JPH0318502A - Building method for rack steelwork - Google Patents
Building method for rack steelworkInfo
- Publication number
- JPH0318502A JPH0318502A JP15063789A JP15063789A JPH0318502A JP H0318502 A JPH0318502 A JP H0318502A JP 15063789 A JP15063789 A JP 15063789A JP 15063789 A JP15063789 A JP 15063789A JP H0318502 A JPH0318502 A JP H0318502A
- Authority
- JP
- Japan
- Prior art keywords
- steel frame
- rack steel
- rack
- wire rope
- erected
- 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)
- Warehouses Or Storage Devices (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】
［産業上の利用分野］
本発明は自動倉庫のラックの如き鉄柱と横棧とからなる
ラック鉄骨をブロック化して地租みをして建てるラック
鉄骨建方工法に関するものである。[Detailed Description of the Invention] [Industrial Application Field] The present invention relates to a rack steel frame construction method in which a rack steel frame consisting of steel columns and crossbars, such as racks for automated warehouses, is made into blocks and built by ground tax. be.
［従来の技術］
自動倉庫ラックその他の倉庫のラックを構成するブロッ
ク化されたラック鉄骨をブロックごとに建てる場合、一
般的には、第３図及び第４図に示す如く、所要間隔を隔
てて配した鉄柱ｂ間に横１ｆｉｃを多段に配して取り付
けた構或のラック鉄骨ａを地上にてブロックごと地租み
し、各ブロックごとのラック鉄骨ａを大型クレーンｄを
用い巻土用口ープｆを介して吊り上げた後、縦向きの姿
勢にして第４図の如く吊り下げ、建立すべき個所の基礎
ｅ上に落し込んでラック鉄骨ａの柱脚部をアンカーボル
トにて基礎ｅに固定すると共に、隣りに既に建てられて
いるラック鉄骨がある場合は、その隣りのラック鉄骨ａ
の鉄柱ｂに上記基礎に固定したラック鉄骨ａの横棧Ｃを
結合させ、順次同様にしてブロックごとに地租みざれた
ラック鉄骨を大型クレーンで吊って既設のラック鉄骨に
並列させると共に横棧を隣のラック鉄骨の鉄柱に結合さ
せて組み立てて行く工法が採用されている。[Prior Art] When building rack steel frames that constitute automated warehouse racks and other warehouse racks block by block, they are generally placed at required intervals as shown in Figures 3 and 4. The rack steel frame a, which is installed in multiple stages with 1fic horizontally arranged between the steel pillars b, is ground in blocks on the ground, and the rack steel frame a for each block is rolled up using a large crane d. After hoisting it through the pipe f, hang it in a vertical position as shown in Fig. 4, drop it on the foundation e of the place to be erected, and attach the column base of the rack steel frame a to the foundation e with anchor bolts. If there is a rack steel frame already erected next to it, fix the rack steel frame a next to it.
Connect the side legs C of the rack steel frame A fixed to the foundation to the steel column b of the above, and in the same way, the rack steel frames that have been scraped for each block are lifted by a large crane and placed in parallel with the existing rack steel frames, and the side legs are attached. The construction method used is to connect it to the steel columns of the adjacent rack steel frame and assemble it.
［発明が解決しようとする課題］
ところが、上記従来一般に行われているラック鉄骨の建
方工法では、地租みをしたラック鉄骨ａを吊り上げてか
ら縦向きにして吊り下ろすものであるために、１日の使
用料の高い大型クレーンを必要とすると共に、該大型ク
レーンでラック鉄骨を吊り上げてから下ろす必要上から
建屋の上方には大きなスペースが必要となり、高さの低
い建屋内では高さの高いラック鉄骨を建てることができ
ず、又、狭い建屋内でクレーンをセットできないような
場合には従来の工法は採用できない、等の問題がある。[Problems to be Solved by the Invention] However, in the above-mentioned conventional method of constructing a rack steel frame, the rack steel frame a with a ground clearance is hoisted and then hung vertically. In addition to requiring a large crane with high daily usage fees, a large space is required above the building due to the need to lift and lower the rack steel frame with the large crane, and in a low-height building, a large crane is required. There are problems in that conventional construction methods cannot be used in cases where it is not possible to construct a steel rack frame, or where a crane cannot be set up in a narrow building.
そこで、本発明は、大型クレーンを使用することなく、
又、大型クレーンを使用できないような上方スペースの
小ざい制限された建屋内でも、あるいは、クレーンをセ
ットできないような狭い建屋内においても、容易にラッ
ク鉄骨を建てることができるようなラック鉄骨建方工法
を提供しようとするものである。Therefore, the present invention has been developed without using a large crane.
In addition, the rack steel frame can be easily erected even in buildings with limited upper space where large cranes cannot be used, or in narrow buildings where a crane cannot be set. The aim is to provide a construction method.
［課題を解決するための手段］
本発明は、上記課題を解決するために、鉄柱に横棧を固
定したラック鉄骨を地租みし、該ラック鉄骨の柱脚部と
なる一端を、基礎上に固定した固定金物にピン結合し、
上記ラック鉄骨の他端側に結着したワイヤロープを引く
ことによりラック鉄骨を起立させ、横棧を隣接のラック
鉄骨の鉄柱に結合させて組み立てるようにする。[Means for Solving the Problems] In order to solve the above-mentioned problems, the present invention provides a rack steel frame with side beams fixed to a steel column on the ground, and places one end of the rack steel frame that will become the column base on the foundation. Connect the fixed hardware with a pin,
By pulling the wire rope tied to the other end of the rack steel frame, the rack steel frame is erected, and the crossbars are connected to the adjacent steel columns of the rack steel frame to be assembled.
上記ワイヤロープの引張りは、既設のラック鉄骨に取り
付けた滑車にかけてウインチで巻き取ることにより行う
ようにし、又、上記滑車は、建てようとする隣りのラッ
ク鉄骨に付けるようにする。The wire rope is pulled by winding it up with a winch around a pulley attached to the existing rack steel frame, and the pulley is attached to the adjacent rack steel frame to be erected.
［作 用］
ワイヤロープを引張ると、地租みされたラック鉄骨は、
柱脚部のピン結合点を支点として起立させられる。起立
すると、横棧を隣りのラック鉄骨の鉄柱に結合させるこ
とにより組み立てられて行く。したがって、ラック鉄骨
が横の状態から縦の状態へ起立できるスペースがあれば
、本発明の工法が採用できる。[Function] When the wire rope is pulled, the rack steel frame, which has been
It can be erected using the pin connection point of the column base as a fulcrum. Once erected, it is assembled by connecting the crossbars to the steel columns of the adjacent rack steel frame. Therefore, if there is a space where the rack steel frame can be raised from a horizontal position to a vertical position, the construction method of the present invention can be adopted.
［実 施 例１ 以下、本発明の実施例を図面を参照して説明する。[Implementation Example 1] Embodiments of the present invention will be described below with reference to the drawings.
第１図及び第２図は本発明の一実施例を示すもので、自
動倉庫ラック鉄骨に適用した場合を示す。FIGS. 1 and 2 show an embodiment of the present invention, in which the invention is applied to an automated warehouse rack steel frame.
鉄柱２に横棧３を多段に固定して枠組みしてなる構造の
自動倉庫ラック鉄骨１を、自動倉庫の基礎床面４上でブ
ロックごとに地租みすると共に、該ラック鉄骨１を構成
する鉄柱２の下端部となる柱脚部を、上記基礎床面４側
にピンにて連結できるようにするためピン結合構造にし
、且つ上記ラック鉄骨１を上記基礎床面４に建てたとき
に上記鉄柱２の柱脚部が位置する基礎床面４の個所に、
上記柱脚部を受けてピン接合させるための固定金物５を
アンカーボルト６にて固定する。An automated warehouse rack steel frame 1, which has a frame structure in which horizontal beams 3 are fixed to steel columns 2 in multiple stages, is laid down block by block on the foundation floor 4 of the automated warehouse, and the steel columns that constitute the rack steel frame 1 are constructed. In order to enable the column foot portion which is the lower end of 2 to be connected to the foundation floor surface 4 side with a pin, a pin connection structure is used, and when the rack steel frame 1 is erected on the foundation floor surface 4, At the location of the foundation floor surface 4 where the column base of No. 2 is located,
A fixing hardware 5 for receiving and pin-joining the pillar base is fixed with an anchor bolt 6.
上記地租みをされたラック鉄骨１を自動倉庫の基礎床面
４に建てる場合は、地租みをしたラック鉄骨１の柱脚部
を、ブロックごとに対応する基礎床面４上の固定金物５
に、第２図に一例を示す如くピン７にて回動自在に結合
して止めて置き、且つ上記建てようとするラック鉄骨１
の頂部となる側の端部に、引き起こし用のワイヤロープ
８の一端を結着させる。上記ワイヤロー１８は、隣りに
既に建てられたラック鉄骨１がある場合は当該隣りのラ
ック鉄骨１の頂部と下部に引掛けて支持させた滑車９，
１０に順に掛けた後、ウインチ１１のドラムに巻き取る
ようにし、ウインチ１１を駆動させてワイヤロー１８を
ドラムに巻き取ることによりラック鉄骨１を固定金物５
との結合点を支点として引張り起こして行く。第１図に
示す如くワイヤロープ８を介して引張り起こされたラッ
ク鉄骨１が二点鎖線で示す如く直立させられると、横棧
３を隣りのラック鉄骨１の鉄柱２に固定して、隣接する
ラック鉄骨１同士を一体的に組み付けて行く。次のラッ
ク鉄骨１を建てるときは、同様にして、ラック鉄骨１の
ブロックが地租みされると、その柱脚部を基礎床面４に
固定した固定金物５にピン７にて結合した後、先に建て
られたラック鉄骨１から滑車９．１０を取り外して隣り
に建てられたラック鉄骨１に掛け換え支持させると共に
、これから建てようとするラック鉄骨１に一端を結着さ
せたワイヤロープ８を滑車９，１０に掛け回わず作業を
行い、該ワイヤロープ８を引張ることにより、地租みを
したラック鉄骨１を引張り起こして直立させ、隣りのラ
ック鉄骨１に組み付けて行くようにし、以後、同様に順
次地租みをし且つ柱脚部をピン結合構造にしたラック鉄
骨１を基礎床面４上の固定金物５にピン７で止めた状態
でワイヤ口ー１８を引張ることにより建てて行くように
する。When building the rack steel frame 1 with land tax on the foundation floor 4 of an automated warehouse, the column base of the rack steel frame 1 with land tax is attached to the fixed hardware 5 on the foundation floor 4 corresponding to each block.
As shown in FIG. 2, the rack steel frame 1 to be constructed is rotatably connected and fixed with a pin 7.
One end of the wire rope 8 for pulling is tied to the end of the side that will be the top of the wire rope 8. If there is a rack steel frame 1 already built next to the wire row 18, the pulley 9 is hooked onto the top and bottom of the adjacent rack steel frame 1 and supported.
10 in order, the rack steel frame 1 is wound onto the drum of the winch 11, and the winch 11 is driven to wind the wire row 18 onto the drum.
Using the connection point as a fulcrum, pull it up. As shown in FIG. 1, when the rack steel frame 1 pulled up via the wire rope 8 is made to stand upright as shown by the two-dot chain line, the crossbars 3 are fixed to the steel columns 2 of the adjacent rack steel frame 1, and The rack steel frames 1 are assembled integrally. When building the next rack steel frame 1, in the same way, once the blocks of the rack steel frame 1 are laid down, the column bases are connected to the fixed hardware 5 fixed to the foundation floor 4 with pins 7, and then The pulleys 9 and 10 are removed from the rack steel frame 1 that was built earlier and replaced and supported by the rack steel frame 1 that was built next to it, and the wire rope 8 is tied at one end to the rack steel frame 1 that is about to be built. Work is carried out without hanging around the pulleys 9 and 10, and by pulling the wire rope 8, the rack steel frame 1 on which the ground has been cleared is pulled up to stand upright, and is assembled to the adjacent rack steel frame 1. From then on, In the same way, the ground is cleared one after another, and the rack steel frame 1 with the column bases connected by pins is fixed to the fixed hardware 5 on the foundation floor 4 with the pins 7, and the wire port 18 is pulled. Make it.
このようにして、建物内の一方から他方へ順次同様な作
業を行い、最終的に建物内にラック鉄骨１のブロックを
地租みをするスペースがなくなって来たときは、ラック
鉄骨を各段ごとに組んで積み上げることにより組み立て
て行くようにする。又、作業の終端方向に建物の側壁が
ない場合は、建物の外部で地租みをしたラック鉄骨を前
記と同様の方法で建てるようにする。In this way, the same work is carried out sequentially from one side of the building to the other, and when there is finally no space left in the building to lay out the blocks for the rack steel frame 1, the rack steel frames are moved step by step. Assemble them by stacking them together. In addition, if there is no side wall of the building in the direction of the end of the work, a rack steel frame with ground clearance outside the building should be erected in the same manner as above.
なお、本発明のラック鉄骨の建方工法において、地租み
をしたラック鉄骨をワイヤロー１８で引張り起こすとき
に用いる滑車９と１０は、既に建てられたラック鉄骨１
に引掛けて用いるようにするが、第１番目のラック鉄骨
１を建てるときは隣りにラック鉄骨がないので、この場
合は建物の側壁内面を利用して滑車９，１０を掛けるよ
うにしてもよく、あるいは、第１番目のラック鉄骨はラ
ックごとに組んで積み上げて行くようにしてもよい。又
、本発明のラック鉄骨の建方工法は、自動倉庫ラック鉄
骨の建方に適用した例で説明したが、他の愈庫のラック
鉄骨でも同様に適用できることは勿論である。In addition, in the method of constructing a rack steel frame of the present invention, the pulleys 9 and 10 used when pulling up the rack steel frame on which the ground has been erected are pulled up using the wire row 18.
However, when building the first rack steel frame 1, there is no rack steel frame next to it, so in this case, you can use the inner surface of the side wall of the building to hang the pulleys 9 and 10. Alternatively, the first rack steel frame may be assembled and stacked rack by rack. Furthermore, although the rack steel frame construction method of the present invention has been described as an example in which it is applied to the construction of automatic warehouse rack steel frames, it goes without saying that it can be similarly applied to rack steel frames for other warehouses.
［発明の効果］
以上述べた如く、本発明のラック鉄骨の建方工法によれ
ば、地租みをしたラック鉄骨のブロックの柱脚部を、基
礎に固定した固定金物にピン結合して、該ピン結合部を
支点としてワイヤロープにて上記ラック鉄骨のブロック
を引張り上げて起こし、次いで、隣りに既に建てられて
いるラック鉄骨のブロックに接合させ、以後、同様に地
租みをざれ柱脚部をピン結合ざれたラック鉄骨のブロッ
クをワイヤロープで引張り起こして隣りのラック鉄骨に
接合して行くようにするの−で、従来の如きラック鉄骨
のブロックを一旦吊り上げて鉛直状態にした後に据付個
所へ落し込んで行く工法とは異なり、一日の使用料が高
い大型クレーンを必要とせず、これに伴い大型クレーン
で吊り上げてから落し込むだけの上部スペースのない建
物内でも容易にラック鉄骨の建方ができると共に、大型
クレーンをセットできない狭い場所でも容易にラック鉄
骨の建方を行うことができる、等の優れた効果を奏し得
る。[Effects of the Invention] As described above, according to the rack steel frame construction method of the present invention, the column bases of the rack steel blocks with ground clearance are connected with pins to the fixed hardware fixed to the foundation. Using the pin joint as a fulcrum, pull up the rack steel block using a wire rope, then join it to the rack steel block already built next door. The pin-jointed rack steel block is pulled up with a wire rope and connected to the adjacent rack steel frame.In this way, the rack steel block, which is conventionally hoisted to a vertical position, is moved to the installation location. Unlike the lowering method, there is no need for large cranes that are expensive to use per day, and as a result, steel racks can be easily erected even in buildings that do not have the upper space to lift them up with a large crane and then lower them. In addition, the rack steel frame can be easily erected even in a narrow space where a large crane cannot be set, and other excellent effects can be achieved.
第１図は本発明のラック鉄骨の建方工法の一実施例を示
す概略図、第２図はラック鉄骨の柱脚部を基礎上の固定
金物にピン結合する状態の一例を示す拡大図、第３図及
び第４図は従来一般的なラック鉄骨の建方工法を示す概
略図である。
１・・・ラック鉄骨、２・・・鉄柱、３・・・横棧、４
・・・基礎床面（基礎）、５・・・固定金物、７・・・
ピン、８・・・ワイヤロープ、９，１０・・・滑車、１
１・・・ウインチ。FIG. 1 is a schematic diagram showing an embodiment of the method of constructing a rack steel frame according to the present invention, and FIG. 2 is an enlarged view showing an example of a state where the column base of the rack steel frame is connected with a pin to a fixed hardware on the foundation. FIGS. 3 and 4 are schematic diagrams showing conventional methods of constructing rack steel frames. 1...Rack steel frame, 2...Iron column, 3...Yokoban, 4
...Foundation floor surface (foundation), 5...Fixed hardware, 7...
Pin, 8... Wire rope, 9, 10... Pulley, 1
1...Winch.
Claims (1)
をブロックごとに地租みし、該ラック鉄骨の柱脚部を基
礎上に固定した固定金物にピン結合し、次いで、上記ラ
ック鉄骨を上記ピン結合部を支点としてワイヤロープに
て引張り起こし、しかる後、上記ワイヤロープで引張り
起こしたラック鉄骨を既に建てられた隣りのラック鉄骨
に接合して行くことを特徴とするラック鉄骨の建方工法
。(1) The rack steel frame, which is assembled by fixing crossbars to steel columns, is laid down block by block, the column base of the rack steel frame is connected with pins to the fixed metal fittings fixed on the foundation, and then the above rack steel frame is assembled. A method of constructing a rack steel frame characterized in that the rack steel frame is pulled up with a wire rope using the pin joint as a fulcrum, and then the rack steel frame pulled up with the wire rope is joined to an adjacent rack steel frame that has already been erected. Construction method.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1150637A JP2817208B2 (en) | 1989-06-15 | 1989-06-15 | Construction method of rack steel frame |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1150637A JP2817208B2 (en) | 1989-06-15 | 1989-06-15 | Construction method of rack steel frame |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH0318502A true JPH0318502A (en) | 1991-01-28 |
| JP2817208B2 JP2817208B2 (en) | 1998-10-30 |
Family
ID=15501201
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP1150637A Expired - Lifetime JP2817208B2 (en) | 1989-06-15 | 1989-06-15 | Construction method of rack steel frame |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP2817208B2 (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2014152037A (en) * | 2013-02-13 | 2014-08-25 | Hiroshima Ps:Kk | Tire rack |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5336251A (en) * | 1976-09-16 | 1978-04-04 | Seiko Epson Corp | Cemented lens |
| JPS55151911A (en) * | 1979-05-12 | 1980-11-26 | Riyouji Morita | Rack assembling method of three dimensional automatic warehouse |
| JPS5729763U (en) * | 1980-07-28 | 1982-02-16 | ||
| JPS6344498A (en) * | 1986-08-05 | 1988-02-25 | シエル・インタ−ナシヨナル・リサ−チ・マ−トスハツペイ・ベ−・ヴエ− | pump pillar |
-
1989
- 1989-06-15 JP JP1150637A patent/JP2817208B2/en not_active Expired - Lifetime
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5336251A (en) * | 1976-09-16 | 1978-04-04 | Seiko Epson Corp | Cemented lens |
| JPS55151911A (en) * | 1979-05-12 | 1980-11-26 | Riyouji Morita | Rack assembling method of three dimensional automatic warehouse |
| JPS5729763U (en) * | 1980-07-28 | 1982-02-16 | ||
| JPS6344498A (en) * | 1986-08-05 | 1988-02-25 | シエル・インタ−ナシヨナル・リサ−チ・マ−トスハツペイ・ベ−・ヴエ− | pump pillar |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2014152037A (en) * | 2013-02-13 | 2014-08-25 | Hiroshima Ps:Kk | Tire rack |
Also Published As
| Publication number | Publication date |
|---|---|
| JP2817208B2 (en) | 1998-10-30 |
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