
ブクレーン等のブーム長の伸縮のないクレーンにも応用
できる。
Further, even when the working radius is large (the boom angle is small), a large reaction force can be obtained by the reaction force member erected in the ground, so that a large suspension load can be smoothly transported. it can. It can also be applied to tower cranes, jib cranes, and other cranes that do not have boom length expansion and contraction.

【0017】[0017]

【発明の効果】本発明は、地中に立設した反力部材に支
持部材を上下動可能に内装しこの支持部材にクレーン機
構を搭載した構成であるから、狭い場所で大きな反力を
得ることができ、高所の作業においても支持部材を伸長
することにより必要な高さを調節でき、大きな荷重を搬
送することができるため作業効率がよい。
As described above, according to the present invention, since a supporting member is installed in a reaction member standing upright in the ground so as to be vertically movable and a crane mechanism is mounted on this supporting member, a large reaction force can be obtained in a narrow place. It is possible to adjust the required height by extending the support member even when working at a high place, and it is possible to carry a large load, resulting in good work efficiency.

【図面の簡単な説明】[Brief description of drawings]

【図1】本発明の一実施例の一部縦断側面図FIG. 1 is a partially longitudinal side view of an embodiment of the present invention.

【図2】本発明の他の実施例の一部縦断側面図FIG. 2 is a partial vertical sectional side view of another embodiment of the present invention.

【図3】本発明の他の実施例のロック機構を示す平面図FIG. 3 is a plan view showing a lock mechanism according to another embodiment of the present invention.

【図4】本実施例の作用の説明図FIG. 4 is an explanatory view of the operation of this embodiment.

【図5】従来例の作用の説明図FIG. 5 is an explanatory view of the operation of the conventional example.

【図6】吊り荷重の説明図FIG. 6 is an explanatory diagram of a suspension load.

【符号の説明】[Explanation of symbols]

1 反力部材 2 支持部材 3 旋回台 4 運転台 5 ブーム 6 クレーン機構 7 索条部材 8 取付部 9 ロック孔 10、14 ロック機構 11 ロックピン 12 昇降用ジャッキ 13 ロック用ジャッキ L、L1 ブーム長 r 作業半径 W、W1 吊り荷重 DESCRIPTION OF SYMBOLS 1 Reaction force member 2 Support member 3 Swivel base 4 Driver's cab 5 Boom 6 Crane mechanism 7 Rope member 8 Mounting part 9 Lock hole 10, 14 Lock mechanism 11 Lock pin 12 Lifting jack 13 Locking jack L, L1 Boom length r Working radius W, W1 Lifting load

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 地中に立設した反力部材に、支持部材を
上下動可能に内装したことを特徴とするクレーン。
1. A crane characterized in that a support member is installed inside a reaction force member erected in the ground so as to be vertically movable.
【請求項2】 地中に立設した反力部材内に、支持部材
を索条部材により上下動可能に内装したことを特徴とす
るクレーン。
2. A crane characterized in that a supporting member is internally mounted in a reaction member erected in the ground so as to be vertically movable by a rope member.
【請求項3】 地中に立設した反力部材内に、支持部材
を昇降用ジャッキにより上下動可能に内装したことを特
徴とするクレーン。
3. A crane characterized in that a supporting member is internally mounted in a reaction member standing upright in the ground so as to be vertically movable by a lifting jack.
JP35488893A 1993-12-24 1993-12-24 Crane Pending JPH07187571A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP35488893A JPH07187571A (en) 1993-12-24 1993-12-24 Crane

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP35488893A JPH07187571A (en) 1993-12-24 1993-12-24 Crane

Publications (1)

Publication Number Publication Date
JPH07187571A true JPH07187571A (en) 1995-07-25

Family

ID=18440592

Family Applications (1)

Application Number Title Priority Date Filing Date
JP35488893A Pending JPH07187571A (en) 1993-12-24 1993-12-24 Crane

Country Status (1)

Country Link
JP (1) JPH07187571A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103641021A (en) * 2013-12-05 2014-03-19 常熟市诚达港务机械设备厂 Car loader

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS4982050A (en) * 1972-12-11 1974-08-07

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS4982050A (en) * 1972-12-11 1974-08-07

Cited By (1)

* Cited by examiner, † Cited by third party
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