JP2776140B2 - Temporary beam assembly equipment for building construction - Google Patents
Temporary beam assembly equipment for building constructionInfo
- Publication number
- JP2776140B2 JP2776140B2 JP11771492A JP11771492A JP2776140B2 JP 2776140 B2 JP2776140 B2 JP 2776140B2 JP 11771492 A JP11771492 A JP 11771492A JP 11771492 A JP11771492 A JP 11771492A JP 2776140 B2 JP2776140 B2 JP 2776140B2
- Authority
- JP
- Japan
- Prior art keywords
- temporary
- crane traveling
- beam assembly
- building
- gripping device
- 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
Landscapes
- Movable Scaffolding (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Description
【0001】[0001]
【産業上の利用分野】この発明は、梁組構造の昇降毎に
補強ブレースを取付け,取り外しする必要のないビル建
築用架設梁組装置に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a building beam erection device for a building construction, which does not require attaching and detaching a reinforcing brace every time the beam structure is raised and lowered.
【0002】[0002]
【従来の技術】高層ビルの建築用の仮設足場として、仮
設梁組装置が提案されている。この仮設梁組装置は、図
2に示すように、構築予定ビル1の周囲に配置された少
なくとも4本の仮設支柱2と、各仮設支柱間2の上部に
あって昇降装置3を介して昇降可能な梁組構造4とを備
えている。この梁組構造4は前記昇降装置3の上部に昇
降可能に配置された束柱5と、束柱5の頂部に架設され
た一対のクレーン走行梁6と、クレーン走行梁6の上部
に両端をガイドされて走行可能な天井クレーン7及びク
レーン走行梁6の上部を開閉可能に覆う仮設屋根8を備
えている。2. Description of the Related Art A temporary beam assembly device has been proposed as a temporary scaffold for building a high-rise building. As shown in FIG. 2, the temporary beam assembling apparatus includes at least four temporary columns 2 arranged around a building 1 to be constructed, and a lifting / lowering device 3 located above the temporary columns 2 between the temporary columns 2. And a possible beam structure 4. The beam assembly structure 4 includes a bundle 5 arranged above and below the elevating device 3 so as to be able to move up and down, a pair of crane traveling beams 6 erected on the top of the bundle 5, and both ends of the crane traveling beam 6 at the top. An overhead crane 7 that can be guided and travel and a temporary roof 8 that can open and close the upper part of the crane travel beam 6 are provided.
【0003】この梁組装置はビル1の施工の進捗度合い
に応じて昇降装置3を介して梁組構造4を上昇させ、上
昇位置でユニット化された仮設支柱2の一部を構成する
支柱部材を継ぎ足す作業を尺取り虫状に繰返すことによ
り順次嵩上げされ、構築完了後は前記梁組構造4を下降
させつつ支柱部材を取り外すことにより、最終的に仮設
支柱2とともに撤去できるため、建築用仮設構造物の施
工が自動化でき、また類似する大きさのビル建築に何度
でも転用できること、及びクレーン走行梁6に屋根など
を設けることによって天候に左右されずに工事が行える
ため、工期が安定するなどの利点がある。This beam assembly apparatus raises a beam assembly structure 4 via an elevating device 3 in accordance with the degree of progress of construction of a building 1, and a column member constituting a part of a temporary column 2 unitized at a raised position. By repeating the work of adding the pieces into a worm-like shape, the building is sequentially raised, and after the construction is completed, by removing the support members while lowering the beam-structured structure 4, it is possible to finally remove the temporary support 2 together with the temporary support 2. The construction of objects can be automated and can be diverted to building buildings of similar size as many times as possible, and the roof can be installed on the crane traveling beam 6 so that construction can be performed without being affected by the weather, so that the construction period is stable. There are advantages.
【0004】[0004]
【発明が解決しようとする課題】ところで、前記梁組構
造4の振れを防止し自立安定性を確保するためには、補
強用の控えが必要である。このために、図に示すように
各昇降装置3の間に架設されたつなぎ梁8に両端を支持
されるとともに頂点を前記クレーン走行梁6の下部中央
に連結された補強用ブレース9を備えている。However, in order to prevent deflection of the beam structure 4 and secure self-standing stability, it is necessary to provide a reinforcing stay. For this purpose, as shown in the figure, a reinforcing brace 9 having both ends supported by a connecting beam 8 erected between the lifting devices 3 and having a vertex connected to the lower center of the crane traveling beam 6 is provided. I have.
【0005】しかし、この補強構造の場合には、前記束
柱5は、昇降装置3に対して相対的に昇降を繰返すた
め、その昇降動作毎に前記ブレース9の取付け,取り外
し作業が必要となり、この作業は高所作業であるため、
作業員がその都度危険に晒される問題があり、また、取
り外し時における剛性低下が懸念されていた。However, in the case of this reinforcing structure, since the bundle column 5 is repeatedly moved up and down relative to the elevating device 3, it is necessary to attach and remove the brace 9 every time the elevating operation is performed. Because this is a work at height,
There is a problem that the worker is exposed to danger each time, and there is a concern that the rigidity is reduced at the time of removal.
【0006】この発明は以上の問題を解決するものであ
って、その目的は、梁組構造の昇降毎に補強用ブレース
を取付け,取り外しする必要のないビル建築用架設梁組
装置を提供するものである。An object of the present invention is to solve the above problems, and an object of the present invention is to provide an erection beam assembling apparatus for a building construction in which it is not necessary to attach and remove a reinforcing brace every time the beam erection structure is moved up and down. It is.
【0007】[0007]
【課題を解決するための手段】前記目的を達成するた
め、この発明は、構築予定ビルの周囲に配置された複数
の仮設支柱と、各仮設支柱の頂部に設けられて仮設支柱
を順次上方に継ぎ足すとともに、上部把持装置部に梁組
構造を保持した昇降装置とを備えた仮設梁組装置におい
て、前記梁組構造は前記各昇降装置の上部把持装置部側
の間に架設され、または上部把持装置部に保持された束
柱の頂部間に架設されたクレーン走行梁と、各昇降装置
の下部把持装置部間に架設されたつなぎ梁に両端が支持
され頂部を互いに連結されて三角形状に組まれた補強ブ
レースと、下端を前記つなぎ梁に固定され、上端を前記
頂点に連結される中間柱と、該中間柱の上端にスライド
自在に配置されるとともに、頂部を前記クレーン走行梁
に結合した伸縮部材とを備えたものである。In order to achieve the above object, the present invention is directed to a plurality of temporary supports arranged around a building to be constructed, and a temporary support provided on the top of each temporary support and sequentially moving the temporary supports upward. In the temporary beam assembly device, which is provided with an elevating device that holds the beam structure in the upper gripping device unit, the beam assembly structure is erected between the upper gripping device unit side of each of the elevating devices, or Both ends are supported by a crane traveling beam erected between the tops of the bundle pillars held by the gripping unit and a connecting beam erected between the lower gripping units of each lifting device, and the tops are connected to each other to form a triangle. An assembled reinforcing brace, an intermediate column having a lower end fixed to the connecting beam and an upper end connected to the vertex, slidably disposed at the upper end of the intermediate column, and a top coupled to the crane traveling beam. Telescopic member It is those with a.
【0008】[0008]
【作用】柱の昇降装置に対する相対的な下降位置では伸
縮部材は中間柱の内部に没入し、ブレース及び中間柱に
よるトラス組構造が保持される。上昇時にクレーン走行
梁とともに伸縮部材は上方に延び、また伸縮部材の下部
は中間柱の内部に嵌合されたままなので、トラス組構造
はその状態に維持され、梁組構造の剛性や柱の自立性を
維持する。When the column is lowered relative to the elevating device, the telescopic member is immersed inside the intermediate column, and the truss structure including the brace and the intermediate column is maintained. Since the telescopic member extends upward together with the crane traveling beam when ascending, and the lower part of the telescopic member is still fitted inside the intermediate column, the truss structure is maintained in that state, the rigidity of the beam structure and the self-standing of the column Maintain sex.
【0009】[0009]
【実施例】以下この発明の一実施例を詳細に説明する。
なお、この発明の要部以外は従来と同一符号を付し、変
更部分または新たに付加された部分のみを異なる符号を
用いて説明するものとする。図1(a)〜(c)はこの
発明にかかる補強構造を持った屋根構造4を示してい
る。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS One embodiment of the present invention will be described below in detail.
It is to be noted that the same reference numerals as those in the related art are given the same reference numerals as those in the related art, and only changed or newly added parts will be described using different reference numerals. 1A to 1C show a roof structure 4 having a reinforcing structure according to the present invention.
【0010】図において、昇降装置3の下部把持装置部
3b間に架設されたつなぎ梁8に両端を支持される一対
の補強ブレース10の頂部は三角形状をなして連結金具
12の両側に連結されている。また、つなぎ梁8の中央
には中間柱14の下端が固定されており、この中間柱1
4の上端は前記連結金具12の中央に連結され、前記補
強ブレース10による三角形状を半分割している。In the figure, the tops of a pair of reinforcing braces 10 whose both ends are supported by a connecting beam 8 erected between a lower gripping unit 3b of a lifting device 3 are connected to both sides of a connecting fitting 12 in a triangular shape. ing. The lower end of the intermediate column 14 is fixed to the center of the connecting beam 8.
The upper end of 4 is connected to the center of the connection fitting 12 and halves the triangular shape formed by the reinforcing braces 10.
【0011】中間柱14の上部外周には図1(a)の一
部に拡大して示すように、伸縮部材16がスライド可能
に嵌合されており、この伸縮部材16の上部は前記連結
金具12の両側を貫通した状態でクレーン走行梁5の下
端中央にボルトなどによって固定されている。As shown in an enlarged view of a part of FIG. 1A, a telescopic member 16 is slidably fitted on the outer periphery of the upper part of the intermediate pillar 14, and the upper part of the telescopic member 16 is connected to the connecting fitting. 12 is fixed to the center of the lower end of the crane traveling beam 5 by bolts or the like while penetrating both sides of the crane traveling beam 12.
【0012】以上の構成において、屋根構造4の束柱5
が図1(a)に示すように、昇降装置3に対して相対的
に低い位置に保持されている状態では、伸縮部材16は
下降し中間柱14の上部外周に結合しており、前記連結
金具12の頂部がクレーン走行梁6の下面に当接し、ト
ラス組による補強構造を保持している。In the above configuration, the bundle pillar 5 of the roof structure 4
As shown in FIG. 1 (a), in a state where the telescopic member 16 is held at a relatively low position with respect to the elevating device 3, the telescopic member 16 is lowered and connected to the upper outer periphery of the intermediate column 14, and The top of the metal fitting 12 is in contact with the lower surface of the crane traveling beam 6 and holds the reinforcing structure by the truss assembly.
【0013】この状態から図1(b)に示すように柱5
が昇降装置3の上部位置に押し上げられた状態では伸縮
部材16のみが上昇して補強ブレース10と中間柱14
によるトラス組構造はその状態に維持されている。この
状態で支柱部材を仮設支柱2の頂部に連結して仮設支柱
2を上方に伸ばす作業が行われる。From this state, as shown in FIG.
Is pushed up to the upper position of the elevating device 3, only the elastic member 16 rises, and the reinforcing brace 10 and the intermediate column 14 are raised.
The truss braided structure is maintained in that state. In this state, the work of connecting the support member to the top of the temporary support 2 and extending the temporary support 2 upward is performed.
【0014】連結作業終了後、図1(c)に示すように
昇降装置3自体が上昇すると、トラス組構造自体も上昇
し、(a)と同様に伸縮部材16を下降させた位置で連
結金具12の頂点が元のようにクレーン走行梁6の下端
に突き当てられることになる。After completion of the connecting operation, as shown in FIG. 1 (c), when the lifting / lowering device 3 itself is raised, the truss assembly structure itself is also raised. The apex of twelve will be abutted against the lower end of the crane traveling beam 6 as before.
【0015】なお、この実施例では、クレーン走行梁6
が昇降装置3の上部把持装置部3aに保持された束柱5
の頂部間に架設されているが、上部把持装置部3a側の
間に架設してもよい。In this embodiment, the crane traveling beam 6
Column 5 held by the upper gripping device 3a of the lifting device 3
Although it is installed between the tops, it may be installed between the upper gripping device 3a side.
【0016】[0016]
【発明の効果】以上実施例によって詳細に説明したよう
に、この発明によるビル建築用仮設梁組装置にあって
は、柱の昇降装置に対する相対的な下降位置では伸縮部
材は中間柱の内部に没入し、ブレース及び中間柱による
トラス組構造が保持され、上昇時にクレーン走行梁とと
もに伸縮部材は上方に延び、また伸縮部材の下部は中間
柱の内部に嵌合されたままなので、トラス組構造はその
状態に維持され、梁組構造の剛性や柱の自立性を維持す
るため、従来のように屋根構造の昇降毎に人手によるブ
レースの取付け取り外し作業が不要となり、高所作業に
よる危険性がなく、省力化を図ることができる。また、
取外し毎の構造物全体の剛性低下の懸念がない。As described in detail in the above embodiments, in the temporary beam assembly apparatus for building construction according to the present invention, at the lowering position of the column relative to the elevating device, the telescopic member is located inside the intermediate column. The truss structure is retained by the truss structure with the brace and the intermediate column, and the telescopic member extends upward together with the crane traveling beam when ascending, and the lower part of the telescopic member remains fitted inside the intermediate column. In this state, the rigidity of the beam structure and the independence of the columns are maintained, so there is no need to manually attach and remove the brace every time the roof structure moves up and down as in the past, eliminating the danger of working at heights. , Labor can be saved. Also,
There is no concern that the rigidity of the entire structure will decrease with each removal.
【図1】(a)〜(c)はこの発明による仮設梁組装置
の上昇動作を示す説明図である。FIGS. 1 (a) to 1 (c) are explanatory views showing a lifting operation of a temporary beam assembly device according to the present invention.
【図2】仮設梁組装置の概略説明図である。FIG. 2 is a schematic explanatory view of a temporary beam assembly device.
【符号の説明】 1 高層ビル 2 仮設支柱 3 昇降装置 3a 上部把持装置部 3b 下部把持装置部 4 梁組構造 5 束柱 6 クレーン走行梁 10 補強ブレース 12 連結金具 14 中間柱 16 伸縮部材[Description of Signs] 1 High-rise building 2 Temporary support column 3 Elevating device 3a Upper gripping device unit 3b Lower gripping device unit 4 Beam group structure 5 Bundle post 6 Crane traveling beam 10 Reinforcement brace 12 Connection fitting 14 Intermediate column 16 Telescopic member
───────────────────────────────────────────────────── フロントページの続き (72)発明者 福田 一成 東京都清瀬市下清戸4丁目640番地 株 式会社大林組技術研究所内 (72)発明者 志水 史典 大阪府大阪市中央区北浜東4番33号 株 式会社大林組本店内 (56)参考文献 特開 平2−213564(JP,A) 実開 昭61−107835(JP,U) (58)調査した分野(Int.Cl.6,DB名) E04G 1/20 E04G 21/16──────────────────────────────────────────────────続 き Continued on the front page (72) Inventor Kazunari Fukuda 4-640 Shimoseito, Kiyose-shi, Tokyo Inside Obayashi Corporation Technical Research Institute, Inc. (72) Inventor Fuminori Shimizu 4-33 Kitahamahigashi, Chuo-ku, Osaka-shi, Osaka (56) References JP-A-2-213564 (JP, A) JP-A-61-107835 (JP, U) (58) Fields investigated (Int. Cl. 6 , DB name) E04G 1/20 E04G 21/16
Claims (1)
仮設支柱と、各仮設支柱の頂部に設けられて仮設支柱を
順次上方に継ぎ足すとともに、上部把持装置部に梁組構
造を保持した昇降装置とを備えた仮設梁組装置におい
て、 前記梁組構造は前記各昇降装置の上部把持装置部側の間
に架設され、または上部把持装置部に保持された束柱の
頂部間に架設されたクレーン走行梁と、各昇降装置の下
部把持装置部間に架設されたつなぎ梁に両端が支持され
頂部を互いに連結されて三角形状に組まれた補強ブレー
スと、下端を前記つなぎ梁に固定され、上端を前記頂点
に連結される中間柱と、該中間柱の上端にスライド自在
に配置されるとともに、頂部を前記クレーン走行梁に結
合した伸縮部材とを備えたことを特徴とするビル建築用
仮設梁組装置。1. A plurality of temporary struts arranged around a building to be constructed, a temporary strut provided at the top of each temporary strut, and the temporary struts are sequentially added upward, and a beam structure is held by an upper gripping device. In a temporary beam assembling device provided with an elevating device, the beam assembling structure is installed between an upper gripping device portion side of each of the elevating devices, or is installed between the top portions of a bundle held by the upper gripping device portion. A crane traveling beam, a reinforcing brace which is supported at both ends by a connecting beam provided between lower gripping devices of the respective lifting devices and whose tops are connected to each other, and which is assembled in a triangular shape, and a lower end of which is fixed to the connecting beam. A middle pillar having an upper end connected to the apex, and a telescopic member slidably disposed at the upper end of the middle pillar and having a top coupled to the crane traveling beam. Temporary beam assembly equipment.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP11771492A JP2776140B2 (en) | 1992-05-11 | 1992-05-11 | Temporary beam assembly equipment for building construction |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP11771492A JP2776140B2 (en) | 1992-05-11 | 1992-05-11 | Temporary beam assembly equipment for building construction |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH05311869A JPH05311869A (en) | 1993-11-22 |
JP2776140B2 true JP2776140B2 (en) | 1998-07-16 |
Family
ID=14718486
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP11771492A Expired - Lifetime JP2776140B2 (en) | 1992-05-11 | 1992-05-11 | Temporary beam assembly equipment for building construction |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP2776140B2 (en) |
-
1992
- 1992-05-11 JP JP11771492A patent/JP2776140B2/en not_active Expired - Lifetime
Also Published As
Publication number | Publication date |
---|---|
JPH05311869A (en) | 1993-11-22 |
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