JP3125213B2 - How to build a building - Google Patents
How to build a buildingInfo
- Publication number
- JP3125213B2 JP3125213B2 JP09057190A JP5719097A JP3125213B2 JP 3125213 B2 JP3125213 B2 JP 3125213B2 JP 09057190 A JP09057190 A JP 09057190A JP 5719097 A JP5719097 A JP 5719097A JP 3125213 B2 JP3125213 B2 JP 3125213B2
- Authority
- JP
- Japan
- Prior art keywords
- building
- roof frame
- construction method
- roof
- building construction
- 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.)
- Expired - Fee Related
Links
Landscapes
- Conveying And Assembling Of Building Elements In Situ (AREA)
Description
【０００１】[0001]
【発明の属する技術分野】本発明は、建物の構築方法、
特に、全天候型構築方法に関するものである。TECHNICAL FIELD The present invention relates to a method for building a building,
In particular, it relates to an all-weather construction method.
【０００２】[0002]
【従来の技術】従来、屋根フレームを上昇させる全天候
型建物の構築方法の場合、図３に示すように、建物の最
上部となる屋根フレーム１をリフトアップ装置２を組み
込んだ支柱フレーム３と共に地上で構築し、屋根フレー
ム１の下部に天井走行式のクレーン４を配置し、図４に
示すように、建物を順次下階より構築する。2. Description of the Related Art Conventionally, in a construction method of an all-weather building in which a roof frame is lifted, as shown in FIG. And a crane 4 of an overhead traveling type is arranged below the roof frame 1, and as shown in FIG. 4, buildings are sequentially constructed from the lower floor.
【０００３】図５に示すように、屋根フレーム１が建物
最上部に到達した時点で、建物の最上部である事務所階
や屋上部分の目隠しフレームを屋根フレームとして利用
し、図６に示すように屋根フレーム１を構築建物５上に
降下させ、屋根フレーム上部にクレーン６を設置し、内
部の補強フレームの撤去や、リフトアップを行なった支
柱部分の本設構造物との入れ替え作業を行ない、図７に
示すように建物７を完成させていた。As shown in FIG. 5, when the roof frame 1 reaches the top of the building, a blind frame on the office floor or on the roof, which is the top of the building, is used as a roof frame, as shown in FIG. Then, the roof frame 1 is lowered onto the building 5, and the crane 6 is installed at the top of the roof frame. The building 7 was completed as shown in FIG.
【０００４】また、屋根フレーム全体をすべて仮設材で
作製し、図８に示すようにクレーン６により建物構築後
に全て撤去して建物７を完成することも実施されてい
る。[0004] Further, it is also practiced that the entire roof frame is made of a temporary material, and as shown in FIG.
【０００５】[0005]
【発明が解決しようとする課題】しかしながら、前者の
場合、全天候での建物構築作業であるのに、最上部の段
階で屋根フレームの屋根材撤去のため、雨が内部に侵入
する状況が発生したり、支柱部分の本設材との入れ換え
作業など手間のかかる作業が残っていた。However, in the former case, although the building construction work is performed in all weather, rain may enter the inside due to removal of the roofing material of the roof frame at the uppermost stage. Work, such as replacement of the pillars with the actual materials, remained.
【０００６】また、後者の場合、フレームを全て撤去す
る手間が必要であり、撤去したフレームの何割かは、次
の現場に転用できず経済性に難点があった。In the latter case, it is necessary to remove all the frames, and some of the removed frames cannot be transferred to the next site, which is disadvantageous in terms of economy.
【０００７】本発明は上記の欠点を除くようにしたもの
である。The present invention has been made to eliminate the above disadvantages.
【０００８】[0008]
【課題を解決するための手段】本発明の建物の構築方法
は、建物構築のための搬送装置を内蔵した屋根フレーム
を順次に上昇して建物を順次下階より構築するタイプの
ビル施工方法において、上昇を繰り返した屋根フレーム
を建物最上部到達時に残置させ、建物上部と屋根フレー
ム間に大空間を形成せしめることを特徴とする。A building construction method according to the present invention relates to a building construction method of a type in which a roof frame incorporating a transport device for building construction is sequentially raised and buildings are sequentially constructed from lower floors. The roof frame that has been repeatedly raised is left when it reaches the top of the building to form a large space between the top of the building and the roof frame.
【０００９】本発明においては、建物の屋上に設置され
る空調や各種設備機器を屋根フレーム内部に搭載せしめ
ることを特徴とする。The present invention is characterized in that air conditioning and various equipments installed on the roof of a building are mounted inside the roof frame.
【００１０】また、本発明においては、上記建物の上部
と屋根フレーム外周間に外壁を形成することを特徴とす
る。The present invention is further characterized in that an outer wall is formed between the upper part of the building and the outer periphery of the roof frame.
【００１１】[0011]
【００１２】[0012]
【発明の実施の形態】以下図面によって本発明の実施例
を説明する。Embodiments of the present invention will be described below with reference to the drawings.
【００１３】本発明においては、図１に示すように、建
物の最上部となる屋根フレーム１が建物最上部に到達し
た時点で、建物７の上部と屋根フレーム１の外周間に所
定の外壁８を構築し、建物構築のためのクレーンやリフ
トアップ装置を撤去し、内部に大空間スペース９を構築
する。In the present invention, as shown in FIG. 1, when the roof frame 1 at the top of the building reaches the top of the building, a predetermined outer wall 8 is provided between the upper part of the building 7 and the outer periphery of the roof frame 1. Is constructed, the crane and the lift-up device for building construction are removed, and a large space 9 is built inside.
【００１４】この大空間スペース９は、多目的ホール、
大会議室、展望レストラン、スポーツ施設などに活用で
き、屋根フレーム上部をヘリポートとすることもできる
ようにする。This large space 9 is a multipurpose hall,
It can be used for large conference rooms, observation restaurants, sports facilities, etc., and the roof frame can be used as a heliport.
【００１５】また、屋根フレーム上部を開閉式として快
適な屋外感のある空間の創造も可能ならしめる。Further, it is possible to create a space with a comfortable outdoor feeling by opening and closing the upper part of the roof frame.
【００１６】なお、図２において１０は屋根フレーム１
と建物７の屋上の間に介挿したゴム等の制振装置であ
る。[0016] It should be noted, Oite 10 in FIG. 2 roof frame 1
Vibration damping device der of rubber or the like interposed between the building 7 rooftop and
You .
【００１７】[0017]
【発明の効果】上記のように本発明によれば、建物の上
部をトラス屋根がある大空間の設計にすることで、従来
実施されてきた最上階上昇によるビル構築工法におい
て、最上部到達後の残工事の少ない、経済的な建物の構
築方法を提供することが可能となる。According to the present invention, as described above, the upper part of the building is designed to have a large space with a trussed roof, so that the conventional method of building a building by ascending the top floor, after reaching the top, Thus, it is possible to provide an economical building method with less remaining work.
【００１８】[0018]
【図１】本発明の建物の構築方法の説明図である。FIG. 1 is an explanatory diagram of a building construction method of the present invention.
【図２】本発明の建物の構築方法の他の実施例説明図で
ある。FIG. 2 is an explanatory view of another embodiment of the building construction method of the present invention.
【図３】従来の建物の構築方法の説明図である。FIG. 3 is an explanatory diagram of a conventional building construction method.
【図４】従来の建物の構築方法の説明図である。FIG. 4 is an explanatory diagram of a conventional building construction method.
【図５】従来の建物の構築方法の説明図である。FIG. 5 is an explanatory diagram of a conventional building construction method.
【図６】従来の仮設屋根の解体工法の説明図である。FIG. 6 is an explanatory view of a conventional temporary roof dismantling method.
【図７】従来の仮設屋根の解体工法の説明図である。FIG. 7 is an explanatory view of a conventional temporary roof dismantling method.
【図８】従来の他の仮設屋根の解体工法の説明図であ
る。FIG. 8 is an explanatory view of another conventional temporary roof demolition method.
１ 屋根フレーム ２ リフトアップ装置 ３ 支柱フレーム ４ クレーン ５ 構築建物 ６ クレーン ７ 建物 ８ 外壁 ９ 大空間スペース １０ 制振装置 Reference Signs List 1 roof frame 2 lift-up device 3 support frame 4 crane 5 building 6 crane 7 building 8 outer wall 9 large space 10 vibration damper
───────────────────────────────────────────────────── フロントページの続き (56)参考文献 特開 昭63−297673（ＪＰ，Ａ) (58)調査した分野(Int.Cl.7，ＤＢ名) E04G 21/14 - 21/16 ──────────────────────────────────────────────────続 き Continuation of the front page (56) References JP-A-63-297676 (JP, A) (58) Fields investigated (Int. Cl. 7 , DB name) E04G 21/14-21/16
Claims (4)
根フレームを順次に上昇して建物を順次下階より構築す
るタイプのビル施工方法において、 上昇を繰り返した屋根フレームを建物最上部到達時に建
物上部に残置させ、建物上部と屋根フレーム間に大空間
を形成せしめることを特徴とする建物の構築方法。1. A building construction method of a type in which a roof frame incorporating a transport device for building construction is sequentially raised and a building is sequentially constructed from lower floors, wherein the roof frame which has been repeatedly raised is moved to the top of the building. A building construction method characterized by leaving a large space between the top of the building and the roof frame, leaving it at the top of the building.
機器を屋根フレーム内部に搭載せしめることを特徴とす
る請求項１記載の建物の構築方法。2. The building construction method according to claim 1, wherein air-conditioning and various equipment installed on the roof of the building are mounted inside the roof frame.
壁を形成することを特徴とする請求項１または２記載の
建物の構築方法。3. The building construction method according to claim 1, wherein an outer wall is formed between the upper part of the building and the outer periphery of the roof frame.
を制振装置を介して支持せしめることを特徴とする請求
項１、２または３記載の建物の構築方法。4. The method according to claim 1, wherein the roof frame is supported by the upper part of the building via a vibration damping device.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP09057190A JP3125213B2 (en) | 1997-02-26 | 1997-02-26 | How to build a building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP09057190A JP3125213B2 (en) | 1997-02-26 | 1997-02-26 | How to build a building |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH10238122A JPH10238122A (en) | 1998-09-08 |
| JP3125213B2 true JP3125213B2 (en) | 2001-01-15 |
Family
ID=13048579
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP09057190A Expired - Fee Related JP3125213B2 (en) | 1997-02-26 | 1997-02-26 | How to build a building |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP3125213B2 (en) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP4571760B2 (en) * | 2001-06-15 | 2010-10-27 | 五洋建設株式会社 | Building construction method |
| CN102808519B (en) * | 2012-08-16 | 2015-06-10 | 上海通用金属结构工程有限公司 | Large-span integral lifting method for roof frame |
-
1997
- 1997-02-26 JP JP09057190A patent/JP3125213B2/en not_active Expired - Fee Related
Also Published As
| Publication number | Publication date |
|---|---|
| JPH10238122A (en) | 1998-09-08 |
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