JPS634774Y2 - - Google Patents

Info

Publication number
JPS634774Y2
JPS634774Y2 JP1982128263U JP12826382U JPS634774Y2 JP S634774 Y2 JPS634774 Y2 JP S634774Y2 JP 1982128263 U JP1982128263 U JP 1982128263U JP 12826382 U JP12826382 U JP 12826382U JP S634774 Y2 JPS634774 Y2 JP S634774Y2
Authority
JP
Japan
Prior art keywords
crusher
arm
column
support column
hoist body
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
JP1982128263U
Other languages
Japanese (ja)
Other versions
JPS5931651U (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 JP12826382U priority Critical patent/JPS5931651U/en
Publication of JPS5931651U publication Critical patent/JPS5931651U/en
Application granted granted Critical
Publication of JPS634774Y2 publication Critical patent/JPS634774Y2/ja
Granted legal-status Critical Current

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  • Shovels (AREA)
  • Earth Drilling (AREA)
  • Working Measures On Existing Buildindgs (AREA)

Description

【考案の詳細な説明】 本考案は建造物を圧砕する圧砕装置に関するも
のである。
[Detailed Description of the Invention] The present invention relates to a crushing device for crushing buildings.

圧砕装置は、自在に回動駆動されるアーム等の
先端に、油圧シリンダ等により爪を開閉駆動して
建造物を圧砕または切断する圧砕機を装着したも
のであつて、不要の建造物を取り崩す場合等に使
用される。従来より、この種圧砕装置は、特に高
所作業に用いる場合に第1図に示すごとく起重機
本体Aの先端からブームB、副アームC、主アー
ムD及び圧砕機Eをそれぞれ回動駆動可能に順次
枢着して構成している。この構成の圧砕装置は、
圧砕機Eを前後の広い範囲に移動可能であるが、
反面圧砕機Eを移動させすぎると装置全体が前後
方向にバランスを失ない転倒するという欠点があ
る。したがつて作業者みずからが圧砕機Eの移動
範囲を限定し、常に装置全体のバランスを取りな
がら操作せねばならず、かえつて不便であつた。
また起重機本体A下の地面が左右方向に傾斜して
いる場合は、圧砕機Eを真直に上方へ上げたとし
ても、左右方向にバランスを失ない転倒する可能
性がある。他面、圧砕機Eを上下に移動させよう
とする場合は、ブームB、副アームC及び主アー
ムDを各々操作して複雑な運動をさせなければな
らず、操作が煩雑である。さらにこの構成では多
数のリンクを有した複雑な構造となつており、各
連結点に曲げ荷重が大きく作用するので頑強に製
作しなければならず重量が大きくなり、しかもこ
れらを全て起重機本体Aで支持することとなるの
で一層安定性が損なわれるという欠点を有してい
る。
A crushing device is a device that is equipped with a crusher that crushes or cuts structures by opening and closing claws using a hydraulic cylinder, etc., at the end of a freely rotating arm, etc., and demolishes unnecessary structures. Used in cases etc. Conventionally, this type of crushing equipment, especially when used for work in high places, has been able to rotate the boom B, sub-arm C, main arm D, and crusher E from the tip of the hoist body A, as shown in Figure 1. It is constructed by connecting them sequentially. The crushing device with this configuration is
Although crusher E can be moved to a wide range of front and back,
On the other hand, if the crusher E is moved too much, there is a drawback that the entire device loses its balance in the front-back direction and falls over. Therefore, the operator must limit the range of movement of the crusher E and must constantly balance the entire apparatus while operating it, which is rather inconvenient.
Furthermore, if the ground below the hoist body A is inclined in the left-right direction, even if the crusher E is lifted straight upward, there is a possibility that the crusher E will lose its balance in the left-right direction and fall. On the other hand, in order to move the crusher E up and down, the boom B, the sub arm C, and the main arm D must be individually operated to make complicated movements, which makes the operation complicated. Furthermore, this configuration has a complex structure with a large number of links, and since a large bending load acts on each connection point, it must be manufactured robustly, resulting in a large weight. This has the disadvantage that the stability is further impaired because it is supported.

本考案は以上の点に鑑みて成されたもので、高
所作業においても安定性が良く、操作が簡単で作
業性の良い圧砕装置を提供するものである。
The present invention has been made in view of the above points, and aims to provide a crushing device that is stable even when working at high places, is easy to operate, and has good workability.

本考案の実施例を図面に基づいて説明すると、
第2図において、下端を地面G上に接地した円柱
状または角柱状の支柱1は、中央部を2本のバツ
クステー2,2により枢支され、3点支持により
ほぼ垂直に立設されている。すなわち、両バツク
ステー2,2は、それぞれ2本の流体圧シリンダ
2a,2bを一本の中間ステー2cとを一直線状
に連結して構成されており、それぞれ上方のシリ
ンダ2a,2aは支柱1後方側面中央部P点で、
それぞれ下方のシリンダ2b,2bは起重機本体
3後方両翼部Q,R点でそれぞれ枢支されてい
る。そして支柱1側面でP点より下方S点におい
て、ブラケツト1aが突設されており、ブラケツ
ト1aと起重機本体3の先端部との間に、支柱を
上下方向に調整移動させるための調整シリンダ4
が、その両端で回動可能に枢着されている。した
がつて支柱1の上下方向の位置は調整シリンダ4
によつて調整されて支柱1の下端が地面G上に接
地し、支柱1の前後及び左右方向はバツクステー
2,2により調整され、起重機本体3下の地面G
が傾斜している場合でも支柱1はほぼ垂直に立設
されている。
An example of the present invention will be described based on the drawings.
In Fig. 2, a cylindrical or prismatic pillar 1 whose lower end is grounded on the ground G is pivoted at the center by two backstays 2, 2, and is erected almost vertically with three-point support. . That is, both backstays 2, 2 are constructed by connecting two fluid pressure cylinders 2a, 2b, respectively, to one intermediate stay 2c in a straight line, and the upper cylinders 2a, 2a, respectively, are connected to the rear of the column 1. At point P in the center of the side,
The lower cylinders 2b and 2b are respectively pivotally supported at points Q and R of the rear wing portions of the hoist body 3. A bracket 1a is protruded from the side of the column 1 at a point S below the point P, and an adjustment cylinder 4 is provided between the bracket 1a and the tip of the hoist body 3 for adjusting and moving the column in the vertical direction.
is pivotably mounted at both ends. Therefore, the vertical position of the support column 1 is determined by the adjustment cylinder 4.
The lower end of the column 1 is adjusted by the back stays 2, 2, so that the lower end of the column 1 is grounded on the ground G.
Even when the support column 1 is inclined, the support column 1 is erected almost vertically.

一方、第2図及び第3図に示すように、支柱1
の前方側面長手方向には、周知のガイドレール5
が取着され、これに昇降台6の後面に設けた係合
腕7が係合されて、該ガイドレール5に沿つて昇
降台6を昇降自在に保持している。また、第4図
に示すように、ガイドレール5a,5aにチヤネ
ル材を用いてもよく、この場合は昇降台6に軸着
された適当組数のガイドローラ7a,7b,7c
を、ガイドレール5a,5aに転動可能に摺接す
るよう構成すればよい。いずれの場合も、昇降台
6を支柱1に着脱可能な構造としておけば、不使
用時に取外すことができて運搬、保存に便利が良
い。ところで、昇降台6の上下方向には、昇降台
6の上下面にそれぞれ取着された滑車6b,6c
を介し引き上げ用ロープ8a及び引き下げ用ロー
プ8bが掛けられている。引き上げ用ロープ8a
は一端が支柱上端部に止着され、他端はトツプシ
ーブ9a及び滑車9bを介して起重機本体3上の
ウインチ(図示せず)に巻き取られ、また引き下
げ用ロープ8bは一端が起重機本体3先端部に止
着され、他端は滑車9cを介して起重機本体3上
のウインチ(図示せず)に巻き取られている。さ
て、昇降台6の両側板6a,6a上方部位置に
は、適当長さのアーム10の一端がアーム軸10
aにより軸支されており、またアーム10のアー
ム軸10aより若干中央寄りの位置と両側板6
a,6a下方部位置とにおいて、アーム回動シリ
ンダ10bの中央部と先端部がそれぞれ回動自在
に枢着されており、しかしてアーム回動シリンダ
10bを伸縮動にともない、アーム10がアーム
軸10aを中心として回動駆動するよう構成され
ている。そして、アーム10の他端には、油圧駆
動される圧砕機11の一端が軸11aにより回動
自在に枢着されており、圧砕機11の軸11aよ
り上方部位置と、アーム中央部との間を回動可能
に連結する圧砕機回動シリンダ11bにより、圧
砕機11が軸11aを中心として回動駆動するよ
う構成されている。なお、12は、油圧を供給す
るための油圧ホースである。
On the other hand, as shown in FIGS. 2 and 3, the pillar 1
A well-known guide rail 5 is provided in the longitudinal direction of the front side of the
is attached, and an engaging arm 7 provided on the rear surface of the lifting platform 6 is engaged with this to hold the lifting platform 6 so as to be movable up and down along the guide rail 5. Further, as shown in FIG. 4, channel material may be used for the guide rails 5a, 5a, and in this case, an appropriate number of guide rollers 7a, 7b, 7c pivotally attached to the lifting platform 6.
may be constructed so as to be in rolling and sliding contact with the guide rails 5a, 5a. In either case, if the lifting platform 6 is designed to be removable from the support 1, it can be removed when not in use, making transportation and storage convenient. By the way, in the vertical direction of the lifting platform 6, there are pulleys 6b and 6c attached to the upper and lower surfaces of the lifting platform 6, respectively.
A lifting rope 8a and a pulling down rope 8b are hung through. Pulling rope 8a
One end is fixed to the upper end of the support column, the other end is wound around a winch (not shown) on the hoist body 3 via the top sheave 9a and pulley 9b, and one end of the lowering rope 8b is attached to the tip of the hoist body 3. The other end is wound around a winch (not shown) on the hoist main body 3 via a pulley 9c. Now, one end of an arm 10 of an appropriate length is attached to an arm shaft 10 at a position above both side plates 6a, 6a of the lifting platform 6.
a, and a position slightly closer to the center than the arm shaft 10a of the arm 10 and the side plates 6
a, 6a, the center and tip of the arm rotation cylinder 10b are rotatably connected to each other, and as the arm rotation cylinder 10b is extended and contracted, the arm 10 is rotated around the arm axis. It is configured to be rotationally driven around 10a. One end of a hydraulically driven crusher 11 is rotatably attached to the other end of the arm 10 via a shaft 11a, and a position above the shaft 11a of the crusher 11 is connected to the center of the arm. The crusher 11 is configured to be rotationally driven around a shaft 11a by a crusher rotation cylinder 11b which is rotatably connected between the two parts. Note that 12 is a hydraulic hose for supplying hydraulic pressure.

以上のように構成された圧砕装置は、起重機本
体3上の操作レバー(図示せず)を操作して昇降
台6を上下駆動またはアーム10、圧砕機11を
回動駆動し、圧砕機を目標位置まで移動させて目
標物を圧砕または切断すればよい。これらの操作
は、圧砕機11の移動範囲内で自由に行なうこと
ができ、作業者みずからが移動範囲を特に限定し
なくても充分に安定性を保つことが可能である。
そして圧砕機11により目標物を挾持した状態で
引つ張る必要のある場合は、引き上げロープ8a
または引き下げロープ8bを操作して昇降台6を
昇降させればよい。また目標物が圧砕機11の移
動範囲外である場合は、調整シリンダ4を伸長駆
動して一担支柱1下端を地面Gより浮上させ、起
重機本体3を適当位置に移動させて後、同様の操
作を行なえばよく、僅かの移動距離であればバツ
クステー2,2の伸縮駆動のみにより調整するこ
とも可能である。
The crushing device configured as described above operates the operating lever (not shown) on the hoist body 3 to drive the lifting platform 6 up and down or rotationally drive the arm 10 and the crusher 11 to move the crusher toward the target. All you have to do is move it to the desired location and crush or cut the target. These operations can be performed freely within the range of movement of the crusher 11, and sufficient stability can be maintained even if the operator does not particularly limit the range of movement.
If it is necessary to pull the target object while it is being held by the crusher 11, the pulling rope 8a
Alternatively, the lifting platform 6 may be raised or lowered by operating the pulling down rope 8b. If the target object is outside the movement range of the crusher 11, the adjustment cylinder 4 is driven to extend to raise the lower end of the support column 1 above the ground G, move the hoist body 3 to an appropriate position, and then repeat the same process. It is only necessary to perform the operation, and if the movement distance is small, it is possible to adjust only by driving the backstays 2, 2 to extend and contract.

本実施例においては、アーム10は一本のみと
したが、複数本としてもよく形状も任意であり、
圧砕機11も種々の形状、方式のものを選ぶこと
ができる。
In this embodiment, there is only one arm 10, but it may have a plurality of arms and the shape may be arbitrary.
The crusher 11 can also be selected from various shapes and types.

また、昇降台6を昇降駆動させるためにロープ
8a,8bを用いたが、ラツクとピニオンまたは
チエーンとスプロケツト等の他の機構を用いるこ
ともでき、特に下降駆動に際しては引き下げ用ロ
ープ8bを省略し、昇降台6等の自重によること
としてもよい。
Further, although the ropes 8a and 8b are used to drive the lifting platform 6 up and down, other mechanisms such as a rack and pinion or a chain and sprocket can also be used. In particular, when driving down the platform 6, the lowering rope 8b can be omitted. , the weight of the lifting platform 6, etc. may be used.

さらにまた、支柱1を垂直状に立設するのに起
重機本体3を用いた3点支持としたが、使用態様
によつては支柱1の下端部を調整シリンダ4のみ
で支持し、下端を地面Gから浮かせて作業をする
ことも可能であり、起重機本体3にアウトリガー
を装備して支柱1下端は常に接地させないように
することも可能である。さらに起重機本体3を用
いずに、支柱1をワイヤーステー等で地上に直接
支持、固定することも可能であり、この場合は支
柱下端に回転駆動台を装備して支柱1を垂直軸を
中心に回転させるように構成すると作業範囲が広
くなる。
Furthermore, the support column 1 is erected vertically using the hoist body 3 for three-point support, but depending on the usage, the lower end of the column 1 may be supported only by the adjustment cylinder 4, and the lower end may be placed on the ground. It is also possible to work while floating from G, and it is also possible to equip the hoist body 3 with outriggers so that the lower end of the support column 1 does not always touch the ground. Furthermore, it is also possible to directly support and fix the column 1 on the ground using wire stays, etc., without using the hoist body 3. In this case, a rotary drive stand is installed at the lower end of the column, and the column 1 can be rotated around the vertical axis. When configured to rotate, the work range becomes wider.

以上述べたように本考案は、引き上げ用ロープ
以外に、引き下げ用ロープも設けているから、昇
降台を介して圧砕機を強制的に昇降させ、もつ
て、その圧砕機により建造物のコンクリート壁等
を上下方向に引き剥がして確実に解体することが
できる。また起重機本体と支柱の下端近傍箇所と
の間に設けた調整シリンダにより支柱を地面に圧
接させることができるから、圧砕機による解体時
に、支柱に上下方向の強大な負荷がかかり、支柱
が浮き上がろうとするのを阻止し、支柱の転倒を
防止することができる。さらに、上記調整シリン
ダにより支柱を持ち上げて解体作業位置を迅速に
変更することができ、ロスタイムが少なく、解体
作業の能率を向上させることができるものであ
る。
As mentioned above, the present invention is equipped with a pull-down rope in addition to the pull-up rope, so the crusher can be forcibly raised and lowered via the lifting platform, and the crusher can be used to lift concrete walls of buildings. etc. can be reliably disassembled by peeling it off in the vertical direction. In addition, the adjustment cylinder installed between the hoist body and the bottom of the column allows the column to be brought into pressure contact with the ground, so when dismantling using a crusher, a strong vertical load is applied to the column, causing the column to float up. This prevents the pillar from falling. Furthermore, the adjustment cylinder allows the column to be lifted up and the dismantling work position to be quickly changed, thereby reducing loss time and improving the efficiency of the dismantling work.

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

第1図は従来の圧砕装置の一例を示す側面図、
第2図は本考案に係る圧砕装置の一実施例を示す
側面図、第3図は第2図の−線断面図、第4
図は他の実施例の第3図と同様の断面図である。 1……支柱、6……昇降台、10……アーム、
11……圧砕機、G……地面。
Figure 1 is a side view showing an example of a conventional crushing device;
Fig. 2 is a side view showing one embodiment of the crushing device according to the present invention, Fig. 3 is a sectional view taken along the - line in Fig. 2, and Fig. 4
The figure is a sectional view similar to FIG. 3 of another embodiment. 1... Support column, 6... Lifting platform, 10... Arm,
11... Crusher, G... Ground.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 起重機本体に設けた一対のバツクステーにより
支柱を枢支し、上記起重機本体と支柱の下端近傍
箇所との間に支柱を上下動させるための調整シリ
ンダを設け、地面に対し略垂直状に立設した支柱
に沿つて昇降する昇降台と、該昇降台に一端が枢
着され回動駆動されるアームと、該アームの他端
に枢着され回動駆動される圧砕機とを装備し、上
記昇降台の上下面にそれぞれ取着された滑車に引
き上げ用ロープと引き下げ用ロープとを巻回して
なる圧砕装置。
The support column is pivotally supported by a pair of backstays provided on the hoist body, and an adjustment cylinder for vertically moving the support column is provided between the hoist body and a location near the bottom end of the support column, and is erected approximately perpendicular to the ground. Equipped with an elevating platform that ascends and descends along a column, an arm that is pivotally connected at one end to the elevating platform and is rotationally driven, and a crusher that is pivotally attached to the other end of the arm and that is rotationally driven, A crushing device in which a lifting rope and a pulling rope are wound around pulleys attached to the upper and lower surfaces of a table.
JP12826382U 1982-08-24 1982-08-24 crushing equipment Granted JPS5931651U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP12826382U JPS5931651U (en) 1982-08-24 1982-08-24 crushing equipment

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP12826382U JPS5931651U (en) 1982-08-24 1982-08-24 crushing equipment

Publications (2)

Publication Number Publication Date
JPS5931651U JPS5931651U (en) 1984-02-27
JPS634774Y2 true JPS634774Y2 (en) 1988-02-08

Family

ID=30291026

Family Applications (1)

Application Number Title Priority Date Filing Date
JP12826382U Granted JPS5931651U (en) 1982-08-24 1982-08-24 crushing equipment

Country Status (1)

Country Link
JP (1) JPS5931651U (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH051553Y2 (en) * 1986-07-24 1993-01-14

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5549461A (en) * 1978-10-03 1980-04-09 Toda Construction Method of dismantling concrete structure by deep holes

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5549461A (en) * 1978-10-03 1980-04-09 Toda Construction Method of dismantling concrete structure by deep holes

Also Published As

Publication number Publication date
JPS5931651U (en) 1984-02-27

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