JPH08312143A - Temporary frame device for construction - Google Patents
Temporary frame device for constructionInfo
- Publication number
- JPH08312143A JPH08312143A JP11612495A JP11612495A JPH08312143A JP H08312143 A JPH08312143 A JP H08312143A JP 11612495 A JP11612495 A JP 11612495A JP 11612495 A JP11612495 A JP 11612495A JP H08312143 A JPH08312143 A JP H08312143A
- Authority
- JP
- Japan
- Prior art keywords
- construction
- temporary
- frame
- roof frame
- crane
- 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.)
- Granted
Links
Landscapes
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
Description
【０００１】[0001]
【産業上の利用分野】この発明は、全天候型の建設用仮
設架構装置に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an all-weather temporary construction frame device for construction.
【０００２】[0002]
【従来の技術】ＲＣ構造の高層ビルの建設用仮設足場と
して、全天候型の仮設架構が提案されている。この仮設
架構は、構築予定建物の形状に合わせてその周囲に立設
された複数本の仮設支柱と、各仮設支柱間の上部に支持
された屋根架構からなり、屋根架構の下面に天井クレー
ンを配置し、エレベータ等により揚重された資材を天井
クレーンを通じて各部に搬送し組立を行う。施工現場の
上面全体は屋根架構で覆われるので天候とは無関係に作
業できる。2. Description of the Related Art An all-weather temporary frame has been proposed as a temporary scaffold for the construction of RC high-rise buildings. This temporary frame consists of a plurality of temporary columns that stand upright around the structure of the building to be built and a roof frame supported between the temporary columns, with an overhead crane on the underside of the roof frame. The materials are placed and lifted by an elevator, etc., and transported to various parts through an overhead crane for assembly. Since the entire top surface of the construction site is covered by the roof frame, it is possible to work regardless of the weather.
【０００３】このため、仮設架構は施工階の直上に常時
配置されるべく施工の進捗度合いに応じて順次上昇させ
ることが必要であり、従来では例えば特開平４−２２１
１７２号公報に示すように、地上部において仮設支柱
（仮設櫓）の周囲に配置した揚重手段により仮設支柱を
持ち上げ、下部に新たな支柱材を継ぎ足す手法が提案さ
れている。For this reason, it is necessary to raise the temporary frame sequentially according to the degree of progress of the construction so that it is always arranged immediately above the construction floor.
As shown in Japanese Patent No. 172, a method has been proposed in which a temporary support column is lifted by a lifting means arranged around a temporary support column (temporary turret) on the ground, and a new support member is added to the lower part.
【０００４】また、これの他に例えば特開平５−５９８
１７号公報に示すように、仮設支柱を伸縮自在な複数の
テレスコピック状のロングポストにより構成しこのロン
グポストの上部に作業ステーションを配置し、ロングポ
ストを順次繰り出すことによって作業ステーションを上
昇させる手法も提案されている。In addition to this, for example, Japanese Patent Laid-Open No. 5-598.
As shown in Japanese Patent Publication No. 17, a method of raising a work station by arranging a temporary support column with a plurality of telescopic long posts that can be expanded and contracted, arranging a work station on the upper part of the long post, and sequentially feeding the long posts Proposed.
【０００５】[0005]
【発明が解決しようとする課題】しかしながら、前者の
発明は、仮設架構を上昇させる毎に継ぎ足す仮設支柱材
の重量が増加し、揚重手段の負荷が順次増加するため
に、最終重量を設定した駆動力を予め設定しておく必要
がある。However, the former invention sets the final weight because the weight of the temporary strut material to be added increases each time the temporary frame is raised and the load of the lifting means increases in sequence. It is necessary to preset the driving force.
【０００６】一方、後者の発明は、揚重し始めから全荷
重が加わるためやはり相当な駆動力が必要であり、順次
ロングポストを繰り出す毎に繰出し長さが収容されてい
る長さより大きくなるため、継ぎ部分での支持モ―メン
トが不安定になる。On the other hand, in the latter invention, since a full load is applied from the beginning of lifting, a considerable driving force is still required, and the feeding length becomes larger than the accommodated length every time the long posts are sequentially fed. , The support moment at the joint becomes unstable.
【０００７】また、いずれの発明にあっても、仮設支柱
自体が移動するのでこれの支持を建設中の建物から取る
ことはできず、高層階になるほど個々の仮設支柱の自立
が不安定となる。自立不安定の解消のためには、各仮設
支柱間に補強材としてブレースを掛け渡せば良いが、ブ
レースの掛け渡し作業が面倒であるばかりか、荷重が増
加し、揚重のためにさらに大きな動力を必要とするた
め、特に超高層ビルなどの階数の多い建物建設用の仮設
架構として不適当であった。Also, in any of the inventions, since the temporary columns themselves move, it is not possible to support them from the building under construction, and the higher the floor is, the more unstable the individual temporary columns become independent. . In order to eliminate self-sustaining instability, it is sufficient to hang braces between each of the temporary columns as a reinforcing material, but not only is the brace work troublesome, but the load increases and it becomes even larger due to lifting. Since it requires power, it was unsuitable as a temporary frame for the construction of buildings with many floors such as skyscrapers.
【０００８】この発明は、既存の装置を有効活用するこ
とができながら、屋根架構の上昇のための駆動力を小さ
く、かつ常時一定とすることができ、仮設支柱の支持を
建物から取ることができ、屋根架構の上昇時における撓
みを抑制し、最上部の仮設支柱の継足し作業を建設作業
に競合することなく行うことを目的とする。According to the present invention, the existing apparatus can be effectively used, the driving force for raising the roof frame can be made small, and can be made constant at all times, and the support of the temporary columns can be taken from the building. Therefore, it is an object of the present invention to suppress the bending of the roof frame when the roof frame is lifted and to perform the work of adding the uppermost temporary support pillar without competing with the construction work.
【０００９】[0009]
【課題を解決するための手段】この発明は、建物の建設
予定位置に近接してまたは該予定位置内に立設され、か
つ建設高さの増加に応じて順次上方に継ぎ足される１な
いし複数の仮設支柱と、該仮設支柱の周囲に上下のガイ
ドローラを介して昇降可能に挿通するとともに昇降用の
ジャッキを配置したクライミング機構と、該クライミン
グ機構の前記上下のガイドローラ間に支持され前記建物
の上面全体を覆う屋根架構とを備えたことを特徴とする
（請求項１）。DISCLOSURE OF THE INVENTION The present invention is provided with one or a plurality of units which are erected close to or within a planned construction position of a building and which are sequentially added upward as the construction height increases. A temporary support, a climbing mechanism around the temporary support that is vertically movable through upper and lower guide rollers, and a jack for raising and lowering is disposed, and a climbing mechanism supported between the upper and lower guide rollers of the climbing mechanism. A roof frame covering the entire top surface is provided (claim 1).
【００１０】この発明において、前記屋根架構の下面に
資材搬送用の天井クレーンを配置するとともに、上面に
前記仮設支柱揚重用のクレーンを配置することが望まし
く（請求項２）、さらに、前記仮設支柱はタワークレー
ンのマストを採用することが望ましく（請求項３）、さ
らにまた、前記仮設支柱は水平控えを介して建物側に支
持されることが望ましい（請求項４）。In the present invention, it is desirable that an overhead crane for material transportation is arranged on the lower surface of the roof frame, and a crane for lifting the temporary support pillar is arranged on the upper surface (Claim 2), and further, the temporary support pillar. It is desirable to adopt a mast of a tower crane (Claim 3), and furthermore, it is desirable that the temporary support column is supported on the building side through a horizontal stay (Claim 4).
【００１１】[0011]
【作用】請求項１の構成により、仮設支柱は順次上方に
継ぎ足され、既設の仮設支柱はその状態のまま固定され
る。上昇作業時にクライミング機構は屋根架構のみの重
量を支えた状態で上昇する。上昇作業の際に屋根架構に
撓もうとする力が発生すると、ガイドロ―ラが互いに反
力ロ―ラとして仮設支柱に接することで、屋根架構の撓
みを抑制する。According to the structure of claim 1, the temporary support columns are successively added upward, and the existing temporary support columns are fixed as they are. When climbing, the climbing mechanism rises while supporting the weight of the roof frame only. When a force to bend the roof frame is generated during the ascending work, the guide rollers contact each other as a reaction force roller to the temporary support column to suppress the bending of the roof frame.
【００１２】請求項２の構成とすることで、建設作業に
おける資材の搬入据付作業を天井クレーンで行い、上面
のクレーンは専ら仮設支柱を揚重し順次上方に継ぎ足す
作業を行う。また、建設終了後は屋根架構の解体に使用
できる。天井クレーンの移動に伴って屋根架構に撓もう
とする力が発生しても、前述したように、ガイドローラ
が反力ローラとして作用するので、屋根架構の撓みを抑
制する。According to the second aspect of the invention, the material carrying-in / installing work in the construction work is carried out by the overhead crane, and the crane on the upper surface exclusively carries out the work of hoisting the temporary support columns and successively adding them upward. It can also be used to dismantle the roof frame after construction is complete. Even if a force to bend the roof frame is generated due to the movement of the overhead crane, the guide roller acts as a reaction force roller as described above, so that the bending of the roof frame is suppressed.
【００１３】請求項３の構成とすることで、クライミン
グ機構をタワークレーン用クライミング機構を適用でき
る。With the structure of claim 3, a climbing mechanism for a tower crane can be applied as the climbing mechanism.
【００１４】請求項４の構成とすることで、仮設支柱間
を繋ぐブレースを減少したり不要とできる。With the structure of claim 4, it is possible to reduce or eliminate the brace connecting the temporary columns.
【００１５】[0015]
【実施例】図１，２において、仮設架構装置は、建設予
定の建物１の外側に配置された４本のマスト２と、各マ
スト２に昇降可能に取付けたクライミング機構３と、各
クライミング機構３に四隅を固定され、建物１の上面全
体を水平に覆う屋根架構４と、屋根架構４の下面に配置
された複数の天井クレーン５と、屋根架構４の上面中央
に長手方向に沿って設けたガイドレール６に沿って移動
可能なジブクレーン７を備えている。1 and 2, a temporary frame device comprises four masts 2 arranged outside a building 1 to be constructed, a climbing mechanism 3 attached to each mast 2 so as to be able to move up and down, and each climbing mechanism. A roof frame 4 whose four corners are fixed to 3 and which horizontally covers the entire top surface of the building 1, a plurality of overhead cranes 5 arranged on the bottom surface of the roof frame 4, and a longitudinal center structure provided at the center of the top surface of the roof frame 4. It has a jib crane 7 movable along the guide rail 6.
【００１６】また、建物１の一側面中央には貨物リフト
８が配置され、このリフト８を通じて揚重されたプレキ
ャスト部材などの資材は天井クレーン５を走行するホイ
スト９に受け渡され、建物１の各部に供給される。Further, a cargo lift 8 is arranged in the center of one side of the building 1, and materials such as precast members lifted through the lift 8 are transferred to a hoist 9 which travels an overhead crane 5, and the Supplied to each part.
【００１７】前記マスト２およびクライミング機構３
は、タワークレーンに用いられる既存の機構を適用した
ものであり、マスト２はトラス組柱状体の他に円筒形柱
状体を選択でき、適宣建物１側に一端固定された水平控
え１０に支持されて自立安定性を保ちつつ、施工階の上
昇に応じてジブクレーン７で揚重されたマスト材２ａを
上方に継ぎ足すことで順次高さを増すことができる。The mast 2 and the climbing mechanism 3
Is an existing mechanism used for a tower crane, and the mast 2 can be selected from a cylindrical columnar body in addition to the trussed columnar body, and is supported by a horizontal stay 10 which is fixed to the building 1 side at one end. Thus, while maintaining the self-sustaining stability, the height can be sequentially increased by adding the mast member 2a lifted by the jib crane 7 upward as the construction floor rises.
【００１８】クライミング機構３は、マスト２の外周に
挿通されたガイドスリーブ３ａと、ガイドスリーブ３ａ
の上下に一体化され、マスト２の周囲を包囲した上部フ
レーム３ｂおよび中間フレーム３ｃとを備え、ガイドス
リーブ３ａの上下を二分割し、両者間に屋根架構４の隅
部を挾み込んで固定している。また、中間フレーム３ｃ
の下部には同じくマスト２の周囲を包囲する下部フレー
ム３ｃが配置され、両フレーム３ｃ，３ｄ間を複数の昇
降用油圧ジャッキ３ｅで連結している。The climbing mechanism 3 includes a guide sleeve 3a inserted through the outer periphery of the mast 2 and a guide sleeve 3a.
The upper frame 3b and the intermediate frame 3c that are integrated above and below the mast 2 and surround the periphery of the mast 2 are divided into upper and lower parts of the guide sleeve 3a, and the corners of the roof frame 4 are sandwiched and fixed between them. are doing. Also, the intermediate frame 3c
Similarly, a lower frame 3c surrounding the mast 2 is arranged at the lower part of the frame, and the frames 3c and 3d are connected by a plurality of lifting hydraulic jacks 3e.
【００１９】各フレーム３ｂ，３ｃ，３ｄの内側には図
３（ａ）〜（ｃ）に断面して示すように前記マスト２の
外側部に接して転動する複数のガイドロ―ラ１１が配置
され、各フレーム３ｂ〜３ｃを昇降可能にガイドする。Inside each of the frames 3b, 3c, 3d, there are arranged a plurality of guide rollers 11 which roll in contact with the outer portion of the mast 2 as shown in cross section in FIGS. 3 (a)-(c). The frames 3b to 3c are guided so that they can be moved up and down.
【００２０】また中間フレーム３ｃと下部フレーム３ｄ
には同図（ｂ），（ｃ）に示すようにそれぞれ鉛直荷支
持用の一対のピン１２がマスト２に抜き差し可能に挿通
され、クライミング機構３をマスト２の周囲に支持固定
している。The intermediate frame 3c and the lower frame 3d
As shown in FIGS. 2B and 2C, a pair of pins 12 for supporting a vertical load are inserted into and removed from the mast 2 to support the climbing mechanism 3 around the mast 2.
【００２１】以上の構成において、クライミング機構３
の停止状態では油圧ジャッキ３ｅは縮小し、各ピン１２
によりマスト２の所定高さ位置に支持されている。In the above structure, the climbing mechanism 3
In the stopped state, the hydraulic jack 3e is contracted and each pin 12
Is supported at a predetermined height position of the mast 2.
【００２２】上昇するためには、中間フレーム３ｃのピ
ン１２を抜き、油圧ジャッキ３ｅを伸長させることによ
り、中間フレーム３ｃから上の部分はジャッキストロー
ク分だけ上昇する。次いで中間フレーム３ｃにピン１２
を挿通してマスト２に鉛直支持させた後、下部フレーム
３ｄのピン１２を抜き、油圧ジャッキ３ｅを縮小させれ
ば、下部フレーム３ｄも追随して上昇する。この後ピン
１２を挿通して下部フレーム３ｄをマスト２に鉛直支持
させれば、上昇作業を完了する。In order to ascend, the pin 12 of the intermediate frame 3c is pulled out and the hydraulic jack 3e is extended, so that the portion above the intermediate frame 3c rises by the jack stroke. Next, the pin 12 is attached to the intermediate frame 3c.
If the hydraulic jack 3e is contracted by removing the pin 12 of the lower frame 3d after vertically inserting it into the mast 2 and supporting it on the mast 2, the lower frame 3d also rises. After that, if the lower frame 3d is vertically supported by the mast 2 by inserting the pin 12, the lifting work is completed.
【００２３】以上のクライミング機構３を用いて屋根架
構４を上昇させるには、建設作業の中断の後、４つのク
ライミング機構３を同時に上昇動作させる。In order to raise the roof frame 4 by using the above climbing mechanism 3, the four climbing mechanisms 3 are simultaneously moved up after the construction work is interrupted.
【００２４】このとき各部の上昇速度の過小により屋根
架構４に撓もうとする力が発生するが、屋根架構４はス
リーブ３ａ間に挾まれて固定されており、また上部フレ
ーム３ｂと中間フレーム３ｃのガイドローラ１１がその
傾き方向に対して互いに逆方向の反力ロ―ラとして作用
するため、上下に位置するガイドローラ１１間の距離が
長くなることと相俟って、屋根架構４の撓みを抑制する
ことができる。このように、屋根架構４が撓もうとする
力は天井クレーン５が資材を移送する際にも発生する
が、ガイドローラ１１が反力ローラとして作用すること
により屋根架構４の撓みを抑制することができる。At this time, a force for bending the roof frame 4 is generated due to an insufficient rising speed of each part, but the roof frame 4 is sandwiched and fixed between the sleeves 3a, and the upper frame 3b and the intermediate frame 3c. Since the guide rollers 11 of the above act as reaction force rollers in directions opposite to each other with respect to the inclination direction thereof, the bending of the roof frame 4 is combined with the increase in the distance between the guide rollers 11 positioned above and below. Can be suppressed. As described above, the force that the roof frame 4 tries to bend is also generated when the overhead crane 5 transfers the material, but the guide roller 11 acts as a reaction force roller to suppress the bending of the roof frame 4. You can
【００２５】上昇停止後、荷重をマスト２に預けること
により屋根架構４の四隅はマスト２の高さで位置決めさ
れ、水平に支持される。この後建設作業を再開できる。After the ascent is stopped, the load is deposited on the mast 2 so that the four corners of the roof frame 4 are positioned at the height of the mast 2 and are supported horizontally. After this, construction work can be resumed.
【００２６】建物１の建設完了後はジブクレーン７によ
り天井クレーン５および屋根架構４を順次解体した後ジ
ブクレーン７自体も解体し、建物１に干渉しない状態と
した後、図示しない補助クレーン等によりマスト２を上
方から順に撤去しつつ前記とは逆の手順でクライミング
機構３を下降することで、仮設架構装置を撤去できる。After the construction of the building 1 is completed, the jib crane 7 sequentially dismantles the overhead crane 5 and the roof frame 4, and then the jib crane 7 itself is dismantled so as not to interfere with the building 1, and then the mast 2 is disassembled by an auxiliary crane or the like not shown The temporary frame structure device can be removed by lowering the climbing mechanism 3 in the reverse order of the above while removing the above in sequence from above.
【００２７】なお、以上の実施例では建物１が矩形状断
面であるため、マスト２を建物１の外側４箇所に配置し
た場合を説明したが、建物断面積に応じて１〜３本のみ
配置し、その上部を屋根架構で覆っても良いし、断面積
が大きい場合にはさらに多数設けても良いことは勿論で
ある。In the above embodiment, since the building 1 has a rectangular cross section, the case where the masts 2 are arranged at four locations outside the building 1 has been described. However, only one to three masts are arranged according to the building cross sectional area. However, of course, the upper part may be covered with a roof frame, and if the cross-sectional area is large, a larger number may be provided.
【００２８】[0028]
【発明の効果】この発明の建設用仮設架構装置は次の利
点がある。The construction temporary construction frame device of the present invention has the following advantages.
【００２９】（１）仮設支柱を順次上方に継ぎ足すた
め、既設の仮設支柱はその状態のまま固定されるので、
仮設支柱の支持を建物側に取ることができる。(1) Since the temporary support columns are successively added upward, the existing temporary support columns are fixed in that state.
Support for temporary columns can be provided on the building side.
【００３０】（２）上昇作業時にクライミング機構は屋
根架構のみの重量を支えた状態で上昇させるため、仮設
架構の上昇のための駆動力を小さく、かつ常時一定とす
ることができる。(2) Since the climbing mechanism lifts the weight of only the roof frame during lifting work, the driving force for lifting the temporary frame can be kept small and constant at all times.
【００３１】（３）上昇作業の際に屋根架構に撓もうと
する力が生じても、前記クライミング機構が屋根架構を
挟んで上下に分割されていることに加え、上下のガイド
ローラが互いに反力ローラとして仮設支柱に接すること
で、このような屋根架構の撓みが抑制される。(3) In addition to the fact that the climbing mechanism is divided into upper and lower parts with the roof frame interposed therebetween even if a force that tends to bend the roof frame is generated during ascending work, the upper and lower guide rollers are opposed to each other. By contacting the temporary support as a force roller, such bending of the roof frame is suppressed.
【００３２】（４）請求項２の構成とすることで、建設
に必要な資材の搬入、据付は天井クレーンで行い、上面
のクレーンは専ら仮設支柱を揚重し順次上方に継ぎ足す
作業を行うため、仮設支柱の増設作業と建物の建設作業
との競合がない。また、建設終了後は上面のクレーンは
屋根架構の解体に使用できる。天井クレーンの移動に伴
って屋根架構に撓もうとする力が発生しても、ガイドロ
ーラが反力ローラとして作用するので、屋根架構の撓み
は抑制される。(4) With the structure of claim 2, the material required for construction is carried in and installed by the overhead crane, and the crane on the upper surface exclusively lifts the temporary support pillars and sequentially adds the work upwards. Therefore, there is no competition between the work of adding the temporary columns and the work of constructing the building. After the construction is complete, the top crane can be used to dismantle the roof frame. Even if a force to bend the roof frame is generated with the movement of the overhead crane, the guide roller acts as a reaction force roller, so that the bending of the roof frame is suppressed.
【００３３】（５）請求項３の構成とすることで、クラ
イミング機構をタワークレーン用クライミング機構を適
用でき、既存の装置を有効活用できる。(5) With the structure of claim 3, the climbing mechanism for the tower crane can be applied, and the existing device can be effectively used.
【００３４】（６）請求項４の構成とすることで、仮設
支柱は水平控えにより自立安定性を確保でき、仮設支柱
間を連結するブレースを減少したり、不要とできるの
で、重量低減効果がある。(6) With the structure according to claim 4, the temporary support columns can secure the self-supporting stability by the horizontal braces, and the brace connecting the temporary support columns can be reduced or eliminated. is there.
【図１】この発明による仮設架構装置の側面図である。FIG. 1 is a side view of a temporary frame device according to the present invention.
【図２】同正面図である。FIG. 2 is a front view of the same.
【図３】（ａ）は図１のＡ−Ａ線断面図である。 （ｂ）は同Ｂ−Ｂ線断面図である。 （ｃ）は同Ｃ−Ｃ線断面図である。3A is a sectional view taken along the line AA of FIG. (B) is the same BB sectional drawing. (C) is the CC sectional view taken on the line.
１ 建物 ２ マスト（仮設支柱） ３ クライミング機構 ３ａ スリーブ ３ｂ，３ｃ，３ｄ フレーム ３ｅ 昇降用油圧ジャッキ ４ 屋根架構 ５ 天井クレーン ７ ジブクレーン １１ ガイドローラ １２ 鉛直荷重支持ピン 1 Building 2 Mast (temporary column) 3 Climbing mechanism 3a Sleeve 3b, 3c, 3d Frame 3e Lifting hydraulic jack 4 Roof frame 5 Overhead crane 7 Jib crane 11 Guide roller 12 Vertical load support pin
───────────────────────────────────────────────────── フロントページの続き (72)発明者 吉野 恭司 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 浜田 耕史 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 栗田 康平 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 ─────────────────────────────────────────────────── ─── Continuation of the front page (72) Kyoji Yoshino, 4-640 Shimo-Seido, Kiyose-shi, Tokyo Inside Obayashi Technical Research Institute, Inc. (72) Inventor, Koji Hamada 4-640, Shimo-Seido, Kiyose-shi, Tokyo In-house (72) Kohei Kurita 4-640 Shimoseido, Kiyose-shi, Tokyo Inside Obayashi Corporation Technical Research Institute
Claims (4)
予定位置内に立設され、かつ建設高さの増加に応じて順
次上方に継ぎ足される１ないし複数の仮設支柱と、該仮
設支柱の周囲に上下のガイドローラを介して昇降可能に
挿通するとともに昇降用のジャッキを配置したクライミ
ング機構と、該クライミング機構の前記上下のガイドロ
ーラ間に支持され前記建物の上面全体を覆う屋根架構と
を備えたことを特徴とする建設用仮設架構装置。1. One or a plurality of temporary struts, which are erected close to or within a planned construction position of a building, and which are successively added upward as the construction height increases, and the temporary struts of the temporary struts. A climbing mechanism which is vertically inserted through the upper and lower guide rollers and has jacks for raising and lowering, and a roof frame which is supported between the upper and lower guide rollers of the climbing mechanism and covers the entire upper surface of the building. A temporary frame structure device for construction characterized by being provided.
クレーンを配置するとともに、上面に前記仮設支柱揚重
用のクレーンを配置したことを特徴とする請求項１記載
の建設用仮設架構装置。2. The temporary construction frame apparatus for construction according to claim 1, wherein an overhead crane for material transportation is arranged on a lower surface of the roof frame, and a crane for lifting the temporary support pillars is arranged on an upper surface.
であることを特徴とする請求項１または２記載の建設用
仮設架構装置。3. The temporary construction frame device for construction according to claim 1, wherein the temporary support column is a mast of a tower crane.
に支持されることを特徴とする請求項１ないし３記載の
建設用仮設架構装置。4. The temporary construction frame device for construction according to claim 1, wherein the temporary support column is supported on the building side through a horizontal stay.
Priority Applications (4)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP7116124A JP3027924B2 (en) | 1995-05-15 | 1995-05-15 | Temporary frame equipment for construction |
| US08/765,967 US5881504A (en) | 1995-05-15 | 1995-12-28 | Temporary frame system for construction |
| EP95942313A EP0771916A4 (en) | 1995-05-15 | 1995-12-28 | Temporary frame structure for construction of building |
| PCT/JP1995/002761 WO1996036780A1 (en) | 1995-05-15 | 1995-12-28 | Temporary frame structure for construction of building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP7116124A JP3027924B2 (en) | 1995-05-15 | 1995-05-15 | Temporary frame equipment for construction |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH08312143A true JPH08312143A (en) | 1996-11-26 |
| JP3027924B2 JP3027924B2 (en) | 2000-04-04 |
Family
ID=14679302
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP7116124A Expired - Fee Related JP3027924B2 (en) | 1995-05-15 | 1995-05-15 | Temporary frame equipment for construction |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP3027924B2 (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2018091098A (en) * | 2016-12-07 | 2018-06-14 | 大成建設株式会社 | Temporary strut and construction method of roof frame structure |
| CN115010030A (en) * | 2022-06-23 | 2022-09-06 | 中国五冶集团有限公司 | High altitude lift system based on hoist engine |
-
1995
- 1995-05-15 JP JP7116124A patent/JP3027924B2/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2018091098A (en) * | 2016-12-07 | 2018-06-14 | 大成建設株式会社 | Temporary strut and construction method of roof frame structure |
| CN115010030A (en) * | 2022-06-23 | 2022-09-06 | 中国五冶集团有限公司 | High altitude lift system based on hoist engine |
Also Published As
| Publication number | Publication date |
|---|---|
| JP3027924B2 (en) | 2000-04-04 |
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