JPH07145672A - Device for raising up column member - Google Patents
Device for raising up column memberInfo
- Publication number
- JPH07145672A JPH07145672A JP29293793A JP29293793A JPH07145672A JP H07145672 A JPH07145672 A JP H07145672A JP 29293793 A JP29293793 A JP 29293793A JP 29293793 A JP29293793 A JP 29293793A JP H07145672 A JPH07145672 A JP H07145672A
- Authority
- JP
- Japan
- Prior art keywords
- column member
- truck
- pillar member
- carriage
- platform
- 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
- Conveying And Assembling Of Building Elements In Situ (AREA)
- Handcart (AREA)
Abstract
Description
【0001】[0001]
【産業上の利用分野】水平状に荷下ろしして仮置きした
柱部材を建起こす装置に関する。[Field of Industrial Application] The present invention relates to a device for unloading horizontally and erection of a column member temporarily placed.
【0002】[0002]
【従来の技術】水平に仮置きした柱部材を建起こす場合
は、クレーン2台で相吊して建起こす方法が一般に採用
されている。2. Description of the Related Art In the case where a column member temporarily placed horizontally is to be erected, a method is generally adopted in which two cranes are used to suspend each other.
【0003】[0003]
【発明の解決しようとする課題】普通一般に行はれてい
るクレーン2台で相吊して柱材を建起こす方法では次の
ような問題点がある。However, there are the following problems in the method of constructing a pillar material by suspending two cranes which are generally used in common.
【0004】(イ)クレーン2台の相吊のためクレーン
のオペレータ同志の合図が複雑で、吊り荷落下等の危険
性が高い。(A) Since the two cranes are suspended from each other, the operator's cues of the cranes are complicated, and the danger of dropping the suspended load is high.
【0005】(ロ)従って工費が嵩む。(B) Therefore, the construction cost is high.
【0006】(ハ)例えば柱部材がプレキャストボック
ス柱のような場合、ワイヤ等で表面を損傷したり、仕口
部材を溶接した鉄骨柱では、溶接部を床に衝突させたり
して損傷する危険性がある。(C) For example, when the pillar member is a precast box pillar, there is a risk that the surface may be damaged by a wire or the like, or a steel frame pillar in which a joint member is welded may be damaged by colliding the welded portion with the floor. There is a nature.
【0007】本発明は、これらの問題を解決するよう工
夫されたものである。The present invention has been devised to solve these problems.
【0008】[0008]
【課題を解決するための手段】本発明による柱部材建起
こし装置は、柱部材の端末を回転させる機能をもつ台車
Aと柱部材を台車Aに搭載した場合、水平に他端を支承
する台車Bと、前記台車A及び台車Bが走行するレール
架台とで構成される。A pillar member erection device according to the present invention is a bogie A having a function of rotating an end of a pillar member and a bogie for horizontally supporting the other end when the pillar member is mounted on the carriage A. B and a rail mount on which the carriage A and the carriage B travel.
【0009】台車Aには、柱部材の端末を搭載し柱部材
端部を水平軸の廻りに回転出来るような搭乗台が枢着さ
れている。On the carriage A, there is pivotally mounted a mounting table on which a terminal of a pillar member is mounted and an end of the pillar member can be rotated around a horizontal axis.
【0010】台車Bは柱部材の他端を支承する平坦な頂
部を形成し、前記台車Aと共に柱部材よりやや長いレー
ル架台上を走行するようになっている。柱部材下部を台
車Aの搭乗台に載せ、該柱部材上部を台車Bに載せた水
平状態の柱部材を、建起こす場合は台車Bの部位にある
柱部材の吊芯をワイヤロープで玉掛けし、クレーンで徐
々に吊上げると、柱部材上部は台車Bから浮上し、柱部
材下部は台車Aの搭乗台に載ったまま、水平回転軸のま
わりに回転しながら柱は徐々に起こされ同時に台車Aは
吊芯の下方に移動する。クレーンの吊フックの真下に来
ると柱部材は垂直になり所定の位置にセットされる。The carriage B has a flat top portion for supporting the other end of the pillar member, and is adapted to travel on a rail mount slightly longer than the pillar member together with the carriage A. The lower part of the pillar member is placed on the platform of the carriage A, and the upper part of the pillar member is placed on the carriage B. When erected, the hanging core of the pillar member at the portion of the carriage B is slid with a wire rope. When gradually lifted by a crane, the upper part of the pillar member floats up from the carriage B and the lower part of the pillar member remains on the platform of the carriage A while rotating around the horizontal rotation axis so that the pillar is gradually raised and at the same time the carriage A moves below the suspension core. The column member becomes vertical when it is directly below the hanging hook of the crane, and is set at a predetermined position.
【0011】[0011]
【実施例】図1はプレキャストボックス柱1を建起こそ
うとす状態を示す図である。図2はその側面図である。EXAMPLE FIG. 1 is a view showing a state in which a precast box column 1 is about to be erected. FIG. 2 is a side view thereof.
【0012】工場より入荷したプレキャストボックス柱
1は水平の状態で荷下ろしして仮置きする。建方時水平
の状態で台車AのL字型搭乗台2に下端を搭載する。搭
乗台2は台車Aの上部中央に設けた軸3に枢着してあ
り、軸3の廻りに自由に回転出来るようになっている。
かつ、該搭乗台2は、柱部材1が搭載されていない時、
任意の回転位置で静止しし得るように、搭乗台2の重心
を軸3が貫通するように回転バランスを考慮してある。
また柱部材1が当接する部分は、緩衝材としてゴム板4
を粘着し、図に示すように柱部材1の主筋5が伸びてい
る場合はL字型搭乗台2の端末に主筋5が貫通する孔を
設けるか、主筋を逃げる形状に形成する。The precast box pillars 1 received from the factory are horizontally unloaded and temporarily placed. The lower end is mounted on the L-shaped board 2 of the trolley A in a horizontal state during erection. The platform 2 is pivotally attached to a shaft 3 provided at the center of the upper portion of the carriage A, and is freely rotatable around the shaft 3.
Moreover, when the pillar member 1 is not mounted on the boarding platform 2,
The rotation balance is taken into consideration so that the shaft 3 penetrates the center of gravity of the platform 2 so as to be stationary at any rotation position.
Further, the portion where the pillar member 1 abuts is a rubber plate 4 as a cushioning material.
When the main bar 5 of the column member 1 is extended as shown in the figure, a hole through which the main bar 5 penetrates is provided at the end of the L-shaped board 2 or the main bar 5 is formed to escape the main bar.
【0013】台車Aの下部には車輪6を取着しレール7
の上を自由に移動可能となっている。Wheels 6 are attached to the lower part of the carriage A and rails 7 are attached.
It is possible to move freely on the above.
【0014】柱部材1の頂部を支承する台車Bは台車B
上部に、緩衝ゴム4を粘着し柱部材1の損傷を防止し平
坦な構造をしている。下部には台車Aと同様にレール7
上を自由に移動し得るように車輪8が設けてある。な
お、柱部材1が大きくなり台車B上の吊芯まで地上から
距離がある場合は、踏み台9を設けて、容易に吊芯まで
手が届くようにしてある。10は踏み台9の手摺であ
る。11は台車A、Bがレールから脱線しないようにす
るためのストッパとする。The carriage B supporting the top of the pillar member 1 is a carriage B.
A cushioning rubber 4 is adhered to the upper part to prevent the pillar member 1 from being damaged and has a flat structure. Rail 7 at the bottom as well as truck A
Wheels 8 are provided so that they can move freely above. When the pillar member 1 becomes large and the suspension core on the trolley B is far from the ground, a step 9 is provided so that the suspension core can be easily reached. Reference numeral 10 is a handrail of the step stool 9. Numeral 11 is a stopper for preventing the carriages A and B from derailing from the rails.
【0015】次に本装置の動作を説明する。柱建起こし
前に図1の如く柱部材1の下端部を台車Aの搭乗台2に
搭載する。この場合、前述の如くL字型搭乗台2は回転
軸3に対して回転バランスが配慮してあるので、無理な
力を必要とせず手動でスムースに自由な回転姿勢を採る
ことができ、作業上の危険がない。同時に柱部材1の頂
部は台車Bの上に搭載する。しかる後、台車Bの上部に
ある柱部材1の吊芯にワイヤロープを玉掛けする。この
場合、柱部材1が大きくて吊芯までの高さが高い場合
は、踏み台9を利用する。玉掛けが終了したらクレーン
で徐々に巻き上げる。柱部材1の頂部は徐々に台車Bか
ら浮上して、柱部材1の下部は台車Aの回転軸3の廻り
に回転しながら台車Aは吊芯の下部方向に移動する。完
全に吊り上げたところで、柱部材1を垂直にして所定の
位置にセットする。Next, the operation of this apparatus will be described. Before erecting the pillar, the lower end of the pillar member 1 is mounted on the board 2 of the carriage A as shown in FIG. In this case, as described above, the L-shaped board 2 has a rotational balance with respect to the rotary shaft 3, so that it is possible to manually and smoothly take a free rotational posture without requiring excessive force. There is no danger above. At the same time, the top of the pillar member 1 is mounted on the carriage B. Then, the wire rope is slung on the suspension core of the pillar member 1 on the upper portion of the carriage B. In this case, when the pillar member 1 is large and the height to the suspension core is high, the step 9 is used. When the sling is finished, gradually hoist it with a crane. The top of the pillar member 1 gradually floats above the carriage B, and the lower portion of the pillar member 1 rotates around the rotation shaft 3 of the carriage A while the carriage A moves toward the lower portion of the suspension core. When the column member 1 is completely lifted, the column member 1 is set vertically and set at a predetermined position.
【0016】図1はプレキャストボックス柱の例につい
て説明したが、本装置はその他鉄骨柱についても応用可
能である。Although FIG. 1 illustrates the example of the precast box column, the present apparatus can be applied to other steel frame columns.
【0017】[0017]
【発明の効果】本発明の効果は次の通りである。The effects of the present invention are as follows.
【0018】(イ)クレーンの動作は巻き上げのみで、
極めて簡単なため作業の安全性が高い。(B) The crane operates only by hoisting,
The work is very safe because it is extremely simple.
【0019】(ロ)玉掛け人員、相番クレーンが削減出
来るので工費節減となる。(B) Since the number of slinging personnel and phase number cranes can be reduced, the construction cost can be reduced.
【0020】(ハ)プレキャストボックス柱の表面の損
傷、鉄骨柱の仕口部の損傷等がなく施工品質が確保出来
る。(C) The construction quality can be secured without damage to the surface of the precast box column or damage to the joint of the steel frame column.
【図1】本装置をプレキャストボックス柱に適用した例
を示す図である。FIG. 1 is a diagram showing an example in which the present apparatus is applied to a precast box column.
【図2】図1の側面図である。FIG. 2 is a side view of FIG.
1・・・プレキャストボックス柱、2・・・搭乗台、3
・・・回転軸、4・・・ゴム板、5・・・柱主筋、6・
・・車輪、7・・・レール、8・・・車輪、9・・・踏
み台、10・・・手摺、11・・・ストッパ、A・・・
台車A、B・・・台車B1 ... Precast box pillar, 2 ... Boarding platform, 3
... Rotation axis, 4 ... Rubber plate, 5 ... Column main bar, 6 ...
..Wheels, 7 ... Rails, 8 ... Wheels, 9 ... Steps, 10 ... Handrails, 11 ... Stoppers, A ...
Trucks A, B ... Truck B
───────────────────────────────────────────────────── フロントページの続き (72)発明者 池田 隆司 大阪府大阪市西区阿波座1丁目3番15号 鹿島建設株式会社大阪支店内 ─────────────────────────────────────────────────── ─── Continued Front Page (72) Inventor Takashi Ikeda 1-3-15 Awaza, Nishi-ku, Osaka City, Osaka Prefecture Kashima Construction Co., Ltd. Osaka Branch
Claims (2)
ル7よりなる柱部材建起こし装置に於いて、前記台車A
は柱部材1の下端を搭載し、該柱部材の下端は台車A上
部の水平軸3の廻りに自由に回転するよう形成し、柱部
材頂部は、該柱部材1を水平に支承する台車Bに搭載し
共にレール7の上を自由に走行し得るようにし、台車B
上の柱部材1にある吊芯で該柱部材を建起こすことを特
徴とした柱部材建起こし装置。1. A pillar member erection device comprising a carriage A, a carriage B, and a rail 7 on which the carriage travels.
Mounts the lower end of the pillar member 1, the lower end of the pillar member is formed so as to freely rotate around the horizontal axis 3 above the carriage A, and the top of the pillar member B supports the pillar member 1 horizontally. Mounted on the rail 7 so that they can travel freely on the rail 7,
A pillar member erection device, characterized in that the pillar member is erected by a suspension core in the upper pillar member 1.
する軸3よりなる搭乗台2を設けてなることを特徴とす
る請求項1記載の柱部材建起こし装置。2. The pillar member erection device according to claim 1, wherein the rotating portion of the trolley A is provided with a boarding platform 2 composed of a shaft 3 located at the center of gravity of rotation.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP5292937A JP2734353B2 (en) | 1993-11-24 | 1993-11-24 | Column member erecting device |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP5292937A JP2734353B2 (en) | 1993-11-24 | 1993-11-24 | Column member erecting device |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH07145672A true JPH07145672A (en) | 1995-06-06 |
JP2734353B2 JP2734353B2 (en) | 1998-03-30 |
Family
ID=17788349
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP5292937A Expired - Fee Related JP2734353B2 (en) | 1993-11-24 | 1993-11-24 | Column member erecting device |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP2734353B2 (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2003081554A (en) * | 2001-09-11 | 2003-03-19 | Kumagai Gumi Co Ltd | Erecting method for elevator shaft |
Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH071195U (en) * | 1993-06-11 | 1995-01-10 | 清水建設株式会社 | Steel frame erection equipment |
-
1993
- 1993-11-24 JP JP5292937A patent/JP2734353B2/en not_active Expired - Fee Related
Patent Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH071195U (en) * | 1993-06-11 | 1995-01-10 | 清水建設株式会社 | Steel frame erection equipment |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2003081554A (en) * | 2001-09-11 | 2003-03-19 | Kumagai Gumi Co Ltd | Erecting method for elevator shaft |
Also Published As
Publication number | Publication date |
---|---|
JP2734353B2 (en) | 1998-03-30 |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
A01 | Written decision to grant a patent or to grant a registration (utility model) |
Free format text: JAPANESE INTERMEDIATE CODE: A01 Effective date: 19971125 |
|
LAPS | Cancellation because of no payment of annual fees |