JPH0617544A - Automatic beam reinforcement device under the load of temporary machinery - Google Patents
Automatic beam reinforcement device under the load of temporary machineryInfo
- Publication number
- JPH0617544A JPH0617544A JP4175433A JP17543392A JPH0617544A JP H0617544 A JPH0617544 A JP H0617544A JP 4175433 A JP4175433 A JP 4175433A JP 17543392 A JP17543392 A JP 17543392A JP H0617544 A JPH0617544 A JP H0617544A
- Authority
- JP
- Japan
- Prior art keywords
- support member
- support
- load
- temporary
- beams
- 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.)
- Granted
Links
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
- Jib Cranes (AREA)
Abstract
(57)【要約】
【目的】 梁の補強作業を自動化し、安全性を向上する
と共に、苦渋作業をなくす。
【構成】 折り畳み架台5の下部に伸縮機構及び旋回機
構を備えた複数の第1サポート材10を吊設し、その旋
回機構に水平で伸縮自在な第2サポート材20の一端を
固設し、他端に伸縮自在な第3サポート材30を垂直に
取り付け、仮設機械の荷重を第1〜第3サポート材10
〜30により建物の上部梁、下部梁とに分散支持し、基
柱上昇時は、折り畳み架台5を縮小し、第2サポート材
20で第3サポート材30を内方に旋回し、梁間の隙間
を通過上昇させる。
(57) [Summary] [Purpose] Automates beam reinforcement work to improve safety and eliminate troublesome work. [Structure] A plurality of first support members 10 having an expansion / contraction mechanism and a swivel mechanism are suspended below a folding frame 5, and one end of a horizontal and expandable second support member 20 is fixedly mounted on the swivel mechanism. At the other end, a stretchable third support member 30 is vertically attached, and the load of the temporary machine is set to the first to third support members 10.
~ 30 to support the upper and lower beams of the building in a distributed manner, when the base pillar rises, the folding base 5 is contracted, the third support member 30 is swung inward by the second support member 20, and the gap between the beams is increased. Rise through.
Description
【0001】[0001]
【産業上の利用分野】本発明は、ビルディング等の建設
工事において、タワークレーン等の仮設機械を設置する
際に仮設機械の荷重を受ける梁の自動補強装置に関す
る。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an automatic beam reinforcing device for receiving a load of a temporary machine when installing a temporary machine such as a tower crane in a construction work such as a building.
【0002】[0002]
【従来の技術】梁が受ける仮設機械の荷重が、本設すな
わち建築物の梁として梁が受ける設計荷重以上である
と、梁にたわみが生じる。したがって、補強が必要であ
り、その補強は、上下の梁の間に大型のジャッキを人手
により設置している。2. Description of the Related Art When the load of a temporary machine that a beam receives is greater than the design load that the beam receives as a beam of a main construction, that is, a beam of a building, the beam is bent. Therefore, it is necessary to reinforce, and for this reinforcement, a large jack is manually installed between the upper and lower beams.
【0003】[0003]
【発明が解決しようとする課題】補強を要する梁は、一
般的に床が設置していない場所が多く、そのジャッキの
取付作業は、危険な高所作業となる。Generally, a beam which requires reinforcement is generally not installed on the floor, and the work for mounting the jack is a dangerous work at a high place.
【0004】また、大型のジャッキは相当に重いので、
その設置は苦渋作業である。Further, since a large jack is considerably heavy,
Its installation is a painful task.
【0005】本発明は、上記した問題に鑑みてなされた
もので、梁の補強作業を自動化し、安全性を向上し苦渋
作業をなくすことができる仮設機械の荷重をうける梁の
自動補強装置を提供するものである。The present invention has been made in view of the above problems, and provides an automatic beam reinforcing device for a beam which is subjected to a load of a temporary machine which automates the beam reinforcing work, improves safety and eliminates troublesome work. It is provided.
【0006】[0006]
【課題を解決するための手段】本発明によれば、仮設機
械の基柱を建物の梁に支持する拡縮自在な折り畳み架台
の下面に吊設され伸縮機構及び旋回機構を備えた複数の
第1サポート材と、該第1サポート材の旋回機構に一端
が固設され伸縮機構を備えた水平な第2サポート材と、
該第2サポート材の他端に垂直に固設され伸縮機構及び
長さ固定機構を備えた第3サポート材とを設けている。According to the present invention, a plurality of first suspension units having a retractable mechanism and a swing mechanism suspended from the lower surface of a collapsible folding base for supporting a base pillar of a temporary machine on a beam of a building are provided. A support member, and a horizontal second support member having one end fixed to the swivel mechanism of the first support member and provided with a telescopic mechanism,
A third support member fixed vertically to the other end of the second support member and provided with a telescopic mechanism and a length fixing mechanism is provided.
【0007】上記の各機構及び仮設機械のクライミング
装置の作動は、制御装置により自動運転されるようにな
っている。The operation of each of the above mechanisms and the climbing device of the temporary machine is automatically operated by the control device.
【0008】[0008]
【作用】上記のように構成された仮設機械の荷重を受け
る梁の自動補強装置においては、仮設機械を上昇させる
に際し、クライミング装置により仮設機械を支持した
ら、折り畳み架台を縮小し、第3サポート材を収縮する
と共に、第2サポート材で第3サポート材を梁の間に入
る位置に旋回させる。この状態で、仮設機械を上昇し、
折り畳み架台の下面が所定の梁の若干上方になる位置で
上昇を停止する。そこで、折り畳み架台を拡大し、第1
サポート材を伸縮し、第2サポート材で第3サポート材
を旋回して上下の梁の間に位置させ、伸長して固定す
る。次いで、クライミング装置による仮設機械の支持を
解いたのち、第1サポート材を収縮し、折り畳み架台を
上方の梁に降ろす。これらの動作は、制御装置により自
動運転される。In the automatic beam beam reinforcing device for receiving the load of the temporary machine configured as described above, when the temporary machine is supported by the climbing device when the temporary machine is raised, the folding frame is reduced and the third support material is used. Is contracted and the third support material is swung by the second support material to a position to be inserted between the beams. In this state, raise the temporary machine,
The ascending is stopped at the position where the lower surface of the folding frame is slightly above the predetermined beam. Therefore, expanding the folding frame,
The support material is expanded and contracted, and the third support material is swung by the second support material to be positioned between the upper and lower beams, and then extended and fixed. Next, after releasing the support of the temporary machine by the climbing device, the first support member is contracted, and the folding frame is lowered onto the upper beam. These operations are automatically operated by the control device.
【0009】[0009]
【実施例】以下図面を参照して本発明の実施例を説明す
る。Embodiments of the present invention will be described below with reference to the drawings.
【0010】図1及び図2において、全体を符号Aで示
す自動補強装置は、仮設機の基柱すなわちタワークレー
ンポスト1の下端面に取付けられた折り畳み架台5と、
その架台5の下面に吊設された複数(図示の例では円周
等配な4個)の第1サポート材10と、この第1サポー
ト材10に旋回自在に取付けられた第2サポート材20
と、その第2サポート材20の端部に垂直に取付けられ
た第3サポート材30とから概略構成されている。In FIGS. 1 and 2, an automatic reinforcing device generally designated by A is a folding base 5 attached to a base pillar of a temporary machine, that is, a lower end surface of a tower crane post 1.
A plurality of (four in the illustrated example, equidistantly arranged circumferentially) first support members 10 suspended on the lower surface of the pedestal 5, and second support members 20 rotatably attached to the first support members 10.
And a third support member 30 vertically attached to the end of the second support member 20.
【0011】前記折り畳み架台5は、梁間の高さHを有
する上、下部梁2、3の相隣る梁間の隙間Cを通過でき
る方形のベース材6と、このベース材6の4隅部にシャ
フト7により枢着された脚材8とからなり、その脚材8
は、図示しないモータで図2に示すような架台5を上部
梁2の上面に支持する位置と、図4に示すような架台5
が隙間Cの間を通過できる位置との間を、図示の例では
45度の範囲を回動されるようになっている。The folding stand 5 has a height H between the beams, and a rectangular base member 6 which can pass through a gap C between adjacent beams of the lower beams 2 and 3 and four corners of the base member 6. And a leg member 8 pivotally attached to the shaft 7.
2 is a position where the pedestal 5 as shown in FIG. 2 is supported on the upper surface of the upper beam 2 by a motor not shown, and the pedestal 5 as shown in FIG.
Is rotated in a range of 45 degrees in the example shown in the figure between a position where can pass through the gap C.
【0012】前記第1サポート材10は、全体として伸
縮機械である油圧ジャツキ11で構成され、そのジャッ
キ11の一部には、図示しない旋回機構が設けられてい
る。The first support member 10 is composed of a hydraulic jack 11 which is a telescoping machine as a whole, and a jack 11 has a swivel mechanism (not shown).
【0013】前記第2サポート材20は、一端が前記旋
回機構に固設され、全体として伸縮機構である油圧ジャ
ッキ21で構成されている。One end of the second support member 20 is fixed to the swivel mechanism, and the second support member 20 is composed of a hydraulic jack 21 which is a telescopic mechanism as a whole.
【0014】前記第3サポート材30は、第2サポート
材20の他端に固設され、全体として長さ固定機構を備
えた伸縮機構であるロッド固定付油圧ジャッキ31で構
成されている。The third support member 30 is fixed to the other end of the second support member 20, and is constituted by a rod fixing hydraulic jack 31 which is an expansion and contraction mechanism having a length fixing mechanism as a whole.
【0015】このように構成され図1及び図2に示すよ
うに、折り畳み架台5を介してポスト1を支持している
状態では、第3サポート材30を伸長して上、下部梁
2、3の間に張設し、ポスト1の荷重を上、下部梁2、
3の合計8カ所に分散支持するようになっている。した
がって、各梁2、3は、ポスト1を上部梁2だけで支持
した場合の荷重に比べ半分の荷重を受け、それぞれ設計
荷重内に収めるようになっている。1 and 2, the third support member 30 is extended to extend the upper and lower beams 2 and 3 in a state in which the post 1 is supported by the folding frame 5 as shown in FIGS. Tension between the upper and lower beams 2,
3 are distributed and supported at a total of 8 places. Therefore, each of the beams 2 and 3 receives a load that is half the load when the post 1 is supported only by the upper beam 2, and is contained within the design load.
【0016】また、折り畳み架台5の脚材駆動モータ
と、各ジャッキ11、21、31に作動油を給排する図
示しない電磁弁と、ポスト1の図示しないクライミング
装置とは、図示しない制御装置にそれぞれ接続されてい
る。The leg drive motor of the folding frame 5, a solenoid valve (not shown) for supplying / discharging hydraulic oil to / from each jack 11, 21, 31 and a climbing device (not shown) of the post 1 are connected to a control device (not shown). Each is connected.
【0017】次に、ポスト1のクライミングの態様を説
明する。図1及び図2に示す上、下部梁2、3に支持し
た状態からポスト1をクライミングする際は、先ず、ク
ライミング装置でポスト1を支持する。次いで、折り畳
み架台5の脚材8を図4に示す位置に回動すると共に、
第3サポート材30を収縮して上、下部梁2、3からフ
リーとする。次いで、第2サポート材20を介して第3
サポート材30を図3に示す位置に旋回する。この状態
で、ポスト1と共に自動補強装置Aを上、下部梁2、3
の間の隙間Cを通過させて上昇させる。そして、架台5
の下面が所定の上部梁2Aの上面から若干の高さhに達
したら、ポスト1の上昇を停止する。そこで、折り畳み
架台5の脚材8を図2の状態に開き、必要に応じて第1
サポート材10と第2サポート材20を伸縮すると共
に、第2サポート材20を介して第3サポート材30を
図1の位置に旋回する。次いで、第3サポート材30を
伸長して上、下部梁2A、3A間に張設したのち、第1
サポート材10を収縮し、脚材8を介して架台5により
ポスト1を上部梁2Aに載置する。これらのクライミン
グ装置及び各サポート材10〜30の作動は、制御装置
により自動運転される。Next, a mode of climbing the post 1 will be described. When climbing the post 1 from the state of being supported by the upper and lower beams 2 and 3 as shown in FIGS. 1 and 2, first, the post 1 is supported by a climbing device. Next, the leg member 8 of the folding frame 5 is rotated to the position shown in FIG.
The third support member 30 is contracted so that the upper and lower beams 2 and 3 are free. Then, through the second support material 20, the third
The support material 30 is swung to the position shown in FIG. In this state, the automatic reinforcement device A together with the post 1 is placed on the upper and lower beams 2, 3
The gap C between them is passed through and raised. And the pedestal 5
When the lower surface of the post reaches a certain height h from the upper surface of the predetermined upper beam 2A, the ascent of the post 1 is stopped. Therefore, the legs 8 of the folding frame 5 are opened to the state shown in FIG.
The support material 10 and the second support material 20 are expanded and contracted, and the third support material 30 is swung to the position of FIG. 1 via the second support material 20. Then, the third support member 30 is stretched and stretched between the upper and lower beams 2A and 3A, and then the first support member 30 is stretched.
The support material 10 is contracted, and the post 1 is mounted on the upper beam 2A by the pedestal 5 via the leg material 8. The operations of these climbing devices and the respective support members 10 to 30 are automatically operated by the control device.
【0018】[0018]
【発明の効果】本発明は、以上説明したように構成され
ているので、梁の補強作業を自動化して梁が受ける荷重
を設計荷重以下に抑え、安全性を向上すると共に苦渋作
業をなくすことができる。EFFECTS OF THE INVENTION Since the present invention is configured as described above, it is possible to automate the reinforcing work of the beam and suppress the load received by the beam below the design load to improve safety and eliminate troublesome work. You can
【図1】本発明の一実施例を示すタワークレーンポスト
を梁に支持した状態の側面図。FIG. 1 is a side view showing a tower crane post according to an embodiment of the present invention supported on a beam.
【図2】図1の上面図。FIG. 2 is a top view of FIG.
【図3】タワークレーンポストを所定位置に上昇した状
態を示す側面図。FIG. 3 is a side view showing a state in which the tower crane post is raised to a predetermined position.
【図4】図3の上面図。FIG. 4 is a top view of FIG.
A・・・自動補強装置 C・・・梁間の隙間 H・・・梁間の高さ 1・・・タワークレーンポスト 2、2A・・・上部梁 3、3A・・・下部梁 5・・・折り畳み架台 6・・・ベース材 7・・・シャフト 8・・・脚材 10・・・第1サポート材 11・・・油圧ジャッキ 20・・・第2サポート材 21・・・油圧ジャッキ 30・・・第3サポート材 31・・・ロッド固定付油圧ジャッキ A ... Automatic reinforcement device C ... Gap between beams H ... Height between beams 1 ... Tower crane post 2, 2A ... Upper beam 3, 3A ... Lower beam 5 ... Folding Frame 6 ... Base material 7 ... Shaft 8 ... Leg material 10 ... First support material 11 ... Hydraulic jack 20 ... Second support material 21 ... Hydraulic jack 30 ... Third support material 31: Hydraulic jack with fixed rod
Claims (1)
縮自在な折り畳み架台の下面に吊設され伸縮機構及び旋
回機構を備えた複数の第1サポート材と、該第1サポー
ト材の旋回機構に一端が固設され伸縮機構を備えた水平
な第2サポート材と、該第2サポート材の他端に垂直に
固設され伸縮機構及び長さ固定機構を備えた第3サポー
ト材とを設けたことを特徴とする仮設機械の荷重を受け
る梁の自動補強装置。1. A plurality of first support members suspended from the lower surface of a collapsible folding base for supporting a base pillar of a temporary machine to a beam of a building, the first support members having an expansion mechanism and a rotation mechanism, and the first support members. A horizontal second support member having one end fixed to the swivel mechanism and provided with an expansion and contraction mechanism; and a third support member vertically fixed to the other end of the second support member and provided with an expansion and contraction mechanism and a length fixing mechanism. An automatic beam reinforcement device that receives the load of a temporary machine, characterized by being provided with.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP4175433A JP2575571B2 (en) | 1992-07-02 | 1992-07-02 | Automatic beam reinforcement device under load of temporary machine |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP4175433A JP2575571B2 (en) | 1992-07-02 | 1992-07-02 | Automatic beam reinforcement device under load of temporary machine |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH0617544A true JPH0617544A (en) | 1994-01-25 |
| JP2575571B2 JP2575571B2 (en) | 1997-01-29 |
Family
ID=15996019
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP4175433A Expired - Lifetime JP2575571B2 (en) | 1992-07-02 | 1992-07-02 | Automatic beam reinforcement device under load of temporary machine |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP2575571B2 (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2006062819A (en) * | 2004-08-26 | 2006-03-09 | Sumitomo Mitsui Construction Co Ltd | Climbing crane support method and support jig |
| JP2007238189A (en) * | 2006-03-03 | 2007-09-20 | Ohbayashi Corp | Tower crane support structure, tower crane support method |
| KR102301009B1 (en) * | 2020-03-30 | 2021-09-13 | 김윤호 | Lift with jib crane |
| CN119686565A (en) * | 2025-01-27 | 2025-03-25 | 北京市建筑工程研究院有限责任公司 | Lifting system of automatic building dismantling machine and application method thereof |
-
1992
- 1992-07-02 JP JP4175433A patent/JP2575571B2/en not_active Expired - Lifetime
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2006062819A (en) * | 2004-08-26 | 2006-03-09 | Sumitomo Mitsui Construction Co Ltd | Climbing crane support method and support jig |
| JP2007238189A (en) * | 2006-03-03 | 2007-09-20 | Ohbayashi Corp | Tower crane support structure, tower crane support method |
| KR102301009B1 (en) * | 2020-03-30 | 2021-09-13 | 김윤호 | Lift with jib crane |
| CN119686565A (en) * | 2025-01-27 | 2025-03-25 | 北京市建筑工程研究院有限责任公司 | Lifting system of automatic building dismantling machine and application method thereof |
| CN119686565B (en) * | 2025-01-27 | 2025-07-22 | 北京市建筑工程研究院有限责任公司 | Lifting system of automatic building dismantling machine and application method thereof |
Also Published As
| Publication number | Publication date |
|---|---|
| JP2575571B2 (en) | 1997-01-29 |
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