JPH03224963A - Delivery shaft method - Google Patents
Delivery shaft methodInfo
- Publication number
- JPH03224963A JPH03224963A JP2162490A JP2162490A JPH03224963A JP H03224963 A JPH03224963 A JP H03224963A JP 2162490 A JP2162490 A JP 2162490A JP 2162490 A JP2162490 A JP 2162490A JP H03224963 A JPH03224963 A JP H03224963A
- Authority
- JP
- Japan
- Prior art keywords
- floor
- building
- guide rail
- construction
- materials
- 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.)
- Pending
Links
- 238000000034 method Methods 0.000 title description 5
- 239000000463 material Substances 0.000 claims abstract description 26
- 238000010276 construction Methods 0.000 claims abstract description 25
- 230000003028 elevating effect Effects 0.000 claims description 3
- 238000009434 installation Methods 0.000 claims description 3
- 230000000630 rising effect Effects 0.000 abstract 4
- 238000009435 building construction Methods 0.000 description 4
- 230000007246 mechanism Effects 0.000 description 3
- 230000000694 effects Effects 0.000 description 2
- 238000004904 shortening Methods 0.000 description 2
- 238000009415 formwork Methods 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
- 230000001681 protective effect Effects 0.000 description 1
Landscapes
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
Description
【発明の詳細な説明】
〔産業上の利用分野〕
この発明は、建屋内の設備工事に際して設備資材を各階
に搬入する場合の搬入シャツ1−工法に係り、特にコン
クリート建屋工事と並行して搬送設備を構築することが
できるようにした搬入シャフト工法に関する。[Detailed Description of the Invention] [Industrial Application Field] This invention relates to a method for transporting equipment materials to each floor during equipment construction within a building, and particularly relates to a method for transporting equipment materials in parallel with concrete building construction. This invention relates to a loading shaft construction method that makes it possible to construct equipment.
[従来の技術〕
一般に、複数階からなるコンクリート建屋への内部設備
を行う場合には、建屋本体を建設した後に、各階に据え
付けられる設備器具・装置を搬入し、設備される。この
ような資材類をコンクリート建屋の各階に搬入するため
に従来から行われている工法は、各階に設けられたドア
開口や窓等の恒久設備の開口を利用し、資材や機器の搬
入を行うようにしていた。また、この種の資材搬入工法
は、数階から構成されている建屋の各階に搬入用の板間
口を設けても、資材の搬入・吊り下ろしを建屋外の揚重
機にて行っていた。[Prior Art] Generally, when installing internal equipment in a concrete building consisting of multiple floors, the building itself is constructed, and then the equipment and devices to be installed on each floor are brought in and installed. The conventional construction method for transporting such materials to each floor of a concrete building is to use openings in permanent equipment such as door openings and windows installed on each floor to transport materials and equipment. That's what I was doing. In addition, with this type of material delivery construction method, even if a board door for delivery was provided on each floor of a building consisting of several floors, materials were brought in and lifted using a lifting machine outside the building.
しかし、従来の工法にあっては、建屋本体の完成後でな
ければ内部設備の搬入を行うことができず、最終竣工ま
での作業期間が長くなる問題があった。また、搬入・吊
り下ろし用の揚重機を常時配置しておかなければならず
1.また、各階に設けた搬入用板間口金てに資材通過時
には開放させ、資材必要階には閉止することが可能な移
動開閉ステージが設備として必要になってしまう。However, with conventional construction methods, internal equipment cannot be brought in until after the building itself is completed, which poses the problem of prolonging the work period until final completion. In addition, a lifting machine for loading and unloading must be provided at all times.1. In addition, a movable opening/closing stage is required as equipment that can open the loading board opening provided on each floor when materials are passing through and close them on the floor where materials are needed.
本発明は、前記従来工法の問題点に着目し、特に吊り下
ろし用の揚重機や移動開閉ステージ設備を必要とせずに
、建屋の進捗状況に合わせて各階への資材搬入に使用可
能な、搬入シャフト工法を提供するにある。The present invention has focused on the problems of the conventional construction method, and has developed a transport system that can be used to transport materials to each floor according to the progress of the building without requiring any lifting equipment or movable opening/closing stage equipment. We provide shaft construction methods.
(課題を解決するための手段〕
この発明は、コンクリート建屋が段階的に打設されるこ
とに着目し、各階の打設時に搬入用昇降機が通過するた
めの板間口を各階同一場所に設け、建屋打設備工程の進
捗状況に合わせ上方階へ昇降設備用のガイドレールを伸
長させ昇降機が上方階へも移動可能なように構成したも
のである。すなわち、複数階のコンクリート建屋内の設
備据付工事に際して、建屋の打設進行に合わせて資材・
製品の搬入路となる上下階に貫通する搬入仮開口を床盤
に設け、この搬入仮開口には既設の床盤までの搬入仮開
口に達する昇降ガイドレールとこれを昇降するリフトを
取付け、建屋の打設進行状況に合わせ順次ガイドレール
を上方階へ伸長しつつコンクリート建屋の完成時に建屋
最上階から最下階までの資材搬送設備とするように構成
した。(Means for Solving the Problems) This invention focuses on the fact that concrete buildings are poured in stages, and provides a board opening at the same location on each floor for a loading elevator to pass through when each floor is poured. The guide rails for the lifting equipment are extended to the upper floors according to the progress of the building construction equipment process, so that the elevator can be moved to the upper floors.In other words, equipment installation work in a multi-story concrete building. During construction, materials and
A temporary loading opening that penetrates the upper and lower floors to serve as a loading path for products will be provided in the floor panel, and a lifting guide rail that will reach the temporary loading opening up to the existing floor panel and a lift that will move up and down this guide rail will be installed in this temporary loading opening, and a lift will be installed to raise and lower the rail. The guide rail was designed to be extended upwards in stages according to the progress of concrete pouring, and to be used as material transport equipment from the top floor to the bottom floor of the building when the concrete building was completed.
〔作用]
上記構成によれば、コンクリート建屋の構築は地上側か
ら上方階に向けて行われるが、その際に上下階に貫通す
る搬入仮開口を設定し、既設の床盤から順次搬入仮開口
を設ける。そしてこの搬入仮開口には上方の既設搬入仮
開口に至る昇降ガイドレールとこれに案内されるリフ1
−を設は建屋の打設進行に合わせて上方に延長するよう
にしているので、建屋の建築進行に応して下方階に逐次
各階に必要な資材類を搬入することができる。これによ
り、建屋完成時には下層階への資材搬入を完了させてお
くことができる。したがって、建屋の建築の並行に資材
搬入作業を行わせ、作業期間の短縮を行うことができる
。また、昇降ガイドレールとリフトによって資材の搬入
を行うので、特に吊り降ろし用の揚重機等の設備が不要
となり、設備コストの低減をも図ることができる。[Operation] According to the above configuration, the construction of the concrete building is carried out from the ground side toward the upper floors, but at that time, temporary loading openings are set that penetrate through the upper and lower floors, and temporary loading openings are opened sequentially from the existing floorboard. will be established. This temporary loading opening has a lifting guide rail leading to the existing temporary loading opening above, and a lift 1 guided by this guide rail.
Since the construction is extended upward as the construction of the building progresses, the materials needed for each floor can be brought in sequentially to the lower floors as the construction of the building progresses. This makes it possible to complete the delivery of materials to the lower floors when the building is completed. Therefore, the work for carrying in materials can be carried out in parallel with building construction, thereby shortening the work period. Furthermore, since the materials are carried in using the elevating guide rail and lift, equipment such as a lifting machine for lifting and lowering is not required, and equipment costs can also be reduced.
以下に、本発明に係る搬入シャフト工法の具体的実施例
を図面を参照して詳細に説明する。Hereinafter, specific embodiments of the loading shaft construction method according to the present invention will be described in detail with reference to the drawings.
第1図は実施例に係る搬入シャフト工法を用いている建
屋の断面図を示す。これは本搬入シャフト工法の最終完
成状態を示すが、この状態となるまでの実施例を説明す
る。FIG. 1 shows a sectional view of a building using the loading shaft construction method according to the embodiment. This shows the final completed state of this loading shaft construction method, and examples up to this state will be described.
コンクリート建屋10は基礎工の終了後に最下層側から
床盤12と壁体14が順次打設される。After the foundation work of the concrete building 10 is completed, a floor plate 12 and walls 14 are sequentially poured from the lowest layer side.
1階部分の打設構築が行われた後に2階床盤12が打設
形成されるが、この時に予め最上階まで構築された場合
の上下貫通可能な位置を設定し、この設定した箇所の床
盤12に搬入仮開口16を設ける。これは予め床盤12
の打設時に型枠によって搬入仮開口16に相当する部分
を除いてコンクリートの打設を行うことで容易に実現さ
れる。After the first floor is poured and constructed, the second floor slab 12 is poured and formed, but at this time, the position where the upper and lower parts can be penetrated when the top floor is constructed is set in advance, and the position of the set point is set. A temporary loading opening 16 is provided in the floorboard 12. This is the floor plate 12 in advance.
This can be easily achieved by pouring concrete using a formwork except for the portion corresponding to the temporary loading opening 16.
このようにして2階床盤12が完成した後、1階部分と
2階の搬入仮開口16を接続する昇降設備用ガイドレー
ル18を建屋床盤12もしくは壁体14により支持して
設備する。このガイドレール18は搬入仮開口16の一
つの縁側に位置して取り付けられ、平行2条レール構造
とすればよい。After the second floor floor panel 12 is completed in this way, a guide rail 18 for lifting equipment connecting the temporary loading opening 16 on the first floor and the second floor is supported by the building floor panel 12 or wall 14 and installed. This guide rail 18 may be located and attached to one edge side of the temporary carry-in opening 16, and may have a parallel two-striped rail structure.
このガイドレール18には、落下防止装置(図示せず)
等を具備したリフト20をガイドレール18に沿って昇
降可能に取り付ける。リフト20は駆動装置22を具備
し、例えば歯車機構等により昇降移動が可能とされる。This guide rail 18 includes a fall prevention device (not shown).
A lift 20 equipped with the like is attached so as to be movable up and down along a guide rail 18. The lift 20 is equipped with a drive device 22, and can be moved up and down by, for example, a gear mechanism.
もちろん昇降駆動にはエレベータ機構等の他の機構を採
用することもできる。これにより、2階と1階間の昇降
が可能となる搬入設備が構成される。なお、図中24が
搬入仮開口16の周囲に設けられた保護棚、26は最上
搬入仮開口16を覆うハツチである。Of course, other mechanisms such as an elevator mechanism can also be used for the lifting/lowering drive. This constitutes a loading facility that can be moved up and down between the second floor and the first floor. In addition, in the figure, 24 is a protective shelf provided around the temporary carry-in opening 16, and 26 is a hatch that covers the uppermost temporary carry-in opening 16.
そして、ガイドレール18は順次建屋の打設工程の進捗
につれ、上方階に継ぎ足され、最終的には、最上階まで
の昇降設備が構成される。The guide rails 18 are successively added to the upper floors as the building construction process progresses, and eventually the elevating equipment up to the top floor is constructed.
なお、搬入仮開口16は最終的にコンクリート打設を行
って本来の床盤12構造にすればよい。Incidentally, the temporary carry-in opening 16 may finally be made into the original structure of the floor plate 12 by pouring concrete.
このように構成された昇降設備を用いた搬入シャフト工
法では、地上階からコンクリート建屋10の構築にした
がって、最初1階と2階間の連絡が可能となって2階へ
の内装設備用の資材を搬入することができ、コンクリー
ト建屋10の構築進捗状況に応じて順次上方階への搬入
が可能となる。In the carrying-in shaft construction method using lifting equipment configured in this way, as the concrete building 10 is constructed from the ground floor, communication between the first and second floors is initially possible, and materials for interior equipment to the second floor can be transferred. According to the construction progress of the concrete building 10, it becomes possible to sequentially transport the materials to the upper floors.
このため、コンクリート建屋10の構築作業と並行に出
来上がった下層階から逐次資材の搬入作業を行うことが
できる。また、ガイドレール18とこれを昇降するリフ
ト20の作用で資材の搬入を行うので、コンクリート建
屋10の外部に揚重機は不要となる。Therefore, in parallel with the construction work of the concrete building 10, materials can be carried in sequentially from the completed lower floors. Moreover, since materials are carried in by the action of the guide rail 18 and the lift 20 that raises and lowers the guide rail, a lifting machine outside the concrete building 10 is not required.
以上説明したように、本発明によれば、コンクリート建
屋設備据付工事の搬入シャフト工法において、資材の搬
入が単独設備で行えるので、外部からの制約を受けずに
、工事の遂行が可能であるとともに、建屋の構築に並行
して資材を各階層に搬入することができ、大幅に作業期
間の短縮を実現できるという効果が得られる。As explained above, according to the present invention, in the carrying-in shaft construction method for concrete building equipment installation work, materials can be carried in by a single piece of equipment, so the work can be carried out without external constraints. , materials can be delivered to each floor in parallel with the construction of the building, resulting in the effect of significantly shortening the work period.
第1図は実施例に係る搬入シャフト工法の作業状態を示
すコンクリート建屋の断面図である。
0・・・・・・コンクリート建屋、
■
2・・・・・・床盤、
6・・・・・・搬入仮開口、
■
8・・・・・・ガイ
ドレール、
・・・・・・リフ
ト。FIG. 1 is a sectional view of a concrete building showing the working state of the loading shaft construction method according to the embodiment. 0... Concrete building, ■ 2... Floor board, 6... Temporary loading opening, ■ 8... Guide rail,... Lift. .
Claims (1)
際して、建屋の打設進行に合わせて資材・製品の搬入路
となる上下階に貫通する搬入仮開口を床盤に設け、この
搬入仮開口には既設の床盤までの搬入仮開口に達する昇
降ガイドレールとこれを昇降するリフトを取付け、建屋
の打設進行状況に合わせ順次ガイドレールを上方階へ伸
長しつつコンクリート建屋の完成時に建屋最上階から最
下階までの資材搬送設備とすることを特徴とする搬入シ
ャフト工法。(1) During equipment installation work in a multi-story concrete building, temporary access openings are provided in the floorboard that penetrate through the upper and lower floors to serve as entry paths for materials and products as the building progresses. An elevating guide rail that reaches the temporary opening for carrying in the existing floorboard and a lift that raises and lowers the guide rail are installed, and the guide rail is sequentially extended upwards according to the progress of building pouring until the concrete building reaches the top of the building when it is completed. A loading shaft construction method characterized by the use of material transport equipment from the floor to the bottom floor.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2162490A JPH03224963A (en) | 1990-01-31 | 1990-01-31 | Delivery shaft method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2162490A JPH03224963A (en) | 1990-01-31 | 1990-01-31 | Delivery shaft method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPH03224963A true JPH03224963A (en) | 1991-10-03 |
Family
ID=12060219
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP2162490A Pending JPH03224963A (en) | 1990-01-31 | 1990-01-31 | Delivery shaft method |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH03224963A (en) |
Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS51115026A (en) * | 1975-04-02 | 1976-10-09 | Takenaka Komuten Co | Apparatus for opening or closing cured frame for floor opening |
| JPS6443487A (en) * | 1987-08-06 | 1989-02-15 | Takenaka Komuten Co | Operation controller of lifting facility for construction work |
-
1990
- 1990-01-31 JP JP2162490A patent/JPH03224963A/en active Pending
Patent Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS51115026A (en) * | 1975-04-02 | 1976-10-09 | Takenaka Komuten Co | Apparatus for opening or closing cured frame for floor opening |
| JPS6443487A (en) * | 1987-08-06 | 1989-02-15 | Takenaka Komuten Co | Operation controller of lifting facility for construction work |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN113165849B (en) | Method for operating a building site facility and a building site facility | |
| EP2394006B1 (en) | Construction system and method for multi-floor buildings | |
| JPH0821100A (en) | Heavy hoist device, and carrying method of constructing material using this device | |
| US5067587A (en) | Service platform for mobile scaffolding unit | |
| JP3112650B2 (en) | Construction elevator and its climbing method | |
| JP6586490B2 (en) | Mobile lifting scaffolds with load lifting devices, construction methods using them, and installation methods thereof | |
| JPH03224963A (en) | Delivery shaft method | |
| JPH0483060A (en) | Building construction | |
| WO2002024565A1 (en) | Elevator system and method of inspecting the elevator system | |
| US12017886B2 (en) | Elevator shaft element, elevator arrangement and method | |
| JP2006044889A (en) | Elevator equipment for evacuation | |
| JPH018592Y2 (en) | ||
| JP6703767B2 (en) | elevator | |
| JPH06144751A (en) | Elevator machine room unit and elevator machine room construction method | |
| JPH03224962A (en) | Delivery shaft | |
| JPH04223985A (en) | Operating method of double deck elevator | |
| JPH0714306Y2 (en) | Automatic lifting lift for construction work | |
| JP2612258B2 (en) | Elevator installation construction method | |
| JP4037735B2 (en) | Elevator construction method | |
| JP3253441B2 (en) | Elevator installation method | |
| CN121646560A (en) | Method for constructing a multi-storey building comprising an elevator system | |
| JPS6374884A (en) | Method of remodeling elevator | |
| JP2021160922A (en) | Safety device for construction elevator | |
| JP3961369B2 (en) | Boarding / exiting stage and construction method in slip form method | |
| JP2000255936A (en) | Elevator repair method |