JP2737511B2 - Building beam assembly equipment - Google Patents
Building beam assembly equipmentInfo
- Publication number
- JP2737511B2 JP2737511B2 JP4022672A JP2267292A JP2737511B2 JP 2737511 B2 JP2737511 B2 JP 2737511B2 JP 4022672 A JP4022672 A JP 4022672A JP 2267292 A JP2267292 A JP 2267292A JP 2737511 B2 JP2737511 B2 JP 2737511B2
- Authority
- JP
- Japan
- Prior art keywords
- moving
- crane
- beam assembly
- column
- moving frame
- 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 - Lifetime
Links
- 239000000725 suspension Substances 0.000 claims description 14
- 238000010276 construction Methods 0.000 description 15
- 229910000831 Steel Inorganic materials 0.000 description 5
- 239000010959 steel Substances 0.000 description 5
- 230000003028 elevating effect Effects 0.000 description 3
- 238000009434 installation Methods 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- 239000011150 reinforced concrete Substances 0.000 description 2
- 238000004904 shortening Methods 0.000 description 2
- 241000258937 Hemiptera Species 0.000 description 1
- 239000004927 clay Substances 0.000 description 1
- 239000004567 concrete Substances 0.000 description 1
- 238000007796 conventional method Methods 0.000 description 1
- 230000001934 delay Effects 0.000 description 1
- 238000009415 formwork Methods 0.000 description 1
- 239000012528 membrane Substances 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 239000013589 supplement Substances 0.000 description 1
Landscapes
- Conveying And Assembling Of Building Elements In Situ (AREA)
Description
【0001】[0001]
【産業上の利用分野】本発明は建築用梁組装置に関し、
特に、構築途中にある柱上部に取り付けられ、これを足
掛かりとしてこれの上方に新たに柱部材を継足して行く
移動フレームを備えた建築用梁組装置に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a building beam assembly device,
In particular, the present invention relates to an architectural beam assembly device provided with a movable frame that is attached to the upper part of a column in the middle of construction and that uses this as a foothold to newly extend a column member above the column.
【0002】[0002]
【従来の技術】R造(鉄骨造)、RC造(鉄筋コンクリ
ート造)等の高層ビルの施工方法として、従来の大型揚
重機器を用いる工法にかわり、作業の自動化により効率
良く高層ビルの構築を行うべく移動フレームを備えた建
築用梁組装置による施工方法が、例えば特開平3−26
7432号公報に提案されている。2. Description of the Related Art As a method of constructing a high-rise building such as a R-structure (steel-frame structure) or RC-structure (reinforced concrete structure), a construction method of a high-rise building is efficiently achieved by automating work instead of a conventional method using large lifting equipment. For example, Japanese Patent Laid-Open No. 3-26 discloses a construction method using a building beam assembly device having a moving frame.
7432.
【0003】この装置は、図3(イ)及び(ロ)に示す
ように、移動フレーム50の下端部に取り付けた締付バ
ンド51により既設の柱52の上方に強固に固定され、
移動型枠53により柱52の上方に新たに柱を継足すと
ともに、伸縮ジャッキ56によって上方に移動しつつ新
たに継足した柱を足掛かりとしてさらに上方に柱を構築
してゆくものである。そして、移動フレーム50の上端
部には鉄骨梁54が架設され、これに沿って移動する移
動懸吊装置55により梁57や床板58等の他の本設構
造部材の取付け作業を行なう。As shown in FIGS. 3A and 3B, this device is firmly fixed above an existing column 52 by a tightening band 51 attached to a lower end of a moving frame 50.
A column is newly added above the column 52 by the movable mold frame 53, and the column is constructed further above by using the newly added column as a foothold while moving upward by the telescopic jack 56. A steel beam 54 is erected at the upper end of the moving frame 50, and other permanent structural members such as the beam 57 and the floor plate 58 are attached by a moving suspension device 55 moving along the steel beam 54.
【0004】[0004]
【発明が解決しようとする問題点】しかしながら、かか
る従来の建築用梁組装置では、柱52の継足し作業と柱
52以外の本設構造部材57、58等の取付作業は、と
もに移動フレーム50の上端部に架設した鉄骨梁54に
沿って移動する移動懸吊装置55によって行なうため、
これらの作業を平行作業として同時に行なうことができ
ず、したがって各作業を別の時期に行なうことにより作
業が遅延して工期が長引くという問題があった。However, in such a conventional building beam assembly apparatus, both the work of extending the pillar 52 and the work of attaching the permanent structural members 57 and 58 other than the pillar 52 are performed by the moving frame 50. In order to perform by the moving suspension device 55 which moves along the steel beam 54 erected at the upper end of the
These operations cannot be performed simultaneously as parallel operations. Therefore, there is a problem in that performing each operation at another time delays the operation and prolongs the construction period.
【0005】そこで、本発明は上記問題点を鑑みてなさ
れたもので、その目的は、柱部材の継足し作業と柱以外
の本設構造部材の取付作業とを平行して行なうことを可
能にして工期の短縮を図ることのできる建築用梁組装置
を提供することにある。The present invention has been made in view of the above-mentioned problems, and an object of the present invention is to make it possible to perform an extension operation of a column member and an installation operation of a permanent structural member other than the column in parallel. It is an object of the present invention to provide an architectural beam assembly device capable of shortening a construction period.
【0006】[0006]
【問題点を解決するための手段】上記目的を達成するた
めに、本発明は、構築途中にある柱上部に取り付けられ
てこれの上方に延長し、これの上方の柱部材を継足しつ
つ上方に移動する複数の移動フレームを備えた建築用梁
組装置において、該装置が、前記移動フレームの上部に
わたって架設した、移動懸吊手段を移動させるための第
一の軌道と、前記移動フレームの下部にわたって架設し
た、天井クレーンを移動させるための下方クレーンガー
ダーとを有するよう構成したものである。SUMMARY OF THE INVENTION In order to achieve the above-mentioned object, the present invention relates to a method of mounting the present invention on a column which is being constructed and extending above the column. An architectural beam assembly device having a plurality of moving frames moving to a first track for moving a moving suspension means, which is installed over an upper portion of the moving frame, and a lower portion of the moving frame. It was laid over the lower crane guard for moving the traveling crane
And a dagger .
【0007】ここで、前記移動懸吊手段としては、例え
ば、トロリークレーンや天井クレーン等を任意に使用す
ることができるが、柱部材の継足し作業にはトロリーク
レーンを、柱以外の本設構造部材の取付作業には天井ク
レーンを使用することが作業の効率化を図るうえで好ま
しい。Here, as the moving suspension means, for example, a trolley crane or an overhead crane can be used arbitrarily, but a trolley crane is used for the extension work of the column member, and a permanent construction other than the column is used. Ceiling clamps are required for component installation work .
It is preferable to use lanes in order to improve work efficiency.
【0008】また、前記第一の軌道及び下方クレーンガ
ーダーとしては、例えば、I型鋼やプレートガーダー等
を使用する。In addition, the first track and the lower crane
As the girder, for example, I-beam or plate girder is used.
【0009】[0009]
【作用】本発明の建築用梁組装置によれば、移動フレー
ムの上方に取付けた第一の軌道に沿って移動する移動懸
吊手段により柱部材の継足し作業を、移動フレームの下
方に取付けた下方クレーンガーダーに沿って移動する天
井クレーンにより柱以外の本設構造部材の取付作業を各
々平行して行うことにより、建築用梁組装置による高層
ビル構築のための工期を短縮可能にする。According to the architectural beam assembly apparatus of the present invention, the operation of extending the column members by the moving suspension means moving along the first track mounted above the moving frame is mounted below the moving frame. heaven to go was along the lower crane girders
The work for mounting a structural member other than a pillar by a well crane is performed in parallel, thereby shortening the construction period for building a high-rise building using a building beam assembly device.
【0010】また、かかる分担作業により、各種構造部
材を懸吊するワイヤーの長さを適切に保って安全な作業
を可能にする.[0010] Further, by such an allotment operation, the length of the wires for suspending various structural members can be appropriately maintained to enable a safe operation.
【0011】[0011]
【実施例】以下、本発明の好適な実施例について添付図
面を参照して詳細に説明する。Preferred embodiments of the present invention will be described below in detail with reference to the accompanying drawings.
【0012】本実施例に示す建築用梁組装置10は、R
C造の高層ビルを構築すべく用いられるもので、図1及
び図2に示すように、移動フレーム11と、移動フレー
ム11の上部に取付けた第一の軌道としての上方クレー
ンガーダー12及びこれに沿って走行移動するトロリー
クレーン13と、移動フレーム11の下部に取付けた第
二の軌道としての下方クレーンガーダー14及びこれに
沿って走行移動する天井クレーン15とを備える。The beam assembly device 10 for a building shown in this embodiment has an R
As shown in FIG. 1 and FIG. 2, a moving frame 11 and an upper clay as a first track mounted on an upper portion of the moving frame 11 are used to construct a high-rise building of C type.
The vehicle includes a girder 12 and a trolley crane 13 that travels along the same, a lower crane girder 14 as a second track attached to a lower portion of the moving frame 11, and an overhead crane 15 that travels along the same.
【0013】移動フレーム11は、構築すべき柱17の
四隅に位置するガイドロッド20を枠状に配設したもの
で、下端部に昇降装置16を有し、既設の柱17に沿っ
て上方に移動する。すなわち、昇降装置16は一対の締
付バンド18と、これらの間に介装する伸縮ジャッキ1
9とによって構成され、上方の締付バンド18を開放す
るとともに伸縮ジャッキ19を伸長して移動フレーム1
1を上方に移動し、次に下方の締付バンド18を開放し
て伸縮ジャッキ19を収縮し、いわゆる尺取り虫方式に
よって移動フレーム11を上方に移動するものである。The moving frame 11 has guide rods 20 located at the four corners of a pillar 17 to be constructed and arranged in a frame shape. The moving frame 11 has an elevating device 16 at the lower end, and moves upward along the existing pillar 17. Moving. That is, the lifting / lowering device 16 includes a pair of tightening bands 18 and the telescopic jack 1 interposed therebetween.
9, the upper tightening band 18 is opened, and the telescopic jack 19 is extended to move the moving frame 1.
1 is moved upward, then the lower fastening band 18 is opened to contract the telescopic jack 19, and the moving frame 11 is moved upward by a so-called scale insect method.
【0014】そして、移動フレーム11の上端部には、
複数の移動フレーム11にわたって縦横に上方クレーン
ガーダー12が架設されている。上方クレーンガーダー
12は例えばI型鋼からなり、移動フレーム11の上端
部中央を横切って配設される。したがって、トロリーク
レーン13は既設の柱17の直上に移動して柱鉄筋およ
びPC柱型枠21の取付けや柱コンクリートの打設など
の作業を行ない、これによって柱17の継足し構築を容
易に行なうことができる。なお、雨天時等の天候の影響
を受けることなく高層ビルの構築作業を行なうことがで
きるよう、上方クレーンガーダー12の上方は膜構造屋
根22で覆われている。At the upper end of the moving frame 11,
Crane vertically and horizontally across multiple moving frames 11
A girder 12 is provided. The upper crane girder 12 is made of, for example, I-beam and is disposed across the center of the upper end of the moving frame 11. Accordingly, the trolley crane 13 moves directly above the existing column 17 to perform operations such as mounting the column reinforcing bar and the PC column formwork 21 and placing the column concrete, thereby facilitating the extension and construction of the column 17. be able to. The upper part of the upper crane girder 12 is covered with a membrane structure roof 22 so that a high-rise building can be constructed without being affected by weather such as rainy weather.
【0015】一方、移動フレーム11の下端部には天井
クレーン15を走行移動するための下方クレーンガーダ
ー14が架設されている。すなわち、下方クレーンガー
ダー14は例えばI型鋼からなり、移動フレーム11の
外周において、前記昇降装置16の上方の締付バンド1
8上に載置架設される。そして、天井クレーン15は隣
接する本設柱17に取付けた対向する下方クレーンガー
ダー14の間に架設され、これらに沿って移動する。し
たがって、天井クレーン15に取付けた懸吊装置23は
下方クレーンガーダー14によって挾まれる領域の略全
域にわたって移動し、したがって、梁部材24等の柱以
外の本設構造部材の取付作業を容易に行なうことができ
る。On the other hand, the lower end of the moving frame 11 has a ceiling.
Lower crane girder for traveling and moving crane 15
-14 is installed. That is, the lower crane
The holder 14 is made of, for example, I-section steel, and is provided on the outer periphery of the moving frame 11 with the tightening band 1 above the elevating device 16.
8 and is erected. And, the overhead crane 15 is an opposing lower crane gar
And is moved along these. Therefore, the suspension device 23 attached to the overhead crane 15
It moves over substantially the entire area sandwiched by the lower crane girder 14, and therefore, the work of mounting the main structural members other than the columns such as the beam members 24 can be easily performed.
【0016】そして、かかる構成を有する本実施例の建
築用梁組装置10では、柱17の継足し作業と柱17以
外の本設構造部材の取付作業とを平行して行なうことが
できる。すなわち、上方クレーンガーダー12に沿って
移動するトロリークレーン13によって柱17の継足し
作業を、他の構造部材の取付作業に先行して順次行なっ
てゆくとともに、下方クレーンガーダー14及び天井ク
レーン15に沿って移動する懸吊装置23によって、前
記トロリークレーン13の空き時間を待つことなく梁部
材24等の他の本設構造部材の取付作業を行なうことが
できる。また、梁部材24等の部材は、建築用梁組装置
10の下端部に位置する懸吊装置23により運搬移動さ
れるので、吊りワイヤーの長さを適性に保って安全に取
付け作業を行なうことができる。さらに、トロリークレ
ーン13及び懸吊装置23は、必要に応じて互いの作業
を補いあうことができる。In the architectural beam assembly apparatus 10 of this embodiment having the above-described configuration, the work of extending the pillar 17 and the work of attaching the permanent structural members other than the pillar 17 can be performed in parallel. That is, the trolley crane 13 that moves along the upper crane girder 12 performs the extension work of the pillar 17 sequentially prior to the installation work of the other structural members, and also performs the lower crane girder 14 and the ceiling crane.
The suspension device 23 that moves along the lane 15 allows other permanent structural members such as the beam member 24 to be mounted without waiting for the idle time of the trolley crane 13. In addition, since the members such as the beam members 24 are transported and moved by the suspension device 23 located at the lower end of the architectural beam assembly device 10, it is necessary to maintain the length of the suspension wire appropriately and perform the mounting work safely. Can be. Furthermore, the trolley crane 13 and the suspension device 23 can supplement each other's work as needed.
【0017】なお、本実施例では,RC造の高層ビルを
構築する場合について記載したが、本発明はこれに限定
されず、S造、SRC造(鉄骨鉄筋コンクリート造)等
の他の構造様式建築物についても容易に応用することが
できる。In this embodiment, the case of building a high-rise building of RC construction has been described. However, the present invention is not limited to this, and other structural styles such as S construction, SRC construction (steel reinforced concrete construction), etc. It can be easily applied to objects.
【0018】[0018]
【発明の効果】以上述べたように、本発明の建築用梁組
装置は、移動フレームの上部にわたって架設した、移動
懸吊手段を移動させるための第一の軌道と、前記移動フ
レームの下部にわたって架設した、天井クレーンを移動
させるための下方クレーンガーダーとを有するので、移
動懸吊手段と天井クレーンにより柱部材の構築と柱以外
の本設構造部材の取付作業とを分担することにより、こ
れらの平行作業を可能にして工期の短縮を図ることがで
きる。また、吊りワイヤーの長さを適正に保って作業の
安全を図ることができる。As described above, the architectural beam assembly device of the present invention comprises the first track for moving the moving suspension means, which is provided over the upper part of the moving frame, and the lower part of the lower part of the moving frame. erection was, because it has a lower crane girder for moving the traveling crane, transfer
By sharing the construction of the pillar members and the work of attaching the permanent structural members other than the pillars by the dynamic suspension means and the overhead crane , these parallel works can be performed and the construction period can be shortened. In addition, it is possible to maintain the length of the suspending wire appropriately and to ensure the safety of work.
【図1】本発明の建築用梁組装置の一実施例を示す概略
側面図である。FIG. 1 is a schematic side view showing an embodiment of a building beam assembly device of the present invention.
【図2】図1のA−Aに沿った断面図である。FIG. 2 is a sectional view taken along line AA of FIG.
【図3】(イ)及び(ロ)は、従来の移動フレームを備
えた建築用梁組装置による施工方法を示す説明図であ
る。FIGS. 3A and 3B are explanatory views showing a construction method using a conventional building beam assembly device having a moving frame.
10 建築用梁組装置 11 移動フレーム 12 上方クレーンガーダー(第一の軌道) 13 トロリークレーン(移動懸吊手段) 14 下方クレーンガーダー 15 天井クレーン 16 昇降装置 17 柱DESCRIPTION OF SYMBOLS 10 Building beam assembly apparatus 11 Moving frame 12 Upper crane girder (first track) 13 Trolley crane (moving suspension means) 14 Lower crane girder 15 Overhead crane 16 Elevating device 17 Column
フロントページの続き (72)発明者 岡本 秀雄 東京都千代田区神田司町2丁目3番地 株式会社大林組東京本社内 (56)参考文献 特開 平5−195629(JP,A)Continuation of front page (72) Inventor Hideo Okamoto 2-3-3 Kandaji-cho, Chiyoda-ku, Tokyo Obayashi Corporation Tokyo Head Office (56) References JP-A-5-195629 (JP, A)
Claims (1)
これの上方に延長し、これの上方の柱部材を継足しつつ
上方に移動する複数の移動フレームを備えた建築用梁組
装置において、該装置が、前記移動フレームの上部にわ
たって架設した、移動懸吊手段を移動させるための第一
の軌道と、前記移動フレームの下部にわたって架設し
た、天井クレーンを移動させるための下方クレーンガー
ダーとを有することを特徴とする建築用梁組装置。1. An architectural beam assembly device having a plurality of moving frames attached to an upper part of a column being constructed, extending above the column member, and moving upward while adding a column member above the column member. A first track for moving a mobile suspension means, which is installed over an upper part of the moving frame, and a lower crane girder which is installed over a lower part of the moving frame, for moving an overhead crane ;
A beam assembly device for a building, comprising:
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP4022672A JP2737511B2 (en) | 1992-02-07 | 1992-02-07 | Building beam assembly equipment |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP4022672A JP2737511B2 (en) | 1992-02-07 | 1992-02-07 | Building beam assembly equipment |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH05231005A JPH05231005A (en) | 1993-09-07 |
| JP2737511B2 true JP2737511B2 (en) | 1998-04-08 |
Family
ID=12089347
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP4022672A Expired - Lifetime JP2737511B2 (en) | 1992-02-07 | 1992-02-07 | Building beam assembly equipment |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP2737511B2 (en) |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH05195629A (en) * | 1992-01-17 | 1993-08-03 | Kayaba Ind Co Ltd | Jack-up type building construction method and building factory used in the construction method |
-
1992
- 1992-02-07 JP JP4022672A patent/JP2737511B2/en not_active Expired - Lifetime
Also Published As
| Publication number | Publication date |
|---|---|
| JPH05231005A (en) | 1993-09-07 |
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