JP2591352B2 - How to build a building - Google Patents

How to build a building

Info

Publication number
JP2591352B2
JP2591352B2 JP41260890A JP41260890A JP2591352B2 JP 2591352 B2 JP2591352 B2 JP 2591352B2 JP 41260890 A JP41260890 A JP 41260890A JP 41260890 A JP41260890 A JP 41260890A JP 2591352 B2 JP2591352 B2 JP 2591352B2
Authority
JP
Japan
Prior art keywords
temporary
building
turret
turrets
constructed
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
Application number
JP41260890A
Other languages
Japanese (ja)
Other versions
JPH04221172A (en
Inventor
恭一 菱河
康夫 井上
泰邦 上村
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.)
Obayashi Corp
Original Assignee
Obayashi 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 Obayashi Corp filed Critical Obayashi Corp
Priority to JP41260890A priority Critical patent/JP2591352B2/en
Publication of JPH04221172A publication Critical patent/JPH04221172A/en
Application granted granted Critical
Publication of JP2591352B2 publication Critical patent/JP2591352B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【産業上の利用分野】この発明は、鉄筋コンクリート構
造の高層ビルなどの建物の建設方法に関し、特に、建設
作業の省力化、半自動化を指向した建設方法に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for constructing a building such as a high-rise building having a reinforced concrete structure, and more particularly to a construction method aimed at saving labor and semi-automatic construction work.

【0002】[0002]

【従来の技術】特開昭49−124817号公報(E0
4B 1/35)にはプレハブ建築物の建設について次
のような工法が示されている。建設しようとする建物の
周囲の所定位置に仮設櫓を建て、建設資材を上方に引き
上げる揚重手段をこの仮設櫓に設け、これによって資材
(立体的建築部品またはルームユニット)を所定の高さ
まで運び、さらにその資材を建築済の建物の上を水平方
向に運び、順次建物を組み上げていく。
2. Description of the Related Art JP-A-49-124817 (E0)
4B1 / 35) shows the following construction method for the construction of prefabricated buildings. A temporary turret is built at a predetermined position around the building to be constructed, and a lifting means is provided on the temporary turret to lift construction materials upward, thereby carrying the materials (three-dimensional building parts or room units) to a predetermined height. In addition, the materials are transported horizontally over the already-built buildings, and the buildings are sequentially assembled.

【0003】建物が所定の高さにまで達したならば、前
記仮設櫓をジャッキアップして新たな構成部材を仮設櫓
の下端に継ぎ足して仮設櫓を高くし、建設資材をさらに
上方へ引き上げることができるようにする。
When the building reaches a predetermined height, the temporary turret is jacked up, new components are added to the lower end of the temporary turret, the temporary turret is raised, and construction materials are further raised. To be able to

【0004】[0004]

【発明が解決しようとする課題】前述した従来の方法で
は、仮設櫓は独立した縦に長い構造であるので、その高
さがあまり高くない間は問題は少ないが、相当の高さに
達した仮設櫓をさらにジャッキアップして下端に新たな
構成部材を継ぎ足すという作業はなかなか困難であり、
仮設櫓が不安定になり、あまり高くすることができな
い。そのためこの方法で建設できる建物の高さが制約さ
れる。
In the above-mentioned conventional method, since the temporary tower is an independent vertically long structure, there is little problem as long as the height is not very high, but the height has reached a considerable level. The task of jacking up the temporary turret further and adding new components to the lower end is quite difficult,
The temporary tower becomes unstable and cannot be raised too high. This limits the height of buildings that can be constructed in this way.

【0005】また、仮設櫓に付設した揚重手段で資材を
引き上げた後、それを建設済の建物の上に沿って横方向
に搬送しているが、このような方法を採用するにはそれ
が可能な建物の構造になっていなければならず、この面
でも建設できる建物に制約がつく。
[0005] In addition, after the material is lifted by the lifting means attached to the temporary turret, the material is conveyed laterally over the constructed building. The structure of the building must be capable of building, and there are restrictions on the buildings that can be constructed in this aspect.

【0006】この発明は前述した従来の問題点に鑑みな
されたもので、その目的は、仮設櫓に付設した揚重手段
で資材を所定の高さまで引き上げた後、その資材をクレ
ーンなどの搬送手段を使って横方向に自由に運べるよう
にするとともに、仮設櫓を相当な高さまで安定してジャ
ッキアップすることができるようにすることにある。
The present invention has been made in view of the above-mentioned conventional problems, and has as its object to lift materials to a predetermined height by a lifting means attached to a temporary turret, and then transfer the materials to a transportation means such as a crane. The purpose of this is to make it possible to carry it freely in the horizontal direction by using, and to be able to stably jack up the temporary tower to a considerable height.

【0007】[0007]

【課題を解決するための手段】そこでこの発明では、建
設しようとする建物の周囲に複数の仮設櫓を建てるとと
もに、これら仮設櫓の上端部間に仮設梁を架け渡して建
設現場の上方に配設し、これら仮設櫓および仮設梁に付
設した揚重搬送手段によって資材を現場に取り込んで建
物を下方から上方へと順次構築し、それに伴って前記仮
設櫓を前記仮設梁とともにジャッキアップして前記仮設
櫓の下端に新たな構造部材を継ぎたすようにした。
Therefore, according to the present invention, a plurality of temporary turrets are built around a building to be constructed, and temporary beams are bridged between upper ends of these temporary turrets and arranged above the construction site. The temporary turret and the temporary beam are jacked up together with the temporary beam by taking in materials to the site by lifting and carrying means attached to the temporary turret and the temporary beam and building the building sequentially from below to above. A new structural member was connected to the lower end of the temporary tower.

【0008】[0008]

【作用】建物の資材を前記仮設櫓に付設した揚重手段で
上方へ引き上げ、さらに前記仮設梁に付設したクレーン
などの搬送手段によって横方向へ運んで建物を構築して
いく。複数の仮設櫓の上端部間に仮設梁が架け渡されて
いるので、仮設櫓が単独で存在するのに比べて安定性が
大幅に増し、ジャッキアップも容易に行える。
The material of the building is lifted upward by the lifting means attached to the temporary turret, and then transported laterally by a transport means such as a crane attached to the temporary beam to construct the building. Since the temporary beams are bridged between the upper ends of the plurality of temporary turrets, the stability is greatly increased compared to the case where the temporary turrets exist alone, and jack-up can be easily performed.

【0009】[0009]

【実施例】図1に本発明による建設方法の一例を示して
いる。図において、1は建設途中の建物である。この建
設しようとする建物1の周囲で建物1を挾む位置に2個
の仮設櫓2と3を建てるとともに、これら仮設櫓2と3
の上端部間に仮設梁4を架け渡して建設現場の上方に配
設する。仮設櫓2、3および仮設梁4は鉄骨トラス構造
からなる。
FIG. 1 shows an example of a construction method according to the present invention. In the figure, reference numeral 1 denotes a building under construction. Two temporary turrets 2 and 3 are erected around the building 1 to be constructed so as to sandwich the building 1 and these temporary turrets 2 and 3
A temporary beam 4 is bridged between the upper ends of the components and is disposed above the construction site. The temporary turrets 2 and 3 and the temporary beams 4 have a steel truss structure.

【0010】図示していないが、仮設櫓2、3には建設
資材を揚重するための手段としてクレーン等が付設され
ており、建物の資材を地上から上方へ引き上げるように
なっている。
Although not shown, a crane or the like is attached to the temporary turrets 2 and 3 as means for lifting construction materials, and the building materials are lifted upward from the ground.

【0011】また仮設梁4の下側にはクレーンガーダー
5が付設されており、天井走行クレーン6がこれに沿っ
て横行する。このクレーン6によって所定の高さまで引
き上げられた資材を建物1の上方の所定の位置まで運
ぶ。
A crane girder 5 is attached below the temporary beam 4, and an overhead traveling crane 6 traverses along the crane girder. The material raised to a predetermined height by the crane 6 is carried to a predetermined position above the building 1.

【0012】また仮設櫓2、3をジャッキアップするた
めに次のような機構を根元部分に設けている。仮設櫓
2、3の根元部分を取り囲むようにジャッキ架台7を設
け、この架台7の上部に上下方向に作動する複数本のジ
ャッキ8を取り付ける。そして各ジャッキ8の下端に水
平なベースプレート9を取り付け、仮設梁4をこのベー
スプレート9上に建てる。
In order to jack up the temporary towers 2 and 3, the following mechanism is provided at the base. A jack base 7 is provided so as to surround the roots of the temporary turrets 2 and 3, and a plurality of jacks 8 operating in the vertical direction are attached to the upper part of the base 7. Then, a horizontal base plate 9 is attached to the lower end of each jack 8, and the temporary beam 4 is built on the base plate 9.

【0013】建築中の建物1が所定の高さにまで達し、
仮設櫓2、3および仮設梁4を上昇させる場合、仮設梁
2、3の根元に配設されたジャッキ8を同時に動作させ
て、仮設櫓2,3の下端のベースプレート9、9を同期
して上昇させ、各仮設櫓2、3の下端に新たな構成部材
10、10を搬入して継ぎ足す。この動作を建物の進捗
状況に合わせて繰り返す。
The building 1 under construction reaches a predetermined height,
When the temporary turrets 2 and 3 and the temporary beams 4 are raised, the jacks 8 arranged at the bases of the temporary turrets 2 and 3 are simultaneously operated to synchronize the base plates 9 and 9 at the lower ends of the temporary turrets 2 and 3. Then, new constituent members 10 and 10 are loaded into the lower ends of the temporary towers 2 and 3 and added. This operation is repeated according to the progress of the building.

【0014】[0014]

【発明の効果】この発明による建設方法では、建設しよ
うとする建物の周囲に複数本の仮設櫓を建てるととも
に、これら仮設櫓の上端部間に仮設梁を架け渡して全体
を一体化しているので、仮設櫓が単独で存在しているの
に比べて安定性は大幅に向上し、これらをジャッキアッ
プする作業も各仮設櫓が仮設梁を介して互いに支え合う
ので非常に安定に行え、ジャッキアップと仮設櫓の下端
に新たな構成部材を継ぎ足すこととを繰り返して仮設梁
を相当高い位置まで上昇させることができる。そして仮
設櫓と仮設梁に付設した揚重搬送手段によって資材を所
定位置まで運んで能率よく建物を建設することができ、
省力化および半自動化に大いに寄与する。また、建物の
構造や形状に制約を受けずに本発明を適用することがで
き、相当高い建物も本発明の方法によって能率よく建設
することができる。
According to the construction method of the present invention, a plurality of temporary turrets are erected around the building to be constructed, and temporary beams are bridged between the upper ends of these temporary turrets, so that the whole is integrated. The stability is greatly improved compared to the case where the temporary turret exists alone, and the work of jacking them up can be performed very stably because the temporary turrets support each other via the temporary beams. By repeatedly adding a new component to the lower end of the temporary tower, the temporary beam can be raised to a considerably high position. And the material can be transported to the predetermined position by the lifting and carrying means attached to the temporary turret and the temporary beam, and the building can be constructed efficiently,
It greatly contributes to labor saving and semi-automation. Further, the present invention can be applied without being restricted by the structure and shape of the building, and a considerably high building can be efficiently constructed by the method of the present invention.

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

【図1】本発明による建設方法の一例を示す概略図であ
る。
FIG. 1 is a schematic view showing an example of a construction method according to the present invention.

【符号の説明】[Explanation of symbols]

1 建築中の建物 2,3 仮設櫓 4 仮設梁 5 クレーンガーダー 6 クレーン 7 ジャッキ架台 8 ジャッキ 9 ベースプレート 10 新たな構成部材 DESCRIPTION OF SYMBOLS 1 Building under construction 2, 3 Temporary turret 4 Temporary beam 5 Crane girder 6 Crane 7 Jack stand 8 Jack 9 Base plate 10 New component

Claims (1)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 建設しようとする建物の周囲に複数の仮
設櫓を建てるとともに、これら仮設櫓の上端部間に仮設
梁を架け渡して建設現場の上方に配設し、これら仮設櫓
および仮設梁に付設した揚重搬送手段によって資材を現
場に取り込んで建物を下方から上方へと順次構築し、そ
れに伴って前記仮設櫓を前記仮設梁とともにジャッキア
ップして前記仮設櫓の下端に新たな構造部材を継ぎたす
ようにした建物の建設方法。
Claims: 1. A plurality of temporary towers are built around a building to be constructed, and a temporary beam is bridged between upper ends of the temporary towers and disposed above a construction site. The material is taken into the site by the lifting conveyance means attached to the building, the building is sequentially constructed from below to the top, and accordingly the temporary turret is jacked up together with the temporary beam and a new structural member is provided at the lower end of the temporary turret. The construction method of the building which was made to succeed.
JP41260890A 1990-12-21 1990-12-21 How to build a building Expired - Fee Related JP2591352B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP41260890A JP2591352B2 (en) 1990-12-21 1990-12-21 How to build a building

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP41260890A JP2591352B2 (en) 1990-12-21 1990-12-21 How to build a building

Publications (2)

Publication Number Publication Date
JPH04221172A JPH04221172A (en) 1992-08-11
JP2591352B2 true JP2591352B2 (en) 1997-03-19

Family

ID=18521426

Family Applications (1)

Application Number Title Priority Date Filing Date
JP41260890A Expired - Fee Related JP2591352B2 (en) 1990-12-21 1990-12-21 How to build a building

Country Status (1)

Country Link
JP (1) JP2591352B2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP4922509B2 (en) * 2001-08-13 2012-04-25 前田建設工業株式会社 How to install a lifting machine

Also Published As

Publication number Publication date
JPH04221172A (en) 1992-08-11

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