JPH0673887A - Building method of elevating type storage tower - Google Patents

Building method of elevating type storage tower

Info

Publication number
JPH0673887A
JPH0673887A JP24869292A JP24869292A JPH0673887A JP H0673887 A JPH0673887 A JP H0673887A JP 24869292 A JP24869292 A JP 24869292A JP 24869292 A JP24869292 A JP 24869292A JP H0673887 A JPH0673887 A JP H0673887A
Authority
JP
Japan
Prior art keywords
outer frame
stage
frame corner
scaffold
constructing
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
Application number
JP24869292A
Other languages
Japanese (ja)
Other versions
JP2978014B2 (en
Inventor
Hitoshi Kurita
齋 栗田
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.)
ISHIKAWAJIMA YUSOKI KK
IHI Corp
Original Assignee
ISHIKAWAJIMA YUSOKI KK
IHI Corp
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 ISHIKAWAJIMA YUSOKI KK, IHI Corp filed Critical ISHIKAWAJIMA YUSOKI KK
Priority to JP4248692A priority Critical patent/JP2978014B2/en
Publication of JPH0673887A publication Critical patent/JPH0673887A/en
Application granted granted Critical
Publication of JP2978014B2 publication Critical patent/JP2978014B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Landscapes

  • Movable Scaffolding (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)

Abstract

PURPOSE:To reduce manhour and improve safety for working by using an elevatable working table as a scaffold, assembling an outer frame part in order upward so as to complete an outer frame, and thereafter fitting shelf bridge parts into the outer frame downward. CONSTITUTION:Pillar materials 18, 18 of a first stage outer frame corner part are standingly provided on a foundation 13, and an elevatable working table 32 is arranged in the inner space 27. Next, while using the working table 32 as a scaffold, a first stage outer frame part 15 is built between the adjoining outer frame corner part pillar materials 18. Next the lower ends of pillar materials of a second stage outer frame corner part are added to the upper ends of the first stage outer frame corner part pillars 18. Next, the working table is elevated, and while using it as the scaffold, a second stage outer frame part 16 is built between the second outer frame corner part pillars 19. Then while building the outer frame part 17 of required stages by similar procedure, an outer frame 14 is completed. While bringing down the working table 32 from the upper part of the frame 14, shelf bridge parts 31... are formed on both sides of the elevating passage 26 in order using the working table 32 as the scaffold.

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、昇降式格納塔の建設方
法に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for constructing an elevating storage tower.

【0002】[0002]

【従来の技術】エレベータ式駐車装置などの昇降式格納
塔の建設方法を図14・図15を用いて説明する。
2. Description of the Related Art A method for constructing an elevator type storage tower such as an elevator parking apparatus will be described with reference to FIGS.

【0003】先ず、基礎1上に第一段目の外枠コーナー
部柱材2を四本立設し、隣接する外枠コーナー部柱材2
間に外枠用横梁3などを連結して第一段目の外枠部4を
構築する。
First, four first-stage outer frame corner column members 2 are erected on the foundation 1, and adjacent outer frame corner column members 2 are provided.
The outer frame lateral beam 3 and the like are connected in between to construct the first stage outer frame portion 4.

【0004】第一段目の外枠部4が構築されたら、第一
段目の外枠部4内部において昇降路5となる部分の両側
に棚桟6を取付ける。
After the outer frame portion 4 of the first stage is constructed, shelf bars 6 are attached to both sides of a portion which becomes the hoistway 5 inside the outer frame portion 4 of the first stage.

【0005】第一段目の外枠部4に棚桟6が取付けられ
たら、各棚桟6に車両を載せるためのパレット7を置く
と共に、最上部のパレット7間に、昇降路5を横断する
よう渡板8を渡し、該パレット7及び渡板8を足場とし
て第一段目の外枠コーナー部柱材2の上部に第二段目の
外枠コーナー部柱材9を継ぎ足し、第二段目の外枠コー
ナー部柱材9が継ぎ足されたら、第一段目と同様、第二
段目の外枠コーナー部柱材9に外枠用横梁3や棚桟6な
どを取付けて、第二段目の外枠部を構成する。
When the racks 6 are attached to the outer frame portion 4 of the first stage, pallets 7 for mounting a vehicle are placed on each rack 6 and the hoistway 5 is traversed between the uppermost pallets 7. So that the pallet 7 and the crossing plate 8 are used as scaffolding and the second outer frame corner part pillar member 9 is added to the upper part of the first outer frame corner part pillar member 2, When the outer frame corner part pillar material 9 of the step is replenished, as in the first step, the outer frame cross beam 3 and the shelf bar 6 are attached to the outer frame corner part pillar material 9 of the second step, It constitutes the outer frame part of the second stage.

【0006】以後、第一段目及び第二段目と同様にし
て、第三段目以降の外枠部を構築して行き、所望の高さ
の外枠10を完成する。
Thereafter, similarly to the first stage and the second stage, the outer frame portion of the third stage and thereafter is constructed to complete the outer frame 10 of a desired height.

【0007】外枠10が完成されたら、昇降路5部分
に、パレット7に載せた車両を各棚桟6へ搬送するため
の図示しないケージを昇降自在に設け、ケージを利用し
て必要な材料を運搬させると共に、各棚桟6に置かれた
パレット7を足場として外枠10の外面に耐火被覆11
や壁板12などを貼付け、エレベータ式駐車装置を完成
する。
When the outer frame 10 is completed, a cage (not shown) for transporting the vehicle mounted on the pallet 7 to each shelf bar 6 is provided in the hoistway 5 portion so that the cage can be moved up and down, and necessary materials can be used by using the cage. The pallet 7 placed on each shelf 6 is used as a scaffold, and the outer surface of the outer frame 10 has a fireproof coating 11
And the wall plate 12 are attached to complete the elevator parking device.

【0008】[0008]

【発明が解決しようとする課題】しかしながら、上記従
来の昇降式格納塔の建設方法には、以下のような問題が
あった。
However, the above-mentioned conventional method for constructing a hoisting-type storage tower has the following problems.

【0009】即ち、上記したように、各段の外枠部4を
構築する度ごとに、その外枠部4に棚桟6を取付け、且
つ、パレット7を置く作業を行っていたので、複数種類
の部材を交互に搬入する必要が生じ、部材の搬入作業が
煩雑となって工数の増加を招いていた。
That is, as described above, every time the outer frame portion 4 of each stage is constructed, the work piece 6 is attached to the outer frame portion 4 and the pallet 7 is placed. Since it was necessary to alternately carry in various kinds of members, the work of carrying in the members became complicated, resulting in an increase in man-hours.

【0010】又、下段の外枠部4における最上部の棚桟
6に置いたパレット7間に渡板8を渡し、パレット7及
び渡板8を足場として下段の外枠コーナー部柱材2の上
部に上段の外枠コーナー部柱材9を継ぎ足すようにして
いたので、作業の安全性を確保しにくかった。
Further, the cross plate 8 is passed between the pallets 7 placed on the uppermost shelf bars 6 in the lower outer frame portion 4, and the pallet 7 and the cross plate 8 are used as scaffolds to support the lower outer frame corner pillar material 2. It was difficult to ensure the safety of the work because the upper frame corner section pillar material 9 was added to the upper part.

【0011】本発明は、上述の実情に鑑み、工数の減少
と安全性の向上を図り得るようにした昇降式格納塔の建
設方法を提供することを目的とするものである。
In view of the above situation, it is an object of the present invention to provide a method for constructing an elevating storage tower which can reduce the number of steps and improve the safety.

【0012】[0012]

【課題を解決するための手段】本発明は、複数段の棚桟
部31を昇降路26の両側に有する昇降式格納塔12の
建設方法において、基礎13上に昇降式格納塔12の外
枠14を構成するための第一段目の外枠コーナー部柱材
18を複数本立設し、各外枠コーナー部柱材18の内部
空間27に昇降自在に配置された作業台32を各外枠コ
ーナー部柱材18の上端から下方へ垂下させた索状部材
42に伝わらせて昇降させつつ、作業台32を足場とし
て隣接する外枠コーナー部柱材18間に外枠用横梁22
を連結させるなどして第一段目の外枠部15を構築し、
外枠部15の構築後、第一段目の外枠コーナー部柱材1
8の上端部近傍に作業台32を位置固定させて、前記索
状部材42を第一段目の外枠コーナー部柱材18から第
二段目の外枠コーナー部柱材19の上端に付け替えると
共に、前記作業台32を足場として第一段目の外枠コー
ナー部柱材18の上端に、第二段目の外枠コーナー部柱
材19の下端を継ぎ足し、継ぎ足し後、第一段目の外枠
コーナー部柱材18の上端部近傍と作業台32との固定
状態を解除して、第二段目の外枠コーナー部柱材19の
上端に付け替えられた索状部材42に伝わらせて作業台
32を昇降させつつ、作業台32を足場として第二段目
の外枠コーナー部柱材19間に外枠用横梁22を連結さ
せるなどして第二段目の外枠部16を構築し、外枠部1
6の構築後、上記と同様にして第二段目の外枠部16の
上部に必要な段数分の外枠部17を構築して外枠14を
完成し、外枠14が完成したら、外枠14の上部から作
業台32を下降させつつ作業台32を足場にして下方ヘ
向け順番に昇降路26の両側に棚桟部31を形成して行
くことを特徴とする昇降式格納塔の建設方法にかかるも
のである。
SUMMARY OF THE INVENTION The present invention is a method of constructing an elevating storage tower 12 having a plurality of shelves 31 on both sides of a hoistway 26 in a method of constructing an elevating storage tower 12 on a foundation 13. A plurality of first-stage outer frame corner portion column members 18 for constituting the fourteen are erected, and a workbench 32 that is vertically movable in the internal space 27 of each outer frame corner portion column member 18 is used for each outer frame. An outer frame cross beam 22 is provided between the adjacent outer frame corner column members 18 using the workbench 32 as a scaffold while being moved up and down by being transmitted to the cord-shaped member 42 hanging downward from the upper ends of the corner column members 18.
The outer frame portion 15 of the first stage is constructed by connecting the
After constructing the outer frame part 15, the outer frame corner part pillar material 1 of the first stage
The workbench 32 is fixed in the vicinity of the upper end portion of 8, and the cord-like member 42 is replaced with the upper end of the outer frame corner portion pillar material 18 of the second stage from the outer frame corner portion pillar material 18 of the first stage. At the same time, using the workbench 32 as a scaffold, the lower end of the outer frame corner part pillar material 19 of the second step is added to the upper end of the outer frame corner part pillar material 18 of the first step, and after the addition, the first step Release the fixed state between the worktable 32 and the vicinity of the upper end of the outer frame corner part pillar material 18, and transmit it to the cord-shaped member 42 attached to the upper end of the second step outer frame corner part pillar material 19. While raising and lowering the workbench 32, the workbench 32 is used as a scaffold to connect the outer frame crossbeams 22 between the second-stage outer frame corner section pillar members 19 to construct the second-stage outer frame portion 16. The outer frame 1
After the construction of 6, the outer frame portion 17 for the required number of steps is constructed on the upper portion of the second outer frame portion 16 in the same manner as described above to complete the outer frame 14, and when the outer frame 14 is completed, Construction of an elevating storage tower characterized by forming shelf bars 31 on both sides of the hoistway 26 in order toward the downward direction with the workbench 32 as a scaffold while descending the workbench 32 from the upper part of the frame 14. It depends on the method.

【0013】[0013]

【作用】本発明の作用は以下の通りである。The operation of the present invention is as follows.

【0014】基礎13上に、昇降式格納塔12の外枠1
4を構成するための第一段目の外枠コーナー部柱材18
を複数本(通常は四本)立設する。
On the foundation 13, the outer frame 1 of the lifting storage tower 12
First stage outer frame corner part pillar material 18 for constituting No. 4
Set up several (usually four) stands.

【0015】各外枠コーナー部柱材18の内部空間27
に昇降自在に作業台32を配置し、該作業台32を、各
外枠コーナー部柱材18の上端から下方へ垂下させた索
状部材42に伝わらせて昇降できるようにし、作業台3
2を足場として隣接する外枠コーナー部柱材18間に外
枠用横梁22を連結させるなどして、第一段目の外枠部
15を構築する。
Internal space 27 of each outer frame corner portion pillar material 18
A workbench 32 is arranged so as to be able to move up and down freely, and the workbench 32 can be moved up and down by being transmitted to a cord-shaped member 42 that hangs downward from the upper ends of the outer frame corner portion column members 18.
The outer frame portion 15 of the first stage is constructed by connecting the outer frame lateral beams 22 between the adjacent outer frame corner portion pillar members 18 with the scaffolding 2 as a scaffold.

【0016】第一段目の外枠部15が構築されたら、第
一段目の外枠コーナー部柱材18の上端部近傍に作業台
32を位置固定させて、前記索状部材42を第一段目の
外枠コーナー部柱材18から第二段目の外枠コーナー部
柱材19の上端に付け替える。
After the outer frame portion 15 of the first stage is constructed, the workbench 32 is fixed in position near the upper end of the column member 18 of the outer frame corner portion of the first stage, and the cord-shaped member 42 is moved to the first position. The first-stage outer frame corner part pillar member 18 is replaced with the upper end of the second-stage outer frame corner part pillar member 19.

【0017】そして、前記作業台32を足場として第一
段目の外枠コーナー部柱材18の上端に、第二段目の外
枠コーナー部柱材19の下端を継ぎ足す。
Then, using the workbench 32 as a scaffolding, the lower end of the second-stage outer frame corner portion column member 19 is added to the upper end of the first-stage outer frame corner portion column member 18.

【0018】第一段目の外枠コーナー部柱材18の上端
に第二段目の外枠コーナー部柱材19の端が継ぎ足され
たら、第一段目の外枠コーナー部柱材18の上端部近傍
と作業台32との固定状態を解除して、第二段目の外枠
コーナー部柱材19の上端に付け替えられた索状部材4
2に伝わらせて作業台32を昇降させられるようにし、
作業台32を足場として第二段目の外枠コーナー部柱材
19間に外枠用横梁22を連結させるなどして第二段目
の外枠部16を構築する。
When the ends of the second-stage outer frame corner portion column members 19 are added to the upper ends of the first-stage outer frame corner portion column members 18, the first-stage outer frame corner portion column members 18 are The cord-like member 4 that is released from the fixed state of the vicinity of the upper end and the workbench 32 and is attached to the upper end of the second-stage outer frame corner portion pillar member 19
2 so that the workbench 32 can be moved up and down,
The work frame 32 is used as a scaffold to connect the outer frame cross beam 22 between the second-stage outer frame corner portion pillar members 19 to construct the second-stage outer frame portion 16.

【0019】第二段目の外枠部16が構築されたら、上
記と同様の手順で第二段目の外枠部16の上部に必要な
段数分の外枠部17を構築して外枠14を完成する。
After the outer frame portion 16 of the second stage is constructed, the outer frame portions 17 for the required number of stages are constructed on the upper portion of the outer frame portion 16 of the second stage by the same procedure as described above. Complete 14.

【0020】外枠14が完成したら、外枠14の上部か
ら作業台32を下降させつつ、作業台32を足場にし
て、下方ヘ向け順番に昇降路26の両側に棚桟部31を
形成して行く。
When the outer frame 14 is completed, the work platform 32 is lowered from the upper portion of the outer frame 14 and the work platform 32 is used as a scaffold to form the rack bars 31 on both sides of the hoistway 26 in order toward the lower side. Go.

【0021】このように、下から上へと順番に外枠部1
5,16,17を組み上げて外枠14を完成した後、上
から下へと順番に棚桟部31を取付けるようにしたの
で、各工程で搬入すべき部品の種類を減らすことがで
き、部材の搬入作業が単純化できて、工数が減少され
る。
In this way, the outer frame portion 1 is sequentially arranged from bottom to top.
After assembling 5, 16, and 17 to complete the outer frame 14, the rack bars 31 are attached in order from top to bottom, so that it is possible to reduce the types of parts to be carried in in each process, The loading work can be simplified and the man-hours can be reduced.

【0022】又、外枠部15を組立てる際に、同時に棚
桟部31を取付けないで、棚桟部31は後から取付ける
ようにしているので、作業工程で一貫して作業台32を
使用することが可能となり、特に、外枠コーナー部柱材
18,19,20の継ぎ足し時などに、大幅に作業の安
全性を向上することが可能となる。
Further, when the outer frame portion 15 is assembled, the shelf rail portion 31 is not attached at the same time, but the shelf rail portion 31 is attached later, so that the workbench 32 is used consistently in the working process. This makes it possible to significantly improve the safety of work especially when the outer frame corner portion column members 18, 19, 20 are replenished.

【0023】[0023]

【実施例】以下、本発明の実施例を図面を参照しつつ説
明する。
Embodiments of the present invention will be described below with reference to the drawings.

【0024】図1〜図13は、本発明の一実施例であ
る。
1 to 13 show an embodiment of the present invention.

【0025】図1中、12は基礎13の上に設けられた
昇降式格納塔、14は複数段の外枠部15,16,17
を積み重ねて形成される昇降式格納塔12の外枠、1
8,19,20は各外枠部15,16,17を構成する
外枠コーナー部柱材であって、複数本の外枠コーナー部
柱材18,19,20を継ぎ足して昇降式格納塔12の
外枠コーナー柱21が形成される。22は隣接する外枠
コーナー部柱材18,19,20間を連結して外枠部1
5,16,17を構成する外枠用横梁、23は外枠部1
5,16,17の補強用斜材、24は外枠14の外周に
貼付けられる耐火被覆、25は昇降式格納塔12の壁板
である。
In FIG. 1, reference numeral 12 is an elevating storage tower provided on a foundation 13, and 14 is outer frame portions 15, 16, 17 having a plurality of stages.
Outer frame of the elevating storage tower 12 formed by stacking 1
Reference numerals 8, 19, and 20 denote outer frame corner portion column members that form the outer frame portions 15, 16, and 17, and a plurality of outer frame corner portion column members 18, 19, 20 are added to the elevating storage tower 12 The outer frame corner pillar 21 is formed. Reference numeral 22 indicates the outer frame portion 1 by connecting the adjacent outer frame corner column members 18, 19, 20.
5, 16 and 17, the outer frame cross beam, 23 is the outer frame portion 1
5, 16 and 17 reinforcing diagonal members, 24 is a fireproof coating attached to the outer periphery of the outer frame 14, and 25 is a wall plate of the elevating storage tower 12.

【0026】26は昇降式格納塔12の内部空間27中
央部に設けられた昇降路、28は昇降路26に昇降可能
に設けられた車両29を載せるパレット30を運搬する
ためのケージ、31は昇降路26の両側に設けられた、
パレット30ごと車両29を格納する棚桟部である。
26 is a hoistway provided in the central portion of the internal space 27 of the hoisting storage tower 12, 28 is a cage for carrying a pallet 30 on which the vehicle 29, which is hoistable in the hoistway 26, is carried, and 31 is Provided on both sides of the hoistway 26,
It is a shelf rail that stores the vehicle 29 together with the pallet 30.

【0027】図2〜図5中、32は外枠14の内部空間
27を昇降自在に設けられた作業台であって、ほぼ平行
な一対の本体部33と、本体部33の両端間を連結する
平行な一対の延長部材34とから成る矩形枠状の構造を
しており、延長部材34を用いずに本体部33どうしを
つなぎ合わせることにより昇降路26に対応する大きさ
に縮小することができるようになっている。
In FIG. 2 to FIG. 5, reference numeral 32 denotes a workbench which is provided so that the inner space 27 of the outer frame 14 can be raised and lowered, and a pair of substantially parallel main body portions 33 and both ends of the main body portion 33 are connected to each other. It has a rectangular frame-like structure composed of a pair of parallel extending members 34, and by connecting the main body portions 33 to each other without using the extending member 34, the size can be reduced to a size corresponding to the hoistway 26. You can do it.

【0028】前記作業台32は上記の他に、上面の外縁
部分に安全柵35を、又、下面の四つのコーナー部にそ
れぞれ巻取機36を備え、更に、上面の四つのコーナー
部にはそれぞれ、先端にシャックル37を備えた係止用
索38が取付けられている。
In addition to the above, the workbench 32 is provided with a safety fence 35 on the outer edge portion of the upper surface, a winding machine 36 at each of the four corner portions of the lower surface, and further at each of the four corner portions of the upper surface. A locking rope 38 having a shackle 37 is attached to each tip.

【0029】39は作業台32の本体部33と延長部材
34などを連結するための目板である。
Reference numeral 39 is an eye plate for connecting the main body 33 of the workbench 32 to the extension member 34 and the like.

【0030】図6中、40は各外枠コーナー部柱材1
8,19,20の上端部に着脱自在に取付けられる索状
部材係止具であって、張出部41に、前記巻取機36に
巻き取らせる索状部材42の上端と、前記係止用索38
の先端に取付けられたシャックル43,37を係止する
ための孔44がそれぞれ設けられている。
In FIG. 6, 40 is the column member 1 of each outer frame corner portion.
A cord-like member locking device that is detachably attached to the upper ends of 8, 19, and 20, the upper end of a cord-shaped member to be wound on the winder by the overhanging portion, and the locking. Cord 38
Holes 44 for locking the shackles 43, 37 attached to the tips of the respective are provided.

【0031】図11・図12中、45は追加の索状部材
係止具46,47を支持するために設けられる梁部材で
ある。
In FIGS. 11 and 12, reference numeral 45 is a beam member provided to support additional cord-like member locking members 46 and 47.

【0032】そして、以下の手順で昇降式格納塔12を
組立てる。
Then, the elevating storage tower 12 is assembled in the following procedure.

【0033】先ず、予め地上にて各外枠コーナー部柱材
18,19,20の上端部に索状部材係止具40を取付
けておく。
First, the cord-like member locking tool 40 is previously attached to the upper ends of the outer frame corner column members 18, 19 and 20 on the ground.

【0034】この状態で、第一段目の外枠コーナー部柱
材18上端部の索状部材係止具40に、外枠コーナー柱
21の高さ寸法よりもよりも長くした索状部材42の上
端のシャックル43を結合し、図示しないクレーンなど
を用いて第一段目の外枠コーナー部柱材18を吊り上げ
て、図7に示すように、基礎13上に立設させる。
In this state, the cord-shaped member locking tool 40 at the upper end of the outer frame corner column member 18 at the first stage has a cord-shaped member 42 longer than the height of the outer frame corner column 21. The shackle 43 at the upper end of is connected, the outer frame corner part pillar material 18 of the first stage is lifted up using a crane or the like not shown, and it is erected on the foundation 13 as shown in FIG.

【0035】こうして、基礎13上に四本の外枠コーナ
ー部柱材18が立設されたら、各外枠コーナー部柱材1
8にて囲まれる内部空間27に作業台32を昇降自在に
配置し、作業台32下面の四つのコーナー部に取付けら
れた巻取機36に、対応する索状部材42を巻き掛け
て、巻取機36で索状部材42を巻き取り及び巻き戻し
を行わせることにより、索状部材42を伝って作業台3
2を昇降させ得るようにする。
In this way, when the four outer frame corner column members 18 are erected on the foundation 13, each outer frame corner column member 1
The workbench 32 is arranged so as to be able to move up and down in the internal space 27 surrounded by 8, and the corresponding cord-shaped member 42 is wound around the winder 36 attached to the four corners of the lower surface of the workbench 32 and wound. The take-up device 36 causes the cord-shaped member 42 to be wound and unwound, so that the work table 3 is transmitted along the cord-shaped member 42.
2 to be able to move up and down.

【0036】作業台32の用意ができたら、巻取機36
に巻き取りを行わせることにより作業台32を所望の高
さに上昇させつつ、作業台32を足場として、図8に示
すように、隣接する外枠コーナー部柱材18間に外枠用
横梁22を連結させたり、補強用斜材23を取付けるな
どして第一段目の外枠部15を構築する。
When the workbench 32 is ready, the winder 36
While raising the workbench 32 to a desired height by causing the workbench to wind, the workbench 32 is used as a scaffold as shown in FIG. 8 and, as shown in FIG. The outer frame portion 15 of the first stage is constructed by connecting 22 and attaching a reinforcing diagonal member 23.

【0037】尚、外枠用横梁22や補強用斜材23は、
図示しないクレーンなどを用いて搬入する。
The outer frame cross beam 22 and the reinforcing diagonal member 23 are
Carry it in using a crane not shown.

【0038】第一段目の外枠部15が構築されたら、第
一段目の外枠コーナー部柱材18の上端部近傍に作業台
32を移動し、作業台32に取付けられた係止用索38
及びシャックル37を索状部材係止具40に結合するこ
とにより作業台32を位置固定し、この状態で、巻取機
36を用いて索状部材42を少なくとも第二段目の外枠
コーナー部柱材19の長さ分だけ作業台32の上部に引
き上げさせる。
After the outer frame portion 15 of the first stage is constructed, the workbench 32 is moved to the vicinity of the upper end of the outer frame corner column member 18 of the first stage and is attached to the workbench 32. Cord 38
The workbench 32 is fixed in position by connecting the shackle 37 and the shackle 37 to the cord-like member locking tool 40, and in this state, the cord-shaped member 42 is moved to at least the second-stage outer frame corner portion using the winder 36. The length of the column member 19 is raised to the upper part of the workbench 32.

【0039】そして、図示しないクレーンを用いて第二
段目の外枠コーナー部柱材19の上端を第一段目の外枠
コーナー部柱材18の上端と等しい高さまで吊り上げ、
第一段目の外枠コーナー部柱材18の上端から第二段目
の外枠コーナー部柱材19上端の索状部材係止具40へ
索状部材42を付け替える。
Then, using a crane (not shown), the upper end of the second-stage outer frame corner portion pillar material 19 is lifted to the same height as the upper end of the first-stage outer frame corner portion pillar material 18,
The cord-shaped member 42 is replaced from the upper end of the outer frame corner portion column member 18 at the first stage to the cord-shaped member locking tool 40 at the upper end of the outer frame corner portion column member 19 at the second stage.

【0040】その後、第二段目の外枠コーナー部柱材1
9を更に高く吊り上げて、第一段目の外枠コーナー部柱
材18の上端に第二段目の外枠コーナー部柱材19下端
を突き合せ、前記作業台32を足場として第一段目の外
枠コーナー部柱材18の上端に、第二段目の外枠コーナ
ー部柱材19の下端を継ぎ足す。
After that, the second-stage outer frame corner portion pillar material 1
9 is further lifted up, the lower end of the outer frame corner part pillar material 19 of the second step is abutted against the upper end of the outer frame corner part pillar material 18 of the first step, and the work table 32 is used as a scaffold for the first step. The lower end of the second-stage outer frame corner portion column member 19 is added to the upper end of the outer frame corner portion column member 18.

【0041】第二段目の外枠コーナー部柱材19が継ぎ
足されたら、巻取機36で僅かに索状部材42を巻き取
ることにより、索状部材42に作業台32を支持させ、
第一段目の外枠コーナー部柱材18上端部の索状部材係
止具40から係止用索38を外して作業台32の固定状
態を解除する。
When the second-stage outer frame corner portion column member 19 is replenished, the cord-shaped member 42 is slightly wound by the winder 36 to support the workbench 32 on the cord-shaped member 42.
The locking rope 38 is removed from the rope-like member locking tool 40 at the upper end of the outer frame corner portion column member 18 of the first stage to release the fixed state of the workbench 32.

【0042】作業台32が索状部材係止具40から切り
離されたら、上記と同様、第二段目の外枠コーナー部柱
材19の上端から下方に垂下された索状部材42に伝わ
らせて作業台32を昇降させつつ、作業台32を足場と
して第二段目の外枠コーナー部柱材19間に外枠用横梁
22や補強用斜材23を取付けるなどして、図9に示す
ように、第二段目の外枠部16を構築する。
When the workbench 32 is separated from the cord-shaped member locking tool 40, it is transmitted to the cord-shaped member 42 that is hung downward from the upper end of the second-stage outer frame corner portion column member 19 as described above. As shown in FIG. 9, the work frame 32 is raised and lowered, and the work frame 32 is used as a scaffold to attach the outer frame cross beam 22 and the reinforcing diagonal member 23 between the second frame outer frame corner section pillar members 19. Thus, the outer frame portion 16 of the second stage is constructed.

【0043】第二段目の外枠部16が構築されたら、上
記と同様にして第二段目の外枠部16の上部に所望の段
数分の外枠部17を構築して、図10に示すように、外
枠14を完成する。
After the outer frame portion 16 of the second stage is constructed, outer frame portions 17 of a desired number of stages are constructed on the upper portion of the outer frame portion 16 of the second stage in the same manner as described above. The outer frame 14 is completed as shown in FIG.

【0044】外枠14が完成したら、図11に示すよう
に、外枠14の上部に索状部材係止具46,47を有す
る梁部材45を取付け、索状部材42を索状部材係止具
46に吊り換えた後、作業台32を下降させつつ作業台
32を足場にして、上方から下方へと順番に外枠14に
対して棚桟部31を取付けて行く。
When the outer frame 14 is completed, as shown in FIG. 11, a beam member 45 having cord-shaped member locking members 46 and 47 is attached to the upper portion of the outer frame 14 and the cord-shaped member 42 is locked. After suspending on the tool 46, the work table 32 is lowered and the work table 32 is used as a scaffold, and the rack bars 31 are attached to the outer frame 14 in order from the upper side to the lower side.

【0045】尚、棚桟部31は、図示しないクレーンな
どを用いて搬入する。
The shelf rail 31 is carried in using a crane or the like (not shown).

【0046】外枠14に棚桟部31が取付けられたら、
作業台32から延長部材34を外して、図4・図5に示
すように、作業台32を昇降路26に対応する大きさに
縮小し、且つ、図12に示すように、索状部材42を昇
降路26に対応する索状部材係止具47に付け換える。
When the shelf bars 31 are attached to the outer frame 14,
By removing the extension member 34 from the workbench 32, the workbench 32 is reduced to a size corresponding to the hoistway 26 as shown in FIGS. 4 and 5, and as shown in FIG. Is replaced with the cord-like member locking tool 47 corresponding to the hoistway 26.

【0047】そして、縮小した作業台32を用いて、図
13に示すように、各棚桟部31にパレット30を載
せ、パレット30を足場として、外枠14の外側に図示
しないクレーンなどを用いて搬入された耐火被覆24と
壁板25を貼り付け、更に、昇降路26内から作業台3
2を外すと共に昇降路26内にケージ28を昇降自在に
配設して、昇降式格納塔12を完成する。
Then, using the reduced workbench 32, as shown in FIG. 13, the pallet 30 is placed on each shelf bar 31, and the pallet 30 is used as a scaffold to use a crane or the like (not shown) on the outside of the outer frame 14. The fireproof coating 24 and the wall plate 25, which have been carried in, are attached to the workbench 3 from inside the hoistway 26.
2 is removed and the cage 28 is arranged in the hoistway 26 so as to be able to move up and down to complete the elevating storage tower 12.

【0048】尚、各棚桟部31にパレット30を載せる
手順は、上から下でも、下から上でも、或いは、それ以
外でも良い。
The procedure for placing the pallet 30 on each shelf bar 31 may be from top to bottom, bottom to top, or other than that.

【0049】このように、本発明によれば、下から上へ
と順番に外枠部15,16,17を組み上げて外枠14
を完成した後、外枠14の上から下へと順番に棚桟部3
1を取付けるようにしたので、各工程で搬入すべき部品
の種類を減らすことができ、部材の搬入作業が単純化で
きて、工数が減少される。
As described above, according to the present invention, the outer frame portions 15, 16, 17 are assembled in order from the bottom to the top so that the outer frame 14 is assembled.
After completing the above, the shelves 3 are arranged in order from the top to the bottom of the outer frame 14.
Since 1 is attached, it is possible to reduce the types of parts to be carried in in each process, simplify the work of carrying in the members, and reduce the number of steps.

【0050】又、外枠部15を組立てる際に、同時に棚
桟部31を取付けないで、棚桟部31は後から取付ける
ようにしているので、作業工程で一貫して作業台32を
使用することが可能となり、特に、外枠コーナー部柱材
18,19,20の継ぎ足し時などに、大幅に作業の安
全性を向上することが可能となる。
When the outer frame portion 15 is assembled, the shelf rail portion 31 is not attached at the same time, but the shelf rail portion 31 is attached later. Therefore, the workbench 32 is used consistently in the working process. This makes it possible to significantly improve the safety of work especially when the outer frame corner portion column members 18, 19, 20 are replenished.

【0051】更に、作業台32を縮小することにより、
耐火被覆24や壁板25の貼り付けなどを行う最終的な
段階にまで、一つの作業台32を利用することができる
ようになる。
Further, by reducing the workbench 32,
It becomes possible to use one workbench 32 until the final stage of attaching the fireproof coating 24 and the wall plate 25.

【0052】尚、本発明は、上述の実施例にのみ限定さ
れるものではなく、昇降式格納塔はエレベータ式駐車装
置に限らずエレベータ式移動倉庫などであっても良いこ
と、作業台は昇降路用として小型のものを別に用意して
おいても良いこと、その他、本発明の要旨を逸脱しない
範囲内において種々変更を加え得ることは勿論である。
The present invention is not limited to the above-mentioned embodiment, and the elevating and retracting storage tower is not limited to the elevator type parking device, and may be an elevator type mobile warehouse or the like, and the workbench can be raised or lowered. Needless to say, a small-sized one may be separately prepared for road use, and various modifications may be made without departing from the scope of the present invention.

【0053】[0053]

【発明の効果】以上説明したように、本発明の昇降式格
納塔の建設方法によれば、以下のような優れた効果を奏
し得る。
As described above, according to the method of constructing the elevating storage tower of the present invention, the following excellent effects can be obtained.

【0054】下から上へと順番に外枠部15,16,1
7を組み上げて外枠14を完成した後、外枠14の上か
ら下へと順番に棚桟部31を取付けるようにしたので、
各工程で搬入すべき部品の種類を減らすことができ、部
材の搬入作業が単純化できて、工数を減少することがで
きる。
Outer frame portions 15, 16, 1 in order from bottom to top
After assembling 7 to complete the outer frame 14, the rack members 31 are attached in order from the top to the bottom of the outer frame 14,
It is possible to reduce the types of parts to be loaded in each process, simplify the work of loading members, and reduce the number of steps.

【0055】又、外枠部15を組立てる際に、同時に棚
桟部31を取付けないで、棚桟部31は後から取付ける
ようにしているので、作業工程で一貫して作業台32を
使用することが可能となり、特に、外枠コーナー部柱材
18,19,20の継ぎ足し時などに、大幅に作業の安
全性を向上することが可能となる。
When the outer frame portion 15 is assembled, the shelf rail portion 31 is not attached at the same time, but the shelf rail portion 31 is attached later. Therefore, the workbench 32 is used consistently in the working process. This makes it possible to significantly improve the safety of work especially when the outer frame corner portion column members 18, 19, 20 are replenished.

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

【図1】本発明の一実施例にかかる昇降式格納塔の一部
異なる断面を有する概略側断面図である。
FIG. 1 is a schematic side cross-sectional view having a partially different cross section of an elevating storage tower according to an embodiment of the present invention.

【図2】本発明に用いる作業台の平面図である。FIG. 2 is a plan view of a workbench used in the present invention.

【図3】図2の側面図である。FIG. 3 is a side view of FIG.

【図4】図2の作業台を縮小した状態を示す平面図であ
る。
FIG. 4 is a plan view showing a state in which the workbench of FIG. 2 is contracted.

【図5】図4の側面図である。FIG. 5 is a side view of FIG.

【図6】索状部材係止具の斜視図である。FIG. 6 is a perspective view of a cord-like member locking tool.

【図7】本発明の第一の工程を説明する側面図である。FIG. 7 is a side view illustrating the first step of the present invention.

【図8】本発明の第二の工程を説明する側面図である。FIG. 8 is a side view illustrating the second step of the present invention.

【図9】本発明の第三の工程を説明する側面図である。FIG. 9 is a side view illustrating a third step of the present invention.

【図10】本発明の第四の工程を説明する側面図であ
る。
FIG. 10 is a side view illustrating the fourth step of the present invention.

【図11】本発明の第五の工程を説明する側面図であ
る。
FIG. 11 is a side view explaining the fifth step of the present invention.

【図12】本発明の第六の工程を説明する側面図であ
る。
FIG. 12 is a side view illustrating the sixth step of the present invention.

【図13】本発明の第七の工程を説明する側面図であ
る。
FIG. 13 is a side view explaining the seventh step of the present invention.

【図14】従来例の工程を説明する側面図である。FIG. 14 is a side view illustrating a process of a conventional example.

【図15】図14の平面図である。FIG. 15 is a plan view of FIG.

【符号の説明】[Explanation of symbols]

12 昇降式格納塔 13 基礎 14 外枠 15,16,17 外枠部 18,19 外枠コーナー部柱材 22 外枠用横梁 26 昇降路 27 内部空間 31 棚桟部 32 作業台 42 索状部材 12 Elevating storage tower 13 Foundation 14 Outer frame 15, 16, 17 Outer frame part 18, 19 Outer frame corner part Column material 22 Outer frame cross beam 26 Hoistway 27 Inner space 31 Shelving part 32 Workbench 42 Cord member

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 複数段の棚桟部31を昇降路26の両側
に有する昇降式格納塔12の建設方法において、基礎1
3上に昇降式格納塔12の外枠14を構成するための第
一段目の外枠コーナー部柱材18を複数本立設し、各外
枠コーナー部柱材18の内部空間27に昇降自在に配置
された作業台32を各外枠コーナー部柱材18の上端か
ら下方へ垂下させた索状部材42に伝わらせて昇降させ
つつ、作業台32を足場として隣接する外枠コーナー部
柱材18間に外枠用横梁22を連結させるなどして第一
段目の外枠部15を構築し、外枠部15の構築後、第一
段目の外枠コーナー部柱材18の上端部近傍に作業台3
2を位置固定させて、前記索状部材42を第一段目の外
枠コーナー部柱材18から第二段目の外枠コーナー部柱
材19の上端に付け替えると共に、前記作業台32を足
場として第一段目の外枠コーナー部柱材18の上端に、
第二段目の外枠コーナー部柱材19の下端を継ぎ足し、
継ぎ足し後、第一段目の外枠コーナー部柱材18の上端
部近傍と作業台32との固定状態を解除して、第二段目
の外枠コーナー部柱材19の上端に付け替えられた索状
部材42に伝わらせて作業台32を昇降させつつ、作業
台32を足場として第二段目の外枠コーナー部柱材19
間に外枠用横梁22を連結させるなどして第二段目の外
枠部16を構築し、外枠部16の構築後、上記と同様に
して第二段目の外枠部16の上部に必要な段数分の外枠
部17を構築して外枠14を完成し、外枠14が完成し
たら、外枠14の上部から作業台32を下降させつつ作
業台32を足場にして下方ヘ向け順番に昇降路26の両
側に棚桟部31を形成して行くことを特徴とする昇降式
格納塔の建設方法。
1. A method for constructing an elevating storage tower 12 having a plurality of shelves 31 on both sides of a hoistway 26.
A plurality of first-stage outer frame corner pillars 18 for constructing the outer frame 14 of the elevating storage tower 12 are erected on the 3 and can be raised and lowered in the internal space 27 of each outer frame corner pillar 18. Of the outer frame corner section pillars 18 are transmitted from the upper ends of the outer frame corner section pillars 18 to the rope-shaped members 42 and moved up and down while the workbench 32 is used as a scaffold to adjoin the outer frame corner section pillars. After constructing the outer frame portion 15 of the first stage by connecting the lateral beams 22 for outer frame between the 18 and the like, after the outer frame portion 15 is constructed, the upper end portion of the column member 18 of the outer frame corner portion of the first stage Work table 3 nearby
2 is fixed in position, the cord-like member 42 is replaced from the outer frame corner part pillar material 18 of the first stage to the upper end of the outer frame corner part pillar material 19 of the second stage, and the work table 32 is scaffolded. As the upper end of the outer frame corner portion pillar material 18 of the first stage,
Adding the lower end of the outer frame corner part pillar material 19 of the second step,
After the addition, the fixing state between the worktable 32 and the vicinity of the upper end of the outer frame corner part pillar member 18 of the first stage was released, and the outer frame corner part pillar member 19 of the second stage was replaced with the upper end. The work platform 32 is moved up and down while being transmitted to the cord-shaped member 42, and the work platform 32 is used as a scaffold to form the second-stage outer frame corner section pillar material 19.
After constructing the second-stage outer frame portion 16 by connecting the outer frame lateral beams 22 between them, and after constructing the outer frame portion 16, the upper portion of the second-stage outer frame portion 16 is formed in the same manner as above. After the outer frame 14 is completed by constructing the outer frame portion 17 for the number of steps required for the outer frame 14, when the outer frame 14 is completed, the work platform 32 is lowered from the upper portion of the outer frame 14 and the work platform 32 is used as a scaffold to move downward. A method for constructing an elevating storage tower, characterized in that shelving bars 31 are formed on both sides of the hoistway 26 in order.
JP4248692A 1992-08-25 1992-08-25 How to build an elevating containment tower Expired - Fee Related JP2978014B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP4248692A JP2978014B2 (en) 1992-08-25 1992-08-25 How to build an elevating containment tower

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP4248692A JP2978014B2 (en) 1992-08-25 1992-08-25 How to build an elevating containment tower

Publications (2)

Publication Number Publication Date
JPH0673887A true JPH0673887A (en) 1994-03-15
JP2978014B2 JP2978014B2 (en) 1999-11-15

Family

ID=17181918

Family Applications (1)

Application Number Title Priority Date Filing Date
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Country Status (1)

Country Link
JP (1) JP2978014B2 (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008144544A (en) * 2006-12-13 2008-06-26 Shinmaywa Engineerings Ltd Working device in mechanical parking device and its working method
JP2009215806A (en) * 2008-03-11 2009-09-24 Shinmaywa Engineerings Ltd Multistory parking device in void and method of constructing the same
CN112282343A (en) * 2020-11-23 2021-01-29 厦门安科科技有限公司 Dual self-lifting type external climbing frame for super high-rise building

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008144544A (en) * 2006-12-13 2008-06-26 Shinmaywa Engineerings Ltd Working device in mechanical parking device and its working method
JP2009215806A (en) * 2008-03-11 2009-09-24 Shinmaywa Engineerings Ltd Multistory parking device in void and method of constructing the same
CN112282343A (en) * 2020-11-23 2021-01-29 厦门安科科技有限公司 Dual self-lifting type external climbing frame for super high-rise building
CN112282343B (en) * 2020-11-23 2022-02-25 厦门安科科技有限公司 Dual self-lifting type external climbing frame for super high-rise building

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