JPH10205136A - Construction method of large span building - Google Patents
Construction method of large span buildingInfo
- Publication number
- JPH10205136A JPH10205136A JP9010846A JP1084697A JPH10205136A JP H10205136 A JPH10205136 A JP H10205136A JP 9010846 A JP9010846 A JP 9010846A JP 1084697 A JP1084697 A JP 1084697A JP H10205136 A JPH10205136 A JP H10205136A
- Authority
- JP
- Japan
- Prior art keywords
- roof
- outer peripheral
- building
- frame
- construction
- 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.)
- Pending
Links
- 238000010276 construction Methods 0.000 title claims abstract description 86
- 230000002093 peripheral effect Effects 0.000 claims description 119
- 238000000034 method Methods 0.000 claims description 44
- 229910000831 Steel Inorganic materials 0.000 claims description 40
- 239000010959 steel Substances 0.000 claims description 40
- 238000009435 building construction Methods 0.000 claims description 11
- 230000001737 promoting effect Effects 0.000 claims description 3
- 238000009432 framing Methods 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 238000007796 conventional method Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000001125 extrusion Methods 0.000 description 1
- 238000002360 preparation method Methods 0.000 description 1
Landscapes
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
Description
【0001】[0001]
【発明の属する技術分野】この発明は、主にドーム構造
物に代表される大スパン屋根を同屋根の平面内に包含さ
れる固定の作業ヤードにて順次に建造すると共に出来上
がった屋根の長さ分ずつトラベリング工法で前進させて
建物の建築を一連に進める建築構法に係り、特には平面
の外周縁が円形又は非円形の円弧形状をなす建物の中心
側部分は地上レベル又は本来の屋根位置で構築し、外周
部分は固定された屋根鉄骨建方ヤード及び屋根、天井仕
上げヤードで屋根と略同じ高さに建造し順次にトラベリ
ングして一連の建築を進める複合的な建築構法の技術分
野に属する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to the construction of a large span roof typified by a dome structure in a fixed work yard included in the plane of the roof, and the length of the completed roof. Pertains to the building construction method in which the building is progressively advanced by the traveling method every minute, and the center of the building where the outer peripheral edge of the plane forms a circular or non-circular arc is at the ground level or the original roof position. The building is constructed with a fixed roof steel frame construction yard and roof and ceiling finishing yard at the same height as the roof, and travels sequentially to carry out a series of constructions. .
【0002】[0002]
【従来の技術】従来、大スパン建物の建築構法に関して
は、例えば特公昭63−56375号公報、特公平5−
27733号公報等に鉄骨ドームの構築工法に係る発明
として開示されている。上記特公昭63−56375号
公報に記載された発明は、平面が円形をなすドームを、
その円の中心を共通点とする多数の扇形の集合体と考
え、一つの扇形の下に支保工を兼ねた足場を作り、この
足場で前記一つの扇形に相当する大きさ、形状のドーム
鉄骨ユニットを一ブロックとして組み立て、且つ仕上げ
も行い、前記ドーム鉄骨ユニットの内端はドーム中央の
支柱に取り付けたリングと連結し、外端はトラベリング
用のレールで支持させ、一ブロックのドーム鉄骨ユニッ
トを完成する度にそのトラベリングを行い、空いた足場
で次順のドーム鉄骨ユニットの組み立てを行う工程の繰
り返しにより大スパンのドーム鉄骨を建築する内容であ
る。2. Description of the Related Art Conventionally, regarding the construction method of a large span building, for example, Japanese Patent Publication No. 63-56375,
No. 27733 discloses an invention relating to a construction method of a steel dome. The invention described in JP-B-63-56375 discloses a dome having a circular plane.
Think of it as a collection of many sectors with the center of the circle as a common point, make a scaffold that also serves as a support under one sector, and use this scaffold to have a dome steel frame of the size and shape equivalent to the one sector Assembling and finishing the unit as one block, and also performing the finishing, the inner end of the dome steel unit is connected to a ring attached to the support of the center of the dome, and the outer end is supported by a traveling rail, and the dome steel unit of one block is assembled. Each time it is completed, it travels and builds a large span dome steel frame by repeating the process of assembling the next dome steel frame unit on an empty scaffold.
【0003】また、上記特公平5−27733号公報に
記載された発明は、前記発明と施工原理を略同じくする
内容であるが、ドーム鉄骨ユニットの外端を支持させる
仮設支柱をドームの外周部位に別途設け、もって外周躯
体工事が完成する前でもドーム鉄骨ユニットの施工を可
能にし、もって大幅な短工期の施工を可能とした内容で
ある。The invention described in Japanese Patent Publication No. 5-27733 has substantially the same construction principle as that of the invention described above, except that a temporary support column for supporting the outer end of the dome steel frame unit is provided at the outer periphery of the dome. The dome steel frame unit can be installed even before the outer framing work is completed, thus enabling the work to be completed in a significantly short construction period.
【0004】[0004]
【本発明が解決しようとする課題】上記した従来技術に
よれば、比較的単純であるが、それだけに建築可能な対
象は平面が円形のドーム構造物にのみ限られ、汎用性に
欠ける欠点がある。即ち、大スパン建物の平面形状は、
円形の限りではなく、楕円形、長円形その他一部又は全
部に円弧を含むものが建築デザインの多様性として種々
生まれる。また、平面形状があまりにも大きい場合にも
施工の限界が生ずる。According to the above-mentioned prior art, although it is relatively simple, the object that can be constructed is limited only to a dome structure having a circular plane, and has a disadvantage that it lacks versatility. . That is, the plan shape of a large span building is
Not only a circle but also an ellipse, an oval, and a part or a whole including an arc are born as a variety of architectural designs. Also, when the plane shape is too large, there is a limit in the construction.
【0005】従って、本発明の第1の目的は、そうした
建築デザインの多様性に自在に対応して施工可能であ
り、また、平面形状の大きさに原因する施工限界を克服
して施工可能な大スパン建物の建築構法を提供すること
である。本発明の次の目的は、大スパン建物が特殊な高
さ制限を受ける場所に建設される場合に、その高さ制限
を克服して施工可能な融通性のある建築構法を提供する
ことである。[0005] Therefore, the first object of the present invention is to be able to carry out construction in accordance with the variety of such architectural designs, and to overcome construction limitations caused by the size of the planar shape. The purpose is to provide a construction method of a large span building. A second object of the present invention is to provide a flexible construction method capable of constructing a large span building by overcoming the height limitation when the building is constructed in a place subject to a special height limitation. .
【0006】[0006]
【課題を解決するための手段】上記の課題を解決する手
段として、請求項1記載の発明は、大スパン建物の屋根
を、同屋根の平面内に包含される固定の作業ヤードにお
いて屋根と略同じ高さで建造し、出来上がった屋根の長
さ分ずつトラベリング工法で前進させて建築を一連に進
める建築構法において、建物の屋根架構は、平面的に見
て円弧形状の外周縁を含む外周部位をその内周縁が前記
外周縁と同心円を形成する扇形状に区分した一又は複数
の外周部分と、前記外周部分から除外された一又は複数
の中心側部分とに仕分けること、建物の基礎及び外周躯
体部分の構築を進めると共にトラベリング設備の用意を
すること、屋根架構の前記中心側部分は、その平面直下
に作業ステージを設け、その上で中心側部分の建造を仕
上げまで完成し屋根の位置に設置すること、屋根架構の
前記外周部分については、外周躯体部分の構築が完成し
た段階で、同外周部分の平面内に屋根鉄骨建方ヤードを
設け、且つ前記屋根鉄骨建方ヤードのトラベリング進行
側に隣接する部位に屋根、天井仕上げヤードを設け、屋
根鉄骨建方ヤードで屋根架構の鉄骨組み立てを行い、つ
づく屋根、天井仕上げヤードで屋根、天井の仕上げを行
う方式で一連に建造された屋根部分を、その外周縁及び
内周縁に沿う円弧方向に、建造された長さ分ずつ順次に
トラベリングを行い当該外周部分の屋根の構築を進める
こと、上記の屋根架構を建造する工程と並行して地上部
分で下部躯体の構築工程を進めることをそれぞれ特徴と
する。As a means for solving the above-mentioned problems, the invention according to the first aspect of the present invention is to provide a roof of a large span building with a roof in a fixed work yard included in a plane of the roof. In the building construction method of building at the same height and moving forward by the traveling method by the length of the completed roof by a traveling method, the roof frame of the building is an outer peripheral part that includes an arc-shaped outer peripheral edge when viewed two-dimensionally One or a plurality of outer peripheral portions whose inner peripheral edge is divided into a fan shape forming a concentric circle with the outer peripheral edge, and one or more central side portions excluded from the outer peripheral portion; Proceed with construction of the framing part and prepare the traveling equipment.The center part of the roof frame is provided with a work stage just below the plane, and the building of the center part is completed until the construction is completed. At the position of the outer frame of the roof frame, at the stage when the construction of the outer frame is completed, a roof steel frame yard is provided in the plane of the outer frame, and the roof steel frame yard is provided. A roof and ceiling finishing yard is provided adjacent to the traveling side, and a steel frame is assembled on the roof steel building yard, followed by a roof and ceiling finishing yard. The roof part is moved sequentially in the direction of the arc along the outer peripheral edge and the inner peripheral edge by the length of the building, and the construction of the roof of the outer peripheral part is advanced, in parallel with the step of constructing the roof frame. Then, the construction process of the lower skeleton is advanced on the ground part.
【0007】請求項2記載の発明は、大スパン建物の屋
根を、同屋根の平面内に包含される固定の作業ヤードに
おいて屋根と略同じ高さで建造し、出来上がった屋根の
長さ分ずつトラベリング工法で前進させて建築を一連に
進める建築構法に係り、建物の屋根架構は、平面的に見
て円弧形状の外周縁を含む外周部位をその内周縁が前記
外周縁と同心円を形成する扇形状に区分した一又は複数
の外周部分と、前記外周部分から除外された一又は複数
の中心側部分とに仕分けること、建物の基礎及び外周躯
体部分の構築を進めると共にトラベリング設備の用意を
すること、屋根架構の前記中心側部分は、その直下の地
上付近で同部分の建造を仕上げまで完成し、しかる後に
垂直な押し上げ又は引き上げ運搬によって当該中心側部
分を屋根の位置に設置すること、屋根架構の前記外周部
分については、外周躯体部分の構築が完成した段階で、
同外周部分の平面内に屋根鉄骨建方ヤードを設け、且つ
前記屋根鉄骨建方ヤードのトラベリング進行側に隣接す
る部位に屋根、天井仕上げヤードを設け、屋根鉄骨建方
ヤードで屋根架構の鉄骨組み立てを行い、つづく屋根、
天井仕上げヤードで屋根、天井の仕上げを行う方式で一
連に建造された屋根部分を、その外周縁及び内周縁に沿
う円弧方向に、建造された長さ分ずつ順次にトラベリン
グを行い当該外周部分の屋根の構築を進めること、上記
の屋根架構を建造する工程と並行して地上部分で下部躯
体の構築工程を進めることをそれぞれ特徴とする。According to a second aspect of the present invention, a roof of a large span building is constructed at substantially the same height as the roof in a fixed work yard included in a plane of the roof, and each of the roofs has a length equal to the length of the completed roof. According to the building construction method in which a building is advanced by a traveling method and a building is continuously advanced, a roof frame of a building includes a fan whose inner peripheral edge forms a concentric circle with the outer peripheral edge, including an outer peripheral portion including an outer peripheral edge having an arc shape in plan view. Sorting into one or more outer peripheral parts divided into shapes and one or more central side parts excluded from the outer peripheral parts, promoting construction of a building foundation and an outer peripheral frame part and preparing traveling facilities. The center part of the roof frame is completed near the ground immediately below it until the construction of that part is completed, and then the center part is moved to the roof position by vertical lifting or lifting and transporting That location, for the outer peripheral portion of the roof Frame, at the stage where the construction of the outer peripheral skeleton portion has been completed,
A roof steel frame yard is provided in the plane of the outer peripheral portion, and a roof and a ceiling finishing yard are provided in a portion adjacent to the traveling progress side of the roof steel frame yard, and a roof frame steel yard is assembled with the roof steel frame yard. Do, followed by the roof,
Roof at the ceiling finishing yard, roof part constructed in series by the method of finishing the ceiling, in the direction of the arc along the outer peripheral edge and the inner peripheral edge, traveling sequentially by the length of the building, the outer peripheral portion of the said It is characterized by proceeding with the construction of the roof and proceeding with the construction process of the lower frame on the ground portion in parallel with the process of constructing the roof frame.
【0008】請求項3記載の発明は、前記請求項1又は
2に記載した屋根架構の平面が、外周部分の外周縁と内
周縁、及び中心側部分の外周縁がそれぞれ同心の円形で
あることを特徴とする。請求項4記載の発明は、前記請
求項1又は2又は3に記載した屋根架構の外周部分のト
ラベリングが、その内周縁を、固定された中心側部分の
外周縁に沿って滑動させつつ行われることを特徴とす
る。According to a third aspect of the present invention, the flat surface of the roof frame according to the first or second aspect is a circular shape in which the outer peripheral edge and the inner peripheral edge of the outer peripheral portion and the outer peripheral edge of the central portion are respectively concentric. It is characterized by. According to a fourth aspect of the present invention, the traveling of the outer peripheral portion of the roof frame according to the first, second or third aspect is performed while sliding the inner peripheral edge thereof along the outer peripheral edge of the fixed central portion. It is characterized by the following.
【0009】請求項5記載の発明は、前記請求項3に記
載した屋根架構の外周部分のトラベリングが、回転可能
に支持された中心側部分の外周縁に外周部分の内周縁を
接合し、外周部分と中心側部分とを同期して一体的に回
転させて行われることを特徴とする。According to a fifth aspect of the present invention, the traveling of the outer peripheral portion of the roof frame according to the third aspect is such that the inner peripheral edge of the outer peripheral portion is joined to the outer peripheral edge of the rotatably supported central portion. It is characterized in that it is performed by rotating the part and the central part in synchronization and integrally.
【0010】[0010]
【発明の実施の形態及び実施例】請求項1及び2記載の
発明に係る大スパン建物の建築構法は、大スパン屋根の
うち外周縁が円弧状をなす外周部分を、同屋根の平面内
に包含される固定の作業ヤードにおいて屋根と略同じ高
さで建造し、出来上がった屋根の長さ分ずつトラベリン
グ工法で前進させて建物の建築を一連に進め、残る中心
側部分はその平面直下に設けた作業ステージの上で在来
構法と同様に本来の屋根高さの位置で建造する(請求項
1の発明)か、又は直下の地上レベルで建造し、垂直運
搬法で屋根の位置へ設置する複合的建築構法として好適
に実施される。つまり、屋根架構の建造を、外周部分と
中心側部分との複数に分割して各々の建造工程を進める
から、建物平面形状の大きさの如何は施工上にさして問
題にならず、工程の重複によって工期の大幅な短縮を期
待できる訳である。また、屋根の平面において、作業ヤ
ード以外は足場、支保工等の無い自由空間となり、その
範囲の地上部分では建物下部躯体の建造を並行して進め
られる。また、前記外周部分の作業ヤードには鉄骨建方
等の必要のため背の高いタワークレーン等が建てられる
が、一方、通例建物の最高部位となる中心側部分の作業
ヤードには格別背の高いクレーン類は施工上無用であ
る。よって高さ制限を受ける場所での建築であっても、
その制限の克服が容易で施工上に高さ制限の影響は格別
受けないで済む。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS The construction method of a large span building according to the first and second aspects of the present invention is a method of constructing a large span roof having an outer peripheral portion having an arcuate outer peripheral surface within a plane of the roof. Constructed at approximately the same height as the roof in the included fixed work yard, advance by the traveling method by the length of the completed roof, and proceed with the building construction in a series, leaving the remaining center side part directly below the plane In the same way as the conventional construction method, it is built on the work stage at the original roof height (invention of claim 1), or it is built at the ground level immediately below and installed at the roof position by the vertical transportation method It is suitably implemented as a complex building construction method. In other words, the construction of the roof frame is divided into a plurality of parts, an outer peripheral part and a central part, and each of the construction steps is proceeded. This can greatly reduce the construction period. In addition, on the flat surface of the roof, there is no free space other than a work yard and no scaffolding, support, etc., and the construction of the lower frame of the building can be performed in parallel on the ground portion in that range. In addition, a tall tower crane or the like is erected in the work yard on the outer peripheral part because of the necessity of steel frame construction, etc. On the other hand, the work yard in the central part which is usually the highest part of the building is particularly tall. The cranes are useless for construction. Therefore, even when building in a place subject to height restrictions,
It is easy to overcome the limitation and the construction is not particularly affected by the height limitation.
【0011】更に詳しく、図面に示した実施例を説明す
る。図1には請求項2記載の本発明に係る大スパン建物
の建築構法の主要な工程図を示した。そして、図2と図
3は大スパン建物の一例として、平面的に見ると大きな
円弧Aと小さな円弧Bがそれぞれ円の一部(円弧)であ
り、前記二つの円弧AとBを繋ぎ合わせて近似楕円形状
の如く2軸方向に対称性のある平面形状の実施例を示し
ている。The embodiment shown in the drawings will be described in more detail. FIG. 1 shows a main process chart of the construction method of a large span building according to the present invention. FIGS. 2 and 3 show an example of a large span building. In plan view, a large arc A and a small arc B are each a part of a circle (arc), and the two arcs A and B are joined together. An example of a planar shape having symmetry in two axial directions such as an approximate elliptical shape is shown.
【0012】本発明に係る建築構法の施工計画(平面計
画)として、前記建物の屋根架構は、図2のように平面
的に見て、円弧形状の外周縁a,bを含む外周部位を,
各々の内周縁a′とb′が前記外周縁と同心円を形成す
る扇形状に区分した複数の外周部分、及び、
と、前記外周部分から除外された残りの複数の中心側部
分ととに仕分ける。ちなみに、図2の左右2箇所に
発生する中心側部分、は小円弧B(外周縁b,内周
縁b′)たる円の中心Pを含む扇形に特定された部分で
ある。もう一つの中心側部分は最終的に残された部分
と言うことになる。As a construction plan (plan) of the building construction method according to the present invention, the roof frame of the building is formed by removing an outer peripheral portion including arc-shaped outer peripheral edges a and b as viewed in plan as shown in FIG.
A plurality of outer peripheral portions, each inner peripheral edge a 'and b' being divided into a fan shape forming a concentric circle with the outer peripheral edge, and
And a plurality of remaining center-side portions excluded from the outer peripheral portion. Incidentally, the center-side portions generated at two positions on the left and right in FIG. 2 are portions specified in a fan shape including the center P of a circle that is a small arc B (outer peripheral edge b, inner peripheral edge b ′). The other central part is the part that is finally left.
【0013】上記手法で平面計画を行う限り、大スパン
建物の平面形状がいかようであろうとも、大きくは円弧
の部分と直線の部分とに大別し、また、円弧の部分に関
しては更に半径の大小に分けて区分することにより、容
易に施工可能になる。極端な実施例としては、例えば特
に中心を持たない楕円、或いは2次、3次の曲線の外周
縁を含む平面形状であっても、それぞれの内周縁を外周
縁に従って所謂平行に仕分けることにより、必ず施工可
能となるのである。As long as the floor plan is performed by the above method, no matter what the plan shape of a large span building is, it is roughly divided into an arc portion and a straight line portion, and the radius of the arc portion is further increased. The construction can be easily performed by dividing into large and small. As an extreme example, for example, even in the case of an ellipse having no center in particular, or a planar shape including the outer periphery of a second-order or third-order curve, by sorting each inner periphery in a so-called parallel manner according to the outer periphery, It can be done without fail.
【0014】平面計画のもう一つの観点は、建物の平面
形状が超大きい場合(超大スパン建物)である場合に
は、外周部分と中心側部分の仕分けを施工可能な大きさ
(半径方向の長さ)を限度として計画し設計、施工する
ことにより、大きさに起因する施工限界を解決すること
ができる。上記のようにして施工計画が決定すると、ま
ず同建物の基礎及び外周躯体部分16の構築を進めると
共にトラベリング設備の用意をする。ここに言うトラベ
リング設備の用意とは、前記外周部分〜の外周縁
a,b及び内周縁a′、b′をそれぞれ移動させる軌道
及び該軌道に沿って牽引し又は押す手段を設けることで
ある。その具体的構造は既にトラベリング工法として種
々周知であり、また、従来技術の項に述べた各特許公報
等にも記載されて公知であるので、図示は省略する。も
っとも、外周部分〜の外周縁a,bの軌道及び該軌
道に沿う牽引又は押し出しの手段は、通例外周躯体部分
16の屋根架構との節点部分に設けられる。このため屋
根架構の建造工程よりも外周躯体部分16の建造工程が
通例先行することになる。その場合でも、必ずしも外周
躯体部分6の建造が全て完成した後に屋根架構の建造工
程を開始する条件に制限されない。例えば屋根架構の建
造作業ヤードの部分から開始してトラベリングの前進方
向へ外周躯体部分16の建造を進め、この外周躯体部分
16の建造の進捗に追従する形で、直後から屋根架構の
建造を並行して進めることもできる。また、上記特公平
5−27733号公報に記載された発明のように、外周
躯体部分16の外側へ仮設支柱を建て、この仮設支柱に
トラベリングの軌道及び牽引手段等を用意すれば、外周
躯体部分16の建造工程とは独立して屋根架構の建造工
程を進めることも出来る。Another viewpoint of the floor plan is that when the building has a very large planar shape (extremely large span building), the size (radial length) in which the outer peripheral portion and the central portion can be sorted is constructed. By designing, designing, and constructing with the limit of (a), the construction limit caused by the size can be solved. When the construction plan is determined as described above, the construction of the foundation and the outer frame 16 of the building is first advanced, and travel facilities are prepared. The preparation of the traveling equipment referred to here is to provide a track for moving the outer peripheral edges a and b and the inner peripheral edges a 'and b' of the outer peripheral portion and means for pulling or pushing along the orbit. The specific structure is already well known as a traveling method, and is described in the patent publications and the like described in the section of the prior art, so that the illustration is omitted. However, the track of the outer peripheral edges a and b of the outer peripheral portion and the means of pulling or pushing along the track are usually provided at the joint portion of the outer peripheral frame portion 16 with the roof frame. For this reason, the construction process of the outer skeleton portion 16 usually precedes the construction process of the roof frame. Even in this case, the conditions for starting the construction process of the roof frame after the construction of the outer frame 6 has been completed are not necessarily limited. For example, starting from the construction work yard of the roof frame, the construction of the outer frame 16 is progressed in the traveling forward direction, and the construction of the roof frame is performed immediately after the construction of the outer frame 16 in accordance with the progress of the construction of the outer frame 16. You can also proceed. Further, as in the invention described in the above-mentioned Japanese Patent Publication No. 5-27733, if a temporary support is built outside the outer frame 16 and a traveling track and traction means are provided on the temporary support, the outer frame can be provided. The construction process of the roof frame can be advanced independently of the construction process of No. 16.
【0015】一方、外周部分〜の内周縁a′,b′
のトラベリングを行う軌道及び該軌道に沿う牽引又は押
し出しの手段は、通例中心側部分、の外周縁に沿っ
て移動するように設けられる。このため一般論として中
心側部分、の建造工程が外周部分〜の建造工程
よりも先行することになる。但し、このような場合で
も、仮設支柱を建てて中心側部分、の内周縁に沿う
トラベリング用軌道及び牽引手段を仮設することによ
り、中心側部分、の建造工程を外周部分〜の建
造工程とは縁切りして独自に進める構法を実施すること
もできる。On the other hand, the inner peripheral edges a ', b'
The trajectory and the means of traction or extrusion along the trajectory are typically provided to move along the outer periphery of the central portion. For this reason, as a general theory, the construction process of the central portion precedes the construction process of the outer peripheral portion. However, even in such a case, the construction process of the center side portion is defined as the construction process of the outer peripheral portion ~ by temporarily constructing a temporary support and providing a traveling track and traction means along the inner peripheral edge of the central portion. It is also possible to implement a construction method that cuts off and advances independently.
【0016】請求項2記載の発明の場合、屋根架構のう
ち前記中心側部分、の建造は、図3で判りやすいよ
うに、当該中心側部分又はそれぞれの直下の地上付
近(図3に点線′で示したような位置)にベント構台
を仮設し、比較的小型の重機を駆使して鉄骨建方を行う
と共に、屋根、天井部分の仕上げまで完成する。そし
て、中心側部分又はが完成した後には、垂直な押し
上げ又は引き上げ設備7を同中心側部分又はの本来
の高さ位置を限度に仮設して垂直運搬を行い、本来の屋
根位置へ当該中心側部分を設置する。従って、通例当該
大スパン建物において最高部位となる同中心側部分又
はの上方に、高さ制限の要因として例えば図3のよう
にマイクロウエーブの通路13が存在しても、そのこと
が施工上の支障には決してならないのである。もっと
も、高さ制限等の問題が無いときは、請求項1記載の発
明のように、当初から中心側部分、の平面直下に在
来工法と同様に作業ステージを構築し、その上で屋根本
来の高さ位置に中心側部分、の建造を進める構法を
実施することもできる。なお、前述した外周部分の内周
縁に関するトラベリング用の軌道及び牽引手段等も、必
要に応じて中心側部分を地上レベルで建造する作業
の中で予め用意する。In the case of the second aspect of the present invention, the construction of the center side portion of the roof frame is such that it can be easily understood in FIG. (The position as shown in (2)), a vent gantry is tentatively installed, a relatively small heavy machine is used to construct the steel frame, and the roof and ceiling are completed. Then, after the center portion or the center is completed, the vertical lifting or lifting equipment 7 is temporarily provided to the original height position of the center portion or the limit to carry the vertical conveyance, and the center side is moved to the original roof position. Install the part. Therefore, even if there is a microwave passage 13 as shown in FIG. 3 as a factor of the height restriction, for example, as shown in FIG. It will never be a hindrance. However, when there is no problem such as height limitation, the work stage is constructed just below the plane of the center side from the beginning as in the conventional method, and the roof It is also possible to carry out a construction method in which the construction of the center side portion is advanced to the height position. In addition, the track and the traction means for traveling with respect to the inner peripheral edge of the outer peripheral portion described above are also prepared in advance during the work of building the central portion at the ground level as necessary.
【0017】屋根架構のうち前記外周部分〜につい
て、図2の場合は各外周部分の平面内に、次の要領で屋
根鉄骨建方ヤード8と屋根、天井仕上げヤード9を設け
ている。即ち、図中上辺の外周部分にはその右端位置
に、下辺の外周部分には扇形の中央位置に、左辺の外
周部分には上辺側端部の位置、右辺の外周部分には
上辺側端部の位置に前記外周部分の屋根鉄骨建方ヤー
ド8と隣接してクレーンを共通に使用出来るように設け
ている。そして、屋根、天井仕上げヤード9は、前記の
各屋根鉄骨建方ヤード8のトラベリング進行側に隣接す
る部位にそれぞれ設けている。In the case of FIG. 2, a roof steel construction yard 8 and a roof and ceiling finishing yard 9 are provided in the plane of each of the outer peripheral portions of the roof frame in the case of FIG. That is, the outer peripheral portion of the upper side in the figure is at the right end position, the outer peripheral portion of the lower side is at the center position of the fan, the outer peripheral portion of the left side is the upper side end position, and the outer peripheral portion of the right side is the upper side end portion. Is provided adjacent to the roof steel yard 8 on the outer peripheral portion so that a crane can be commonly used. The roof and ceiling finishing yards 9 are provided at portions adjacent to the traveling progress side of the roof steel building yards 8, respectively.
【0018】屋根鉄骨建方ヤード8には、図3に示した
ように、鉄骨建方用のクレーン10を内外方向の全長に
わたり作業範囲をカバーできるだけの台数を設置する。
勿論、各クレーン10は作業の必要上屋根架構の高さ位
置よりもかなり背の高いものとされている。また、屋根
鉄骨建方ヤード8には図3のように仮設支柱11(ベン
ト構台)を建て、その上に鉄骨建方用ステージ12を用
意し、同ステージ12の上で屋根架構の鉄骨組み立てを
行う。つづく屋根、天井仕上げヤード9にも同様に、仮
設支柱で屋根、天井仕上げステージを設ける。そして、
前部の屋根鉄骨建方ヤード8で組み立てられた屋根鉄骨
に、引きつづき屋根(屋根材の取付け等)及び天井(天
井材の取付け等)の仕上げ作業を行う。こうして各作業
ヤードで完成された屋根部分は、建造された長さ分ず
つ、その外周縁及び内周縁に沿う円弧方向に順次トラベ
リングを行い、当該外周部分の建造を一連の作業として
進める。トラベリングの実行に際しては、外周縁aとb
及び内周縁a′とb′が移動する速度及び移動量を図5
に示したシステムで制御しつつ円弧に沿ってスムーズに
回転移動させる。As shown in FIG. 3, the number of cranes 10 for steel frame construction is set in the roof steel frame yard 8 so as to cover the working range over the entire length in the inward and outward directions.
Of course, each crane 10 is considerably taller than the height position of the roof frame due to the necessity of work. A temporary support 11 (bent gantry) is erected on the roof steel frame yard 8 as shown in FIG. 3, and a steel frame erection stage 12 is prepared thereon, and the steel frame of the roof frame is assembled on the stage 12. Do. Similarly, a roof and ceiling finishing stage is provided on the temporary roofing and ceiling finishing yard 9 using temporary columns. And
On the roof steel frame assembled in the front roof steel building yard 8, the finishing work of the roof (mounting of roofing material, etc.) and the ceiling (mounting of ceiling material, etc.) is continued. The roof portion completed in each work yard is sequentially traveled in the direction of the arc along the outer peripheral edge and the inner peripheral edge by the constructed length, and the construction of the outer peripheral portion proceeds as a series of operations. In performing the traveling, the outer edges a and b
FIG. 5 shows the speed and amount of movement of the inner peripheral edges a ′ and b ′.
Smoothly rotating along an arc while controlling with the system shown in (1).
【0019】ちなみに、図3の場合、図中上辺の外周部
分の建造はその右端位置の屋根、天井仕上げヤード8
から開始して矢印E方向に進められる。下辺の外周部分
の建造は扇形の中央に位置する屋根鉄骨建方ヤード8
から開始してその左右への矢印F方向に進められる。左
辺の外周部分の建造は上辺側端部に位置する屋根鉄骨
建方ヤード8から開始して矢印G方向へ進められる。右
辺の外周部分の建造はその上辺側端部に位置する屋根
鉄骨建方ヤード8から開始して矢印H方向へ進められ
る。要するに、図3の例では合計3箇所(実質は4箇
所)の位置で複合的に外周部分〜の建造が並行して
複合的に進められる。従って、その分だけ工期の短縮と
作業の平準化を図れるのである。By the way, in the case of FIG. 3, the outer peripheral portion of the upper side in the figure is constructed with the roof and ceiling finishing yard 8 at the right end position.
Starting in the direction of arrow E. The lower part of the outer periphery is built on the roof steel yard 8 located in the center of the fan.
From the left and right in the direction of arrow F. The construction of the outer peripheral portion on the left side is started from the roof steel frame yard 8 located at the upper side end, and is advanced in the direction of arrow G. The construction of the outer peripheral portion on the right side starts from the roof steel frame construction yard 8 located at the upper side end and proceeds in the direction of arrow H. In short, in the example of FIG. 3, the construction of the outer peripheral portion is complexly advanced in parallel at a total of three locations (substantially four locations). Therefore, the construction period can be shortened and the work can be leveled.
【0020】その上、前記屋根架構の建造工程と並行し
て、同屋根の平面内の地上部分では下部躯体の構築工程
を進めることが出来る。次に、図4に示した実施例は、
大スパン建物の平面が、外周部分、の外周縁と内周
縁、及び中心側部分の外周縁がそれぞれ同心の円形で
ある場合を示している。この場合は外周部分と内側部分
の仕分けが比較的明快に容易にできる。図4の場合、屋
根鉄骨建方ヤード8と屋根、天井仕上げヤード9の一対
は、円内の約180°対称な位置に2箇所設けた例を示
しているが、1箇所でも良く、或いは2箇所以上設けて
効率的に施工することも出来る。In addition, in parallel with the step of building the roof frame, a step of building a lower frame can be performed on the above-ground portion in the plane of the roof. Next, the embodiment shown in FIG.
The case where the plane of the large span building has a concentric circular shape in the outer peripheral portion, the outer peripheral edge and the inner peripheral edge of the outer peripheral portion, and the outer peripheral edge of the center side portion is shown. In this case, sorting of the outer peripheral portion and the inner portion can be performed relatively clearly and easily. In the case of FIG. 4, a pair of the roof steel frame yard 8, the roof, and the ceiling finishing yard 9 shows an example in which two places are provided at approximately 180 ° symmetrical positions in a circle, but one place may be used, or It is also possible to efficiently construct by installing more than one place.
【0021】図4の実施例のように円を仕分けた施工の
場合には、屋根架構の外周部分、のトラベリング
は、中心側部分を円の中心に仮設した支柱に回転可能
に支持させ、その外周縁に外周部分、の内周縁を一
体的に接合し、建造工程の進捗に従い外周部分と中
心側部分とを同期して一体的に回転させる方法を実施
することも出来る。In the case of the construction in which the circles are sorted as in the embodiment of FIG. 4, the traveling of the outer peripheral portion of the roof frame is rotatably supported by a column temporarily provided at the center of the circle. It is also possible to implement a method in which the inner peripheral edge of the outer peripheral portion is integrally joined to the outer peripheral edge, and the outer peripheral portion and the center side portion are integrally rotated in synchronization with the progress of the construction process.
【0022】[0022]
【本発明が奏する効果】本発明に係る大スパン建物の建
築構法によれば、大スパン建物の平面形状が建築デザイ
ンの多様性として円形のみならず楕円形、長円形その他
一部又は全部に円弧を含む種々形状であっても、そうし
た建築デザインの多様性に自在に対応して短工期に施工
可能である。また、大スパン建物の平面形状の大きさに
施工限界のない建築を合理的に行うことができる。According to the construction method of a large span building according to the present invention, the plan shape of the large span building is not only circular but also elliptical, oval, and partially or entirely arcuate as a variety of architectural designs. Even in various shapes including, construction can be carried out in a short construction period by freely responding to such a variety of architectural designs. In addition, it is possible to rationally construct a large span building having no construction limit in the size of the planar shape.
【0023】更に、大スパン建物が特殊な高さ制限を受
ける場所に建設される場合でも、高さ制限のある場所に
は背の高いクレーン等を建てないで高さ制限を克服する
融通性のある建築施工を行う事が出来る。Further, even when a large span building is constructed in a place where a special height restriction is imposed, the flexibility of overcoming the height restriction without erecting a tall crane or the like in a place where the height is restricted. You can do some construction work.
【図1】本発明の建築構法の主要な工程図である。FIG. 1 is a main process chart of a building construction method of the present invention.
【図2】本発明が実施される大スパン建物の平面計画図
である。FIG. 2 is a plan view of a large span building in which the present invention is implemented.
【図3】図2の3−3線矢視の断面図である。FIG. 3 is a sectional view taken along line 3-3 of FIG. 2;
【図4】本発明が実施される大スパン建物の異なる平面
計画図である。FIG. 4 is a different floor plan of a large span building in which the present invention is implemented.
【図5】トラベリング法のシステム説明図である。FIG. 5 is a diagram illustrating a traveling method system.
a,b 外周縁 a′,b′内周縁 〜 外周部分 中心側部分 8 屋根鉄骨建方ヤード a, b Outer edge a ', b' Inner edge ~ Outer part Center side part 8 Roof steel frame yard
Claims (5)
に包含される固定の作業ヤードにおいて屋根と略同じ高
さで建造し、出来上がった屋根の長さ分ずつトラベリン
グ工法で前進させて建築を一連に進める建築構法におい
て、 建物の屋根架構は、平面的に見て円弧形状の外周縁を含
む外周部位をその内周縁が前記外周縁と同心円を形成す
る扇形状に区分した一又は複数の外周部分と、前記外周
部分から除外された一又は複数の中心側部分とに仕分け
ること、 建物の基礎及び外周躯体部分の構築を進めると共にトラ
ベリング設備の用意をすること、 屋根架構の前記中心側部分は、その平面直下に作業ステ
ージを設け、その上で中心側部分の建造を仕上げまで完
成し屋根の位置に設置すること、 屋根架構の前記外周部分については、外周躯体部分の構
築が完成した段階で、同外周部分の平面内に屋根鉄骨建
方ヤードを設け、且つ前記屋根鉄骨建方ヤードのトラベ
リング進行側に隣接する部位に屋根、天井仕上げヤード
を設け、屋根鉄骨建方ヤードで屋根架構の鉄骨組み立て
を行い、つづく屋根、天井仕上げヤードで屋根、天井の
仕上げを行う方式で一連に建造された屋根部分を、その
外周縁及び内周縁に沿う円弧方向に、建造された長さ分
ずつ順次にトラベリングを行い当該外周部分の屋根の構
築を進めること、 上記の屋根架構を建造する工程と並行して地上部分で下
部躯体の構築工程を進めることをそれぞれ特徴とする、
大スパン建物の建築構法。1. A roof of a large span building is constructed at a fixed work yard included in a plane of the roof at substantially the same height as the roof, and is advanced by a traveling method by the length of the completed roof. In a building construction method for advancing a series of buildings, a roof frame of a building is formed by dividing an outer peripheral portion including an outer peripheral edge of an arc shape in plan into a fan shape whose inner peripheral edge forms a concentric circle with the outer peripheral edge. Sorting the outer peripheral portion and one or a plurality of central portions excluded from the outer peripheral portion, promoting the construction of the foundation and the outer peripheral frame portion of the building, and preparing the traveling facilities, the central side of the roof frame. The part is provided with a work stage directly below the plane, on which the construction of the center side part is completed to completion and installed at the roof position, For the outer peripheral part of the roof frame, the outer peripheral frame When the construction of the building is completed, a roof steel building yard is provided in the plane of the outer peripheral portion, and a roof and a ceiling finishing yard are provided in a portion of the roof steel building yard adjacent to the traveling side of the roof. The steel frame of the roof frame is assembled in the construction yard, and the roof and ceiling are finished in a continuous roof and ceiling finishing yard.The roof part is constructed in a circular arc direction along its outer and inner edges. The following steps are performed sequentially for each length, and the construction of the roof of the outer peripheral part is proceeded. The construction process of the lower frame on the ground part is proceeded in parallel with the process of building the roof frame. ,
Construction method of large span building.
に包含される固定の作業ヤードにおいて屋根と略同じ高
さで建造し、出来上がった屋根の長さ分ずつトラベリン
グ工法で前進させて建築を一連に進める建築構法におい
て、 建物の屋根架構は、平面的に見て円弧形状の外周縁を含
む外周部位をその内周縁が前記外周縁と同心円を形成す
る扇形状に区分した一又は複数の外周部分と、前記外周
部分から除外された一又は複数の中心側部分とに仕分け
ること、 建物の基礎及び外周躯体部分の構築を進めると共にトラ
ベリング設備の用意をすること、 屋根架構の前記中心側部分は、その直下の地上付近で同
部分の建造を仕上げまで完成し、しかる後に垂直な押し
上げ又は引き上げ運搬によって当該中心側部分を屋根の
位置に設置すること、 屋根架構の前記外周部分については、外周躯体部分の構
築が完成した段階で、同外周部分の平面内に屋根鉄骨建
方ヤードを設け、且つ前記屋根鉄骨建方ヤードのトラベ
リング進行側に隣接する部位に屋根、天井仕上げヤード
を設け、屋根鉄骨建方ヤードで屋根架構の鉄骨組み立て
を行い、つづく屋根、天井仕上げヤードで屋根、天井の
仕上げを行う方式で一連に建造された屋根部分を、その
外周縁及び内周縁に沿う円弧方向に、建造された長さ分
ずつ順次にトラベリングを行い当該外周部分の屋根の構
築を進めること、 上記の屋根架構を建造する工程と並行して地上部分で下
部躯体の構築工程を進めることをそれぞれ特徴とする、
大スパン建物の建築構法。2. A roof of a large span building is constructed at a fixed work yard included in a plane of the roof at substantially the same height as the roof, and is advanced by a traveling method by a length of the completed roof. In a building construction method for advancing a series of buildings, a roof frame of a building is formed by dividing an outer peripheral portion including an outer peripheral edge of an arc shape in plan into a fan shape whose inner peripheral edge forms a concentric circle with the outer peripheral edge. Sorting the outer peripheral portion and one or a plurality of central portions excluded from the outer peripheral portion, promoting the construction of the foundation and the outer peripheral frame portion of the building, and preparing the traveling facilities, the central side of the roof frame. The part is to be completed to the finish near the ground directly below it, and then the central part is installed at the roof by vertical lifting or lifting and transporting. Regarding the outer peripheral portion of the frame, at the stage where the construction of the outer peripheral frame portion is completed, a roof steel frame yard is provided in the plane of the outer peripheral portion, and a portion adjacent to the traveling progress side of the roof steel frame yard is provided. The roof and ceiling finishing yard are provided, the roof frame is assembled in the roof steel yard, and the roof and ceiling are finished in a continuous roof and ceiling finishing yard. And, in the direction of the arc along the inner peripheral edge, sequentially travel by the length of the building, and proceed with the construction of the roof of the outer peripheral part, In parallel with the above-mentioned roof frame building process, The feature is that the construction process is advanced,
Construction method of large span building.
面は、外周部分の外周縁と内周縁、及び中心側部分の外
周縁がそれぞれ同心の円形であることを特徴とする、大
スパン建物の建築構法。3. The large span of the roof frame according to claim 1 or 2, wherein the outer peripheral edge and the inner peripheral edge of the outer peripheral portion and the outer peripheral edge of the center side portion are respectively concentric circles. Building construction method.
構の外周部分のトラベリングは、その内周縁を、固定さ
れた中心側部分の外周縁に沿って滑動させつつ行うこと
を特徴とする、大スパン建物の建築構法。4. The traveling of the outer peripheral portion of the roof frame described in claim 1, 2 or 3 is performed while sliding the inner peripheral edge thereof along the outer peripheral edge of the fixed center side portion. , Large span building construction method.
のトラベリングは、回転可能に支持された中心側部分の
外周縁に外周部分の内周縁を接合し、外周部分と中心側
部分とを同期して一体的に回転させることを特徴とする
大スパン建物の建築構法。5. The traveling of the outer peripheral portion of the roof frame according to claim 3, wherein the inner peripheral edge of the outer peripheral portion is joined to the outer peripheral edge of the rotatably supported central side portion, and the outer peripheral portion and the central side portion are connected. An architectural construction method for large span buildings, characterized in that they rotate synchronously and integrally.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP9010846A JPH10205136A (en) | 1997-01-24 | 1997-01-24 | Construction method of large span building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP9010846A JPH10205136A (en) | 1997-01-24 | 1997-01-24 | Construction method of large span building |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPH10205136A true JPH10205136A (en) | 1998-08-04 |
Family
ID=11761728
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP9010846A Pending JPH10205136A (en) | 1997-01-24 | 1997-01-24 | Construction method of large span building |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH10205136A (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US6404424B1 (en) * | 1999-06-02 | 2002-06-11 | Punch Software, Llc | Method for constructing architectural models including scaled surface textures |
| CN104790588A (en) * | 2015-04-10 | 2015-07-22 | 中亿丰建设集团股份有限公司 | M-shaped roof truss and mounting method thereof |
| CN105003080A (en) * | 2015-05-06 | 2015-10-28 | 上海绿地建设(集团)有限公司 | Construction technique of sector steel-structured building |
| CN114961286A (en) * | 2022-06-22 | 2022-08-30 | 中建八局第三建设有限公司 | A kind of hoisting construction method of K-type stiff steel frame column with ultra-high camber and large section |
| CN117468627A (en) * | 2023-11-11 | 2024-01-30 | 青岛北洋建筑设计有限公司 | A large-span roof steel frame construction auxiliary device and method for building energy conservation |
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| JPS6356375A (en) * | 1986-08-25 | 1988-03-10 | Nippon Radiator Co Ltd | Production of piston rod |
| JPS6356375B2 (en) * | 1982-05-31 | 1988-11-08 | Takenaka Komuten Co | |
| JPH02292432A (en) * | 1989-05-08 | 1990-12-03 | Shimizu Corp | How to build a dome structure |
| JPH06185120A (en) * | 1992-12-18 | 1994-07-05 | Haseko Corp | Construction method for upper structure of roof, etc. |
| JPH0718743A (en) * | 1993-06-29 | 1995-01-20 | Maeda Corp | Construction method for large span domelike roof |
| JPH08120785A (en) * | 1994-10-20 | 1996-05-14 | Taisei Corp | How to construct a portal frame structure |
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|---|---|---|---|---|
| JPS6356375B2 (en) * | 1982-05-31 | 1988-11-08 | Takenaka Komuten Co | |
| JPS6356375A (en) * | 1986-08-25 | 1988-03-10 | Nippon Radiator Co Ltd | Production of piston rod |
| JPH02292432A (en) * | 1989-05-08 | 1990-12-03 | Shimizu Corp | How to build a dome structure |
| JPH06185120A (en) * | 1992-12-18 | 1994-07-05 | Haseko Corp | Construction method for upper structure of roof, etc. |
| JPH0718743A (en) * | 1993-06-29 | 1995-01-20 | Maeda Corp | Construction method for large span domelike roof |
| JPH08120785A (en) * | 1994-10-20 | 1996-05-14 | Taisei Corp | How to construct a portal frame structure |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US6404424B1 (en) * | 1999-06-02 | 2002-06-11 | Punch Software, Llc | Method for constructing architectural models including scaled surface textures |
| CN104790588A (en) * | 2015-04-10 | 2015-07-22 | 中亿丰建设集团股份有限公司 | M-shaped roof truss and mounting method thereof |
| CN105003080A (en) * | 2015-05-06 | 2015-10-28 | 上海绿地建设(集团)有限公司 | Construction technique of sector steel-structured building |
| CN114961286A (en) * | 2022-06-22 | 2022-08-30 | 中建八局第三建设有限公司 | A kind of hoisting construction method of K-type stiff steel frame column with ultra-high camber and large section |
| CN117468627A (en) * | 2023-11-11 | 2024-01-30 | 青岛北洋建筑设计有限公司 | A large-span roof steel frame construction auxiliary device and method for building energy conservation |
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