JP3796685B2 - Member position correction device for construction method of building a large roof without support - Google Patents

Member position correction device for construction method of building a large roof without support Download PDF

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Publication number
JP3796685B2
JP3796685B2 JP29369699A JP29369699A JP3796685B2 JP 3796685 B2 JP3796685 B2 JP 3796685B2 JP 29369699 A JP29369699 A JP 29369699A JP 29369699 A JP29369699 A JP 29369699A JP 3796685 B2 JP3796685 B2 JP 3796685B2
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Prior art keywords
support
moving mechanism
radial member
large roof
construction method
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JP2001115650A (en
Inventor
忠雄 三上
春夫 星野
賢一 宮崎
英俊 林田
日出夫 岡
大作 荘
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Takenaka Corp
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Takenaka Corp
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Description

【0001】
【発明の属する技術分野】
この発明は、無支保工で大型ドーム屋根などを構築する工法の実施において、新規に継ぎ足した放射方向部材の位置が目標値とずれた場合に正規の位置へ修正する修正装置の技術分野に属する。
【0002】
【従来の技術】
従来、無支保工で大屋根を構築する工法は、例えば特開平11−22011号公報に記載された「大屋根の構築方法」などが公知である。具体的には、大屋根を構築する最外周のコンプレッションリングの内側に新規に継ぎ足した放射方向部材をクレーン等で吊って設置した後に、その内側に次のコンプレッションリングを構築して順次リング状の構造体を形成するものである。
【0003】
前記の構築方法において、新規に継ぎ足した放射方向部材の位置が目標値とずれた場合に、正規の位置へ修正する手段としては、支保工法のように下方からの支持体がないため、クレーン等で吊って修正するほかなかった。
【0004】
【本発明が解決しようとする課題】
上述のように、クレーンを新規に継ぎ足した放射方向部材の位置修正にまで使用すると、クレーンの使用頻度が大幅に増え、その分コスト高になっている。また、位置修正、微調整は大変面倒で多大な労力が必要となるなど、実質的に有効な修正手段及び修正装置が存在しないのが実状である。
【0005】
従って、本発明の目的は、新規に継ぎ足した放射方向部材の位置修正にクレーン等を使用する必要がなく、新規に継ぎ足した放射方向部材の位置修正を簡単に行うことができ、大屋根形状の精度や施工効率の向上に寄与する部材位置修正装置を提供することである。
【0006】
【課題を解決するための手段】
上述の課題を解決するための手段として、請求項1に記載した発明に係る無支保工で大屋根を構築する工法のための部材位置修正装置は、無支保工で大屋根を構築する場合に、新規に継ぎ足した放射方向部材を正規の位置へ修正する修正装置であって、
既設の放射方向部材に沿って移動し且つ反力をとる移動機構と、前記移動機構の前部に立てられた支柱と、前記支柱の上端部と前記移動機構の後部とを連結した反力材と、
新規に継ぎ足した放射方向部材の前部を支持する支持具と、
前記支持具と前記支柱の上端部とを連結する片持ち梁材とからなり、
前記片持ち梁材に軸方向の伸縮装置が設置されていることを特徴とする。
【0007】
請求項2に記載した発明に係る無支保工で大屋根を構築する工法のための部材位置修正装置は、
既設の放射方向部材に沿って移動し且つ反力をとる移動機構と、前記移動機構の前部にピン接合して立てられた支柱と、前記支柱の上端部及び前記移動機構の後部とをピン接合した反力材と、
新規に継ぎ足した放射方向部材の前部を支持する支持具と、
前記支持具及び前記支柱の上端部とをピン接合した片持ち梁材とからなり、
前記反力材に軸方向の伸縮装置が設置されていることを特徴とする。
【0008】
請求項3に記載した発明に係る無支保工で大屋根を構築する工法のための部材位置修正装置は、
既設の放射方向部材に沿って移動し且つ反力をとる移動機構と、前記移動機構の前部に立てられた支柱と、
前記移動機構の後部に設置されたウインチと、
新規に継ぎ足した放射方向部材の前部を支持する支持具と、
前記支柱の上端部に設けられた滑車を経由して前記支持具と前記ウインチとを連結するワイヤーとからなることを特徴とする。
【0009】
請求項4に記載した発明に係る無支保工で大屋根を構築する工法のための部材位置修正装置は、請求項1に記載した前記片持ち梁材は、頬杖により一定角度に支持されていることを特徴とする。
【0010】
請求項5に記載した発明に係る無支保工で大屋根を構築する工法のための部材位置修正装置は、請求項1〜3のいずれか一に記載した前記移動機構は、既設の放射方向部材のフランジの上下面を挟むローラ群を備え、フランジ下面を挟むローラ群の支持板は、そのローラ群をフランジから離脱可能とするヒンジを介して取り付けられていることを特徴とする。
【0011】
【発明の実施形態及び実施例】
請求項1〜5に記載した、無支保工で大屋根を構築する工法のための部材位置修正装置は、無支保工で大型ドーム屋根などの大屋根を構築する工法の実施において、新規に継ぎ足した放射方向部材の位置が目標値とずれた場合に、正規の位置へ修正する修正装置として好適に実施される。
【0012】
図1は、請求項1に記載した発明の実施形態を示している。この部材位置修正装置は、既設の放射方向部材11Aに沿って移動し且つ反力をとる移動機構1と、前記移動機構1の前部に立てられた支柱2と、前記支柱2の上端部と前記移動機構1の後部とを連結した反力材3と、新規に継ぎ足した放射方向部材11Bのできるだけ前部を支持する支持具4、及び前記支持具4と前記支柱2の上端部とを連結した片持ち梁材5とから成り、前記片持ち梁材5の中間部に軸方向への伸縮装置6が設置されている。
【0013】
更に具体的に説明すると、前記移動機構1は、図1に示すように前側移動部1A、後側移動部1B及び移動架台1Cとで既設の放射方向部材11Aのフランジ上部を伝い動き、且つ確実に反力をとる構成とされている。前記支柱2は、前記移動架台1Cの前部の上面に垂直に立てられ、前記反力材3の後端部は前記移動架台1Cの後部に連結されている。
【0014】
前記既設の放射方向部材11A及び新規に継ぎ足した放射方向部材11Bには通例H形鋼材が使用される。
【0015】
前記既設の放射方向部材11Aと、新規に継ぎ足す放射方向部材11Bとは当初仮接合されており、前記支持具4を介して片持ち梁材5に支持された状態となっている。前記片持ち梁材5は、支柱2との間に設けた頬杖7により一定角度に堅固に支持されている(請求項4の発明)。
【0016】
新規に継ぎ足した放射方向部材11Bの支持力は、前記支持具4を支持した前記片持ち梁材5、及び頬杖7によって与えられる。その反力は、前記移動機構1と直角三角形状に組立てた支柱2及び反力材3とにより与えられ、結局、既設の放射方向部材11Aに反力がとられている。
【0017】
前記片持ち梁材5の中間部に設置した伸縮装置6の伸縮動作により、新規に継ぎ足した放射方向部材11Bを上下動させ正規の位置へ修正させる。
【0018】
前記伸縮装置6には、油圧ジャッキ又はモータ駆動のネジジャッキ等の直線駆動アクチュエータが好適に使用される。
【0019】
図2(A)〜(D)は、新規に継ぎ足した放射方向部材11Bの位置修正が終了し、移動機構1が既設の放射方向部材11Aから新規に継ぎ足した放射方向部材11Bへと前進移動して大屋根の構築を進める手順を示している。
【0020】
図2(A)は、位置修正が終了した放射方向部材11Bの先に、更に新規の放射方向部材11Cが継ぎ足されて仮接合され、その前端部にコンプレッションリング8Cが設置され、先の放射方向部材11Bから支持具4が離れた段階を示す。これより新規の放射方向部材11Cの位置修正のために、部材位置修正装置は前記放射方向部材11Bの上へと前進移動する(図2(B)、図2(C))。
【0021】
前記部材位置修正装置の移動は、手動で、又は後述するローラのモータ駆動、或いはジャッキ等による動力を用いて行われる。
【0022】
図2(D)は、部材位置修正装置が目標の放射方向部材11Bの上まで前進移動が行われ、支持具4が新規の放射方向部材11Cの前端部をつかみ、同放射方向部材11Cの位置修正を行う状態となった段階を示す。
【0023】
ところで、部材位置修正装置の上記前進移動に際しては、当然に途中位置のコンプレッションリング8Aを乗り越える必要がある。図3と図4には、前記移動機構1がコンプレッションリング8Aを乗り越えて進む構成の例を示している。
【0024】
即ち、前側移動部1A、及び後側移動部1Bは、既設の放射方向部材11Aのフランジ21の上下面を挟むローラ群10A及び10Bを備え、同フランジ21を伝う移動及び反力の確保が可能な構成とされている。しかも、フランジ21の下面を挟むローラ群10Bは、前側移動部1A及び後側移動部1B共に、前記下側のローラ群10Bをフランジ21に対して離着脱可能とするローラ支持部材1Dがヒンジ9を介して回転可能に取り付けられている(請求項5の発明)。
【0025】
図4は、図2(B)に示した移動機構1の前側移動部1Aがコンプレッションリング8Aを乗り越える場合に、その下側ローラ群10Bがローラ支持部材1Dの回転によりフランジ21の下面から離脱され、上側のローラ群10Aによってのみ移動して前記コンプレッションリング8Aと干渉を起こさない構成の実施例を示している。前側移動部1Aの下側ローラ群10Bがフランジ21の下面から離脱していても、後側移動部1Bのローラ群10Aと10Bは依然として図3のようにフランジ21の上下面を挟み持っているので、安定して既設の放射方向部材11A上を前進移動できる。
【0026】
次いて、後側移動部1Bがコンプレッションリング8Aを乗り越える場合には、先にコンプレッションリング8Aを乗り越えた前側移動部1Aは、図3のようにローラ群10Aと10Bがフランジ21の上下面を挟み持っているので、やはり安定状態で移動できる。
【0027】
図2(D)に示す状態において、上記放射方向部材11Bの先端部へ仮接合された新規の放射方向部材11Cは、上記伸縮装置6の伸縮動作により上下動させて正規の位置に修正される。
【0028】
上述した工程を順次繰り返してリング状大屋根の構築を順次効率よく高精度に進めることができる。
【0029】
なお、部材位置の修正は、必ずしも全ての新規の放射方向部材11Cに実施する必要はなく、リング状屋根全体について計画的に前記部材位置修正装置を配置して行えばよい。
【0030】
また、前記移動機構1は既設の放射方向部材上を安定して移動できる構成であれば良く、図1に示す構造形態の構成に限らない。
【0031】
上記の部材位置修正装置は、構造が簡単で実用的であり、新規に継ぎ足した放射方向部材11Cの位置修正にクレーンを使用する必要がなく、コストの軽減に寄与する。しかも、部材位置修正装置に設けられた伸縮装置6の駆動制御によって微調整できるため、新規に継ぎ足した放射方向部材11Cの位置修正を簡単且つ高精度に行え、大屋根形状の精度や施工効率の向上に寄与する。また、前記部材位置修正装置は、移動機構1により既設の放射方向部材上を安定して移動し位置修正を行うので、安全性が高く、工期の短縮にも寄与する。
【0032】
次に、図5は請求項2の発明に係る部材位置修正装置の実施形態を示している。これは、上述した図1の実施形態の部材位置修正装置と略同様の構成であるが、伸縮装置6が片持ち梁材5ではなく反力材3に設置されている。そのために、移動機構1とその前部に立てられた支柱2とはピン12により連結して立てられ、移動機構1の後部と前記支柱2の上端部を連結する反力材3の両端もピン12により連結され、更には、新規に継ぎ足した放射方向部材の前部を支持する支持具4と前記支柱2の上端部とを連結する片持ち梁材5の両端もやはりピン12により連結されている。従って、前記伸縮装置6が伸縮動作すると支柱2が放射方向の前後に傾動され、ひいては片持ち梁材5を介して支持具4が新規の放射方向部材の位置修正を行うことができる。
【0033】
図6は請求項3の発明に係る部材位置修正装置の実施形態を示している。これは既設の放射方向部材に沿って移動し且つ反力をとる移動機構1と、前記移動機構1の前部に垂直に立てられた支柱2と、同移動機構1の後部に設置されたウインチ14と、新規に継ぎ足した放射方向部材を支持する支持具4及び前記支柱2の上端部に設けられた滑車15を経由して前記支持具4と前記ウインチ14とを連結するワイヤー13とで構成されている。
【0034】
この部材位置修正装置は、前記ウインチ14により巻き取ったり繰り出されるワイヤー13により支持具4を上下動させ、新規の放射方向部材の位置修正を行うことができる
【0035】
【本発明が奏する効果】
請求項1〜5に記載した発明に係る無支保工で大屋根を構築する工法のための部材位置修正装置は、構造が簡単で実用的であり、新規に継ぎ足した放射方向部材の位置修正にクレーンを使用する必要がなく、コストの軽減に寄与する。更に、伸縮装置の駆動制御によって微調整できるため、新規に継ぎ足した放射方向部材の位置修正を簡単且つ高精度に行え、大屋根形状の精度や施工効率の向上に寄与し、労力を軽減することが可能である。また、前記部材位置修正装置は移動機構により既設の放射方向部材上を安定に移動させて使用することができ、安全性が高い。
【図面の簡単な説明】
【図1】本発明に係る無支保工で大屋根を構築する工法のための部材位置修正装置を示した正面図である。
【図2】大屋根の構築を進める概要図を示した正面図である。
【図3】請求項4に記載した発明に係る移動機構の断面図である。
【図4】コンプレッションリングを乗り越える時の移動機構の断面図である。
【図5】請求項2の発明に係る部材位置修正装置の実施形態を示した正面図である。
【図6】請求項3の発明に係る部材位置修正装置の実施形態を示した正面図である。
【符号の説明】
1 移動機構
1A 前側移動部
1B 後側移動部
1C 移動架台
1D ローラ支持部材
2 支柱
3 反力材
4 支持具
5 片持ち梁材
6 伸縮機構
7 頬杖
8 コンプレッションリング
9 ヒンジ
10A 上部ローラ群
10B 下部ローラ群
11A 既設の放射方向部材
11B 新規に継ぎ足した放射方向部材
11C 新規に継ぎ足した放射方向部材
12 ピン
13 ワイヤー
14 ウインチ
15 滑車
21 フランジ
[0001]
BACKGROUND OF THE INVENTION
The present invention belongs to the technical field of a correction device for correcting a newly added radial member to a normal position when the position of a newly added radial member deviates from a target value in the implementation of a construction method for constructing a large dome roof or the like without support. .
[0002]
[Prior art]
Conventionally, as a construction method for constructing a large roof with no support work, for example, “construction method of large roof” described in JP-A-11-22011 is known. Specifically, after installing the radial member newly added inside the outermost compression ring that constructs the large roof with a crane or the like, the next compression ring is built inside it and the ring-shaped member is sequentially formed. A structure is formed.
[0003]
In the above construction method, when the position of the newly added radial member deviates from the target value, there is no support from the bottom as in the support method, as a means for correcting to the normal position, such as a crane, etc. I had to hang it up and fix it.
[0004]
[Problems to be solved by the present invention]
As described above, if the crane is used for correcting the position of the radial member newly added, the frequency of use of the crane is greatly increased, and the cost is increased accordingly. Further, there are no effective effective correction means and correction devices, such as position correction and fine adjustment, which are very troublesome and require a lot of labor.
[0005]
Therefore, the object of the present invention is not to use a crane or the like for correcting the position of the newly added radial member, and can easily correct the position of the newly added radial member. It is providing the member position correction apparatus which contributes to the improvement of precision and construction efficiency.
[0006]
[Means for Solving the Problems]
As a means for solving the above-mentioned problem, a member position correcting device for a construction method for constructing a large roof by a non-supporting construction according to the invention described in claim 1 is used when a large roof is constructed by a non-supporting construction. A correction device for correcting a newly added radial member to a normal position,
A moving mechanism that moves along an existing radial member and takes a reaction force, a support that stands on the front of the moving mechanism, and a reaction material that connects the upper end of the support and the rear of the moving mechanism When,
A support that supports the front of the newly added radial member;
It consists of a cantilever material that connects the support and the upper end of the column,
An axial telescopic device is installed on the cantilever material.
[0007]
A member position correcting device for a construction method for constructing a large roof with a non-supporting work according to the invention described in claim 2,
A moving mechanism that moves along an existing radial member and takes a reaction force, a column that is pin-connected to the front portion of the moving mechanism, and an upper end portion of the column and a rear portion of the moving mechanism are pinned. With joined reaction force material,
A support that supports the front of the newly added radial member;
It consists of a cantilever material pin-bonded to the support and the upper end of the column,
An axial expansion / contraction device is installed on the reaction force member.
[0008]
A member position correcting device for a construction method for constructing a large roof with a non-supporting work according to the invention described in claim 3,
A moving mechanism that moves along an existing radial member and takes a reaction force, and a support column that stands on the front of the moving mechanism;
A winch installed at the rear of the moving mechanism;
A support that supports the front of the newly added radial member;
It consists of the wire which connects the said support tool and the said winch via the pulley provided in the upper end part of the said support | pillar, It is characterized by the above-mentioned.
[0009]
The member position correcting device for a construction method for constructing a large roof by a non-supporting construction according to the invention described in claim 4 is the cantilever material described in claim 1 supported at a fixed angle by a cheek cane. It is characterized by that.
[0010]
A member position correcting device for a construction method for constructing a large roof by a non-supporting construction according to the invention described in claim 5 is the moving mechanism described in any one of claims 1 to 3 is an existing radial member. A roller group sandwiching the upper and lower surfaces of the flange, and a support plate for the roller group sandwiching the lower surface of the flange is attached via a hinge that allows the roller group to be detached from the flange.
[0011]
Embodiments and Examples of the Invention
The member position correcting device for the construction method for constructing a large roof with no support construction described in claims 1 to 5 is newly added in the implementation of the construction method for constructing a large roof such as a large dome roof with no support construction. When the position of the radial member deviates from the target value, it is preferably implemented as a correction device that corrects the position to the normal position.
[0012]
FIG. 1 shows an embodiment of the invention described in claim 1. This member position correcting device includes a moving mechanism 1 that moves along the existing radial member 11A and takes a reaction force, a support column 2 that stands on the front of the moving mechanism 1, and an upper end portion of the support column 2. The reaction force member 3 connected to the rear portion of the moving mechanism 1, the support member 4 that supports the front portion of the newly added radial member 11B as much as possible, and the support member 4 and the upper end portion of the support column 2 are connected. The cantilever member 5 is provided with an axial expansion / contraction device 6 in the middle of the cantilever member 5.
[0013]
More specifically, as shown in FIG. 1, the moving mechanism 1 moves with the front moving part 1A, the rear moving part 1B, and the moving gantry 1C along the upper flange portion of the existing radial member 11A and reliably. It is configured to take reaction force. The support column 2 stands vertically on the upper surface of the front portion of the movable gantry 1C, and the rear end portion of the reaction force member 3 is connected to the rear portion of the movable gantry 1C.
[0014]
For the existing radial member 11A and the newly added radial member 11B, H-shaped steel is usually used.
[0015]
The existing radial member 11 </ b> A and the newly added radial member 11 </ b> B are initially temporarily joined, and are supported by the cantilever material 5 via the support 4. The cantilever material 5 is firmly supported at a predetermined angle by a cheek cane 7 provided between the cantilever member 2 and the support column 2 (invention of claim 4).
[0016]
The support force of the newly added radial member 11 </ b> B is given by the cantilever material 5 that supports the support 4 and the cheek cane 7. The reaction force is given by the moving mechanism 1 and the support column 2 and the reaction force member 3 assembled in a right triangle shape, and the reaction force is eventually applied to the existing radial member 11A.
[0017]
By the expansion / contraction operation of the expansion / contraction device 6 installed in the middle portion of the cantilever material 5, the newly added radial member 11B is moved up and down to be corrected to a normal position.
[0018]
For the telescopic device 6, a linear drive actuator such as a hydraulic jack or a motor-driven screw jack is preferably used.
[0019]
2A to 2D, the position correction of the newly added radial member 11B is completed, and the moving mechanism 1 moves forward from the existing radial member 11A to the newly added radial member 11B. The procedure to proceed with the construction of a large roof is shown.
[0020]
FIG. 2 (A) shows that a new radial direction member 11C is added and temporarily joined to the end of the radial direction member 11B whose position has been corrected, and a compression ring 8C is installed at the front end portion of the radial direction member 11B. The stage which the support tool 4 left | separated from the member 11B is shown. Thus, in order to correct the position of the new radial member 11C, the member position correcting device moves forward onto the radial member 11B (FIGS. 2B and 2C).
[0021]
The movement of the member position correcting device is performed manually or using power of a roller motor drive or a jack which will be described later.
[0022]
FIG. 2 (D) shows that the member position correcting device is moved forward over the target radial member 11B, the support 4 grasps the front end of the new radial member 11C, and the position of the radial member 11C is reached. The stage where the correction is ready is shown.
[0023]
By the way, when the member position correcting device moves forward, it is naturally necessary to get over the compression ring 8A at the midway position. FIG. 3 and FIG. 4 show an example of a configuration in which the moving mechanism 1 moves over the compression ring 8A.
[0024]
That is, the front side moving part 1A and the rear side moving part 1B are provided with roller groups 10A and 10B that sandwich the upper and lower surfaces of the flange 21 of the existing radial member 11A, and it is possible to ensure movement and reaction force transmitted through the flange 21. It is made into the composition. In addition, the roller group 10B that sandwiches the lower surface of the flange 21 includes a roller support member 1D that allows the lower roller group 10B to be detached from and attached to the flange 21 in both the front moving unit 1A and the rear moving unit 1B. (The invention of claim 5).
[0025]
FIG. 4 shows that when the front side moving portion 1A of the moving mechanism 1 shown in FIG. 2B gets over the compression ring 8A, the lower roller group 10B is detached from the lower surface of the flange 21 by the rotation of the roller support member 1D. An embodiment of a configuration that moves only by the upper roller group 10A and does not cause interference with the compression ring 8A is shown. Even if the lower roller group 10B of the front moving part 1A is detached from the lower surface of the flange 21, the roller groups 10A and 10B of the rear moving part 1B still hold the upper and lower surfaces of the flange 21 as shown in FIG. Therefore, it is possible to move forward on the existing radial member 11A stably.
[0026]
Next, when the rear side moving part 1B gets over the compression ring 8A, the front side moving part 1A that has already got over the compression ring 8A has the roller groups 10A and 10B sandwiching the upper and lower surfaces of the flange 21 as shown in FIG. Because it has, it can still move in a stable state.
[0027]
In the state shown in FIG. 2D, the new radial member 11C temporarily joined to the distal end portion of the radial member 11B is moved up and down by the expansion and contraction operation of the expansion and contraction device 6 to be corrected to a normal position. .
[0028]
The steps described above can be repeated sequentially to build the ring-shaped large roof sequentially and efficiently with high accuracy.
[0029]
Note that the correction of the member position is not necessarily performed for all the new radial members 11C, and the member position correction device may be arranged systematically for the entire ring-shaped roof.
[0030]
Moreover, the said moving mechanism 1 should just be the structure which can move stably on the existing radial direction member, and is not restricted to the structure of the structure form shown in FIG.
[0031]
The above-described member position correcting device has a simple structure and is practical, and does not require the use of a crane for correcting the position of the newly added radial member 11C, thereby contributing to cost reduction. Moreover, since it can be finely adjusted by the drive control of the expansion and contraction device 6 provided in the member position correcting device, the position correction of the newly added radial member 11C can be performed easily and with high accuracy, and the accuracy and construction efficiency of the large roof shape can be improved. Contributes to improvement. Moreover, since the said member position correction apparatus moves on the existing radial direction member stably by the moving mechanism 1, and performs position correction, it is highly safe and contributes also to shortening of a construction period.
[0032]
Next, FIG. 5 shows an embodiment of a member position correcting apparatus according to the invention of claim 2. This is substantially the same configuration as the member position correcting device of the embodiment of FIG. 1 described above, but the telescopic device 6 is installed not on the cantilever material 5 but on the reaction material 3. For this purpose, the moving mechanism 1 and the support 2 standing at the front thereof are connected by pins 12 and both ends of the reaction material 3 connecting the rear part of the moving mechanism 1 and the upper end of the support 2 are also pinned. 12, and further, both ends of the cantilever material 5 that connects the support 4 that supports the front part of the newly added radial member and the upper end of the column 2 are also connected by pins 12. Yes. Therefore, when the expansion / contraction device 6 expands / contracts, the column 2 is tilted back and forth in the radial direction, and the support 4 can correct the position of the new radial member via the cantilever material 5.
[0033]
FIG. 6 shows an embodiment of a member position correcting device according to the invention of claim 3. This includes a moving mechanism 1 that moves along an existing radial member and takes a reaction force, a support column 2 that stands vertically at the front of the moving mechanism 1, and a winch that is installed at the rear of the moving mechanism 1. 14 and a support 4 that supports a newly added radial member and a wire 13 that connects the support 4 and the winch 14 via a pulley 15 provided at the upper end of the support column 2. Has been.
[0034]
In this member position correcting device, the position of the new radial member can be corrected by moving the support 4 up and down by the wire 13 wound up or drawn out by the winch 14.
[Effects of the present invention]
The member position correcting device for the construction method for constructing a large roof with no support according to the inventions described in claims 1 to 5 has a simple structure and is practical, and is used for correcting the position of a newly added radial member. There is no need to use a crane, which contributes to cost reduction. Furthermore, since it can be finely adjusted by the drive control of the telescopic device, the position of the newly added radial member can be corrected easily and with high accuracy, contributing to the improvement of the accuracy and construction efficiency of the large roof shape, and reducing labor. Is possible. Further, the member position correcting device can be used by stably moving on an existing radial member by a moving mechanism, and is highly safe.
[Brief description of the drawings]
FIG. 1 is a front view showing a member position correcting device for a construction method for constructing a large roof with no support according to the present invention.
FIG. 2 is a front view showing a schematic diagram for proceeding with construction of a large roof.
FIG. 3 is a cross-sectional view of a moving mechanism according to the fourth aspect of the present invention.
FIG. 4 is a cross-sectional view of a moving mechanism when overcoming a compression ring.
5 is a front view showing an embodiment of a member position correcting apparatus according to the invention of claim 2. FIG.
6 is a front view showing an embodiment of a member position correcting apparatus according to the invention of claim 3. FIG.
[Explanation of symbols]
DESCRIPTION OF SYMBOLS 1 Moving mechanism 1A Front side moving part 1B Rear side moving part 1C Moving stand 1D Roller support member 2 Strut 3 Reaction force material 4 Support tool 5 Cantilever material 6 Telescopic mechanism 7 Cheek cane 8 Compression ring 9 Hinge 10A Upper roller group 10B Lower roller Group 11A Existing radial member 11B Newly added radial member 11C Newly added radial member 12 Pin 13 Wire 14 Winch 15 Pulley 21 Flange

Claims (5)

無支保工で大屋根を構築する場合に、新規に継ぎ足した放射方向部材を正規の位置へ修正する修正装置であって、
既設の放射方向部材に沿って移動し且つ反力をとる移動機構と、前記移動機構の前部に立てられた支柱と、前記支柱の上端部と前記移動機構の後部とを連結した反力材と、
新規に継ぎ足した放射方向部材の前部を支持する支持具と、
前記支持具と前記支柱の上端部とを連結する片持ち梁材とからなり、
前記片持ち梁材に軸方向の伸縮装置が設置されていることを特徴とする、無支保工で大屋根を構築する工法のための部材位置修正装置。
When building a large roof with no support work, it is a correction device that corrects the newly added radial member to the normal position,
A moving mechanism that moves along an existing radial member and takes a reaction force, a support that stands on the front of the moving mechanism, and a reaction material that connects the upper end of the support and the rear of the moving mechanism When,
A support that supports the front of the newly added radial member;
It consists of a cantilever material that connects the support and the upper end of the column,
A member position correcting device for a construction method for constructing a large roof without support, characterized in that an axial expansion and contraction device is installed on the cantilever material.
既設の放射方向部材に沿って移動し且つ反力をとる移動機構と、前記移動機構の前部にピン接合して立てられた支柱と、前記支柱の上端部及び前記移動機構の後部とをピン接合した反力材と、
新規に継ぎ足した放射方向部材の前部を支持する支持具と、
前記支持具と前記支柱の上端部とピン接合した片持ち梁材とからなり、
前記反力材に軸方向の伸縮装置が設置されていることを特徴とする、無支保工で大屋根を構築する工法のための部材位置修正装置。
A moving mechanism that moves along an existing radial member and takes a reaction force, a column that is pin-connected to the front portion of the moving mechanism, and an upper end portion of the column and a rear portion of the moving mechanism are pinned. With joined reaction force material,
A support that supports the front of the newly added radial member;
It consists of a cantilever material pin-joined with the support and the upper end of the column,
A member position correcting device for a construction method for constructing a large roof with no support, wherein an axial expansion / contraction device is installed on the reaction material.
既設の放射方向部材に沿って移動し且つ反力をとる移動機構と、前記移動機構の前部に立てられた支柱と、
前記移動機構の後部に設置されたウインチと、
新規に継ぎ足した放射方向部材の前部を支持する支持具と、
前記支柱の上端部に設けられた滑車を経由して前記支持具と前記ウインチとを連結するワイヤーとからなることを特徴とする、無支保工で大屋根を構築する工法のための部材位置修正装置。
A moving mechanism that moves along an existing radial member and takes a reaction force, and a support column that stands on the front of the moving mechanism;
A winch installed at the rear of the moving mechanism;
A support that supports the front of the newly added radial member;
Member position correction for a construction method for constructing a large roof without support, characterized by comprising a wire connecting the support and the winch via a pulley provided at the upper end of the support column apparatus.
前記片持ち梁材は、頬杖により一定角度に支持されていることを特徴とする、請求項1に記載した無支保工で大屋根を構築する工法のための部材位置修正装置。The member position correcting device for a construction method for constructing a large roof by a non-supporting construction according to claim 1, wherein the cantilever material is supported at a fixed angle by a cheek cane. 前記移動機構は、既設の放射方向部材のフランジの上下面を挟むローラ群を備え、フランジ下面を挟むローラ群の支持板は、そのローラ群をフランジから離脱可能にするヒンジを介して取り付けられていることを特徴とする、請求項1〜3のいずれか一に記載した無支保工で大屋根を構築する工法のための部材位置修正装置。The moving mechanism includes a group of rollers that sandwich the upper and lower surfaces of a flange of an existing radial member, and a support plate of the group of rollers that sandwich the lower surface of the flange is attached via a hinge that enables the roller group to be detached from the flange. The member position correcting device for a construction method for constructing a large roof by a non-supporting construction according to any one of claims 1 to 3.
JP29369699A 1999-10-15 1999-10-15 Member position correction device for construction method of building a large roof without support Expired - Fee Related JP3796685B2 (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102787727A (en) * 2012-08-02 2012-11-21 中国二十二冶集团有限公司 Clamp and method using clamp to mount large converter engineering articulated leaning column

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102787727A (en) * 2012-08-02 2012-11-21 中国二十二冶集团有限公司 Clamp and method using clamp to mount large converter engineering articulated leaning column

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