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JP3277949B2 - How to build a building that passes over existing equipment - Google Patents
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JP3277949B2 - How to build a building that passes over existing equipment - Google Patents

How to build a building that passes over existing equipment

Info

Publication number
JP3277949B2
JP3277949B2 JP25653692A JP25653692A JP3277949B2 JP 3277949 B2 JP3277949 B2 JP 3277949B2 JP 25653692 A JP25653692 A JP 25653692A JP 25653692 A JP25653692 A JP 25653692A JP 3277949 B2 JP3277949 B2 JP 3277949B2
Authority
JP
Japan
Prior art keywords
ground
sector
building
piece
quadrilateral
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
JP25653692A
Other languages
Japanese (ja)
Other versions
JPH06108540A (en
Inventor
誠 太田
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Taisei Corp
Original Assignee
Taisei Corp
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Taisei Corp filed Critical Taisei Corp
Priority to JP25653692A priority Critical patent/JP3277949B2/en
Publication of JPH06108540A publication Critical patent/JPH06108540A/en
Application granted granted Critical
Publication of JP3277949B2 publication Critical patent/JP3277949B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Landscapes

  • Bridges Or Land Bridges (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【産業上の利用分野】この発明は、人家,道路等の既存
設備の上を通過して橋等を構築するための建物を構築す
る方法に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for constructing a building for constructing a bridge or the like by passing over existing facilities such as a house and a road.

【0002】[0002]

【従来の技術】既存設備の上を通過する建物を架設する
ためには、従来は、第1に地上で組立てた桁をクレーン
等を用いて吊り上げて架設する方法や、第2に片持ち梁
のように支持した梁を一定スパンを押し出して架設する
手延べ方法や、第3に支保工を用いて部材を支持させな
がら延長する方法があった。
2. Description of the Related Art Conventionally, in order to erection of a building passing over existing equipment, a method of firstly lifting a girder assembled on the ground using a crane or the like, and a second method of cantilevering a beam. And a third method is to extend the beam supported by extruding it by a fixed span, and thirdly, to extend the beam while supporting the member using a shoring.

【0003】[0003]

【発明が解決しようとする課題】しかしながら、前記吊
り上げて架設する方法では大スパンの桁になると施工が
困難となり、また既存設備の機能を一時停止させ、すな
わち既存設備が居住設備であれば人を一時避難させ、既
存設備が道路等であればこれを交通止めする必要がある
から社会生活に悪影響がある。また前記手延べ方法によ
れば架設に要する時間が長く且つこの場合でも前記のよ
うな一時避難や交通止めが必要になるという不具合があ
る。さらに支保工を用いる方法によれば、支保工の設置
や解体等の不便がある。しかも、いずれの従来技術にお
いても、施工中の部品等の落下に対する既存設備の毀損
のおそれがある。
However, in the above-mentioned method of lifting and erection, it is difficult to construct a large span girder, and the function of the existing equipment is temporarily stopped. It is necessary to evacuate temporarily and stop the traffic if the existing facilities are roads, etc., which has a negative effect on social life. Further, according to the hand-rolling method, there is a problem that the time required for the erection is long, and even in this case, the temporary evacuation and the traffic stop are required. Further, according to the method using the shoring, there are inconveniences such as installation and dismantling of the shoring. Moreover, in any of the conventional techniques, there is a possibility that existing equipment may be damaged due to a drop of a part or the like during construction.

【0004】そこで、この発明は、既存設備の上での作
業を可及的に少なくして既存設備の機能が停止すること
を防止させるとともに施工を簡便にし且つ工期の短縮を
図ることを目的としている。
Accordingly, an object of the present invention is to reduce the work on existing equipment as much as possible to prevent the function of existing equipment from being stopped, to simplify the construction, and to shorten the construction period. I have.

【0005】[0005]

【課題を解決するための手段】この発明における建物の
構築方法は、既存設備の近くの地上に設置した地上構築
物に、表裏面が前記地上構造物の幅よりも大きな半径を
もつ扇形をし扇形の要から連続する2つの側面がそれぞ
れ四辺形をし円弧面が前記四辺形と同一幅を有する第1
の扇形ピースを、その要において軸支して重力により円
弧面を下に向けて吊下した後に、前記扇形ピースの四辺
形の側面に、同様の形状をした第2の扇形ピースの四辺
形の側面を接した状態で同様に吊下して、2つの扇形ピ
ースの合わせた重心を重力により前記要の下方にし、さ
らに第3以下の扇形ピースを同様に順次追加して吊下す
ることにより、複数の扇形ピースにより表裏面が半円形
をし且つ上面が地上構築物から張り出して平面をなす上
空構造物を構成し、この上空構造物を回転不能に固定す
ることにより前記既存設備の上を通過させるものであ
る。
According to the present invention, there is provided a method for constructing a building, comprising: a step of forming a sector on a ground building installed on the ground near an existing facility by forming a sector having a front and back surface having a radius larger than the width of the above-mentioned ground structure. From the point of the first, the two continuous side faces each have a quadrilateral shape, and the arc surface has the same width as the quadrilateral.
Of the second sector piece of the same shape on the side surface of the quadrilateral shape of the sector piece after hanging the arc-shaped surface downward by gravity at the pivot of the sector piece. By suspending in the same manner with the side surfaces in contact with each other, the combined center of gravity of the two sector-shaped pieces is lowered below the pivot by gravity, and the third and subsequent sector-shaped pieces are similarly sequentially added and suspended. A plurality of fan-shaped pieces constitute an upper surface structure having a semicircular shape on the front and back surfaces and an upper surface projecting from the above-ground structure to form a plane, and the upper structure is non-rotatably fixed to pass over the existing facility. Things.

【0006】[0006]

【作用】扇形ピースをその要において地上構造物に軸支
するから、扇形ピースは自重により吊下されて円弧面が
下向きになり、この扇形ピースを同一位置に軸支させて
順次増加させると、吊下された複数の扇形ピースにより
構成される扇形をしたピース群は、扇形ピースが角度を
拡大した状態になり、扇形ピースが所定数に至ると全体
として半円形になり且つ重心は軸支位置の下になるため
に上面が平面の上空構造物になる。この状態では、上空
構造物は地上構造物の幅よりも張り出して、地上の既存
設備の上を覆う形態となり、この状態で扇形ピース群を
地上構造物に固定するか、又は隣接して設置された同様
の扇形ピース群との間で固定することにより旋回しない
ようにして、既存設備の上を通過する建物が構成され
る。
[Function] Since the sectoral piece is pivotally supported on the ground structure at the point, the sectoral piece is suspended by its own weight and the arc surface faces downward. If the sectoral piece is pivotally supported at the same position and sequentially increased, A fan-shaped piece group composed of a plurality of suspended fan-shaped pieces is in a state in which the angle of the fan-shaped pieces is enlarged, and when the number of the fan-shaped pieces reaches a predetermined number, the whole becomes a semicircle and the center of gravity is at the pivot position. In order to be below, the upper surface becomes a flat sky structure. In this state, the aerial structure extends beyond the width of the above-ground structure and covers the existing facilities on the ground, and in this state, the sector-shaped pieces are fixed to the above-ground structure or installed adjacent to the above-mentioned structure. A building that passes over the existing equipment is constructed by fixing it to a similar fan-shaped piece group so as not to turn.

【0007】[0007]

【実施例】図1はこの発明の方法により構築された建物
の一例を示す図であって、人家,広場,道路,鉄道等の
既存設備1を挟んで、高層ビル,塔等の地上構築物2が
2棟構築され、各地上構築物2に上空構造物3が設けら
れている。地上構築物2の上端には凹状の軸受部2aが
形成され、これに横軸2bが回転自在に支持されてい
る。また地上構築物2には幅方向に貫通する凹部2cが
形成されて、ここに上空構造物3が介在するようになっ
ている。
FIG. 1 is a view showing an example of a building constructed by the method of the present invention. A ground-based building 2 such as a high-rise building, a tower, etc. is sandwiched between existing facilities 1 such as a house, a plaza, a road, and a railroad. Are constructed, and an overhead structure 3 is provided on each ground structure 2. A concave bearing 2a is formed at the upper end of the ground structure 2, and the horizontal shaft 2b is rotatably supported on the bearing 2a. Further, a recess 2c penetrating in the width direction is formed in the ground building 2, and the sky structure 3 is interposed here.

【0008】上空構造物3は図1の(A)に示されるよ
うに地上構築物2の幅よりも大きい形を有して半円形を
なし、且つ(B)に示されるように所定の厚みを有し
て、上面に水平な平面3aが形成され、これが前記横軸
2bに支持され、両上空構造物3どうしを固定するか、
又は地上構築物2と上空構造物3との間を固定する等の
手段により、各上空構造物3は地上構築物2に対して旋
回しないようになっている。両地上構築物2の軸受部2
aに支持された各横軸2bの間隔は、上空構造物3の直
径と同一寸法をなし、したがって両上空構造物3上面の
平面3aどうしは連続されている。かくして、2つの上
空構造物3が既存設備1の上空を通過するようになって
いる。
The sky structure 3 has a shape larger than the width of the ground structure 2 as shown in FIG. 1A and has a semicircular shape, and has a predetermined thickness as shown in FIG. A horizontal plane 3a is formed on the upper surface, and this is supported by the horizontal axis 2b to fix the two sky structures 3 together.
Alternatively, by means such as fixing between the ground structure 2 and the sky structure 3, each of the sky structures 3 is prevented from turning with respect to the ground structure 2. Bearing part 2 of both ground structures 2
The space between the horizontal shafts 2b supported by a has the same size as the diameter of the overhead structure 3, and therefore, the planes 3a on the upper surfaces of both overhead structures 3 are continuous. Thus, the two sky structures 3 pass over the existing facility 1.

【0009】次に、前記半円形の上空構造物3を構築す
る手順について図2〜図5により説明する。まず、図2
に示すように地上構築物2の横軸2bに扇形ピース4の
1つ(第1の扇形ピース)をその要4aにおいて吊下
する。扇形ピース4は、図6に示す形状をしており、表
裏面4b,4cが前記地上構造物2の幅よりも大きな半
径をもつ扇形をしており、扇形の要4aから連続する2
つの側面4d,4eがそれぞれ四辺形をし、円弧面4f
が前記四辺形と同一幅を有する。ここでは扇形ピース4
を単に外郭の形状により説明するが、この扇形ピース4
は後述するように上空構造物3を構成するものであるた
めに、その用途に応じて人の居住や歩行等の目的に対応
した構造を持つものとする。
Next, a procedure for constructing the semicircular sky structure 3 will be described with reference to FIGS. First, FIG.
As shown in (1), one of the sector-shaped pieces 4 (first sector-shaped piece) is hung on the horizontal axis 2b of the ground construction 2 at the pivot 4a. The fan-shaped piece 4 has the shape shown in FIG. 6, and the front and back surfaces 4b and 4c have a fan-shaped shape having a radius larger than the width of the above-ground structure 2.
The four side surfaces 4d and 4e each form a quadrilateral, and the arc surface 4f
Have the same width as the quadrilateral. Here is fan-shaped piece 4
Is simply described by the shape of the outer shell.
Since it constitutes the sky structure 3 as will be described later, it has a structure corresponding to the purpose of residence or walking of a person according to its use.

【0010】次に、図3に示すように扇形ピースの一
方の側面に、第2の扇形ピースを接触させた状態で、
この扇形ピースも同様に横軸2bに吊下する。する
と、両扇形ピースの群の重心が横軸2bの真下にな
るため、第1の扇形ピースが旋回してバランスする。
次に、図4に示すように同様にして第3の扇形ピース
を第2の扇形ピースの側面に追加し、このように扇形
ピース4の追加と、追加による旋回とを繰り返して、所
定数n個の扇形ピース4により、図5に示すように上空
構造物3が構成される。上空構造物3を構成するための
各扇形ピース4どうしの接続は固定治具,緊張ワイヤロ
ープ等の固定手段としては公知のものを使用する。
Next, as shown in FIG. 3, a second sectoral piece is brought into contact with one side face of the sectoral piece.
This fan-shaped piece is also suspended from the horizontal shaft 2b. Then, since the center of gravity of the group of both fan-shaped pieces is directly below the horizontal axis 2b, the first fan-shaped piece turns and balances.
Next, as shown in FIG. 4, a third sectoral piece is similarly added to the side surface of the second sectoral piece, and thus the addition and rotation of the sectoral piece 4 are repeated to obtain a predetermined number n. The sky structure 3 is constituted by the sector-shaped pieces 4 as shown in FIG. For connecting the sector-shaped pieces 4 to form the sky structure 3, known fixing means such as a fixing jig and a tension wire rope are used.

【0011】こうして地上構築物2と上空構造物3とに
より図1に示した建物を構成するが、図7,図8,図9
では、1つの地上構築物2に対して3つの上空構造物3
を、同軸に配置しており、かかる地上構築物2を前記図
1のように一対配置している。ここでは地上構築物2と
上空構造物3の上面にコンクリート板5等を敷設して全
体が連続した屋根とし、また両地上構築物2間に追加構
造物6を付加して、上空構造物3どうし間の空間利用を
図っている。前記追加構造物6は、すでに構築された上
空構造物3から必要な各部材を吊下することにより、そ
の下方の地上に支保工を設ける必要なくして施工するこ
とができる。かくして、地上構築物2と上空構造物3と
追加構造物6とによって、既存設備1の機能を停止する
ことなく、建物を構築することができる。
In this way, the building shown in FIG. 1 is constituted by the above-ground structure 2 and the above-mentioned sky structure 3, and FIG. 7, FIG. 8, and FIG.
Then, 3 sky structures 3 for one ground structure 2
Are arranged coaxially, and a pair of such ground structures 2 are arranged as shown in FIG. Here, a concrete plate 5 or the like is laid on the upper surfaces of the ground structures 2 and the sky structures 3 to form a continuous roof, and an additional structure 6 is added between the ground structures 2 to provide a space between the sky structures 3. The space is being used. The additional structure 6 can be constructed by suspending necessary members from the already constructed aerial structure 3 without having to provide a shoring on the ground below. Thus, the building can be constructed by the ground structure 2, the sky structure 3, and the additional structure 6 without stopping the function of the existing facility 1.

【0012】前記図7,図8,図9の建物の場合には、
地上構築物2と上空構造物3と追加構造物6とによっ
て、これらの内部を居住室,事務室,商店,イベント広
場等の用途に対応できるように予め設計されていること
は勿論である。また屋根のコンクリート板5上面を広場
その他の用途に使用することができることもまた勿論で
ある。
In the case of the buildings shown in FIGS. 7, 8 and 9,
The ground structure 2, the sky structure 3, and the additional structure 6 are naturally designed in advance so that their interiors can be used for living rooms, offices, stores, event squares, and the like. In addition, it is needless to say that the upper surface of the concrete plate 5 of the roof can be used for a square or other purposes.

【0013】なお、以上の各例は地上構築物2とこれに
支持された上空構造物3との組が、上空構造物3どうし
が端部において連続するように対をなしている場合につ
いて説明したが、対をなさないものであってもよいし、
また3組以上が連続するように構成してもよいことは勿
論である。
In each of the above examples, the case where the pair of the ground structure 2 and the sky structure 3 supported by the ground structure 2 is paired so that the sky structures 3 are continuous at the ends is described. May be unpaired,
Of course, three or more sets may be configured to be continuous.

【0014】[0014]

【発明の効果】以上説明したように、この発明によれ
ば、上空構造物は、既存設備の近くの地上構築物に支持
されながら既存設備の上に次第に拡張されるから、上空
構造物の製作時の落下物等による危険は、人家や道路等
の既存設備には及ばない。また、上空構造物は扇形ピー
スの旋回によって既存設備の上に拡張されるから、既存
設備の上での作業は殆どないし、また上空構造物の製作
のための足場として地上構築物を使用することができる
から、上空構造物の製作のみを目的とした足場を省略す
ることができる。さらに、上空構造物にさらに別の構造
物を付加する場合には地上構築物又は上空構造物を足場
とすることができるから、前記別の構造物のための格別
の足場は不要となる。かくして、この発明によれば、既
存設備の上での作業を可及的に少なくして危険を回避す
るとともに工期の短縮とコストの低減とを図ることが可
能となる。
As described above, according to the present invention, the overhead structure is gradually expanded on the existing facility while being supported by the above-ground structure near the existing facility. The danger of falling objects does not extend to existing facilities such as houses and roads. In addition, since the overhead structure is extended above the existing equipment by turning the fan-shaped pieces, there is almost no work on the existing equipment, and the use of ground-based structures as a scaffold for the production of the overhead structure. Therefore, it is possible to omit a scaffold only for the purpose of manufacturing the sky structure. Furthermore, when another structure is added to the overhead structure, the ground structure or the overhead structure can be used as a scaffold, so that a special scaffold for the another structure is not required. Thus, according to the present invention, it is possible to reduce the work on existing facilities as much as possible to avoid danger, and to shorten the construction period and reduce the cost.

【図面の簡単な説明】[Brief description of the drawings]

【図1】(A)は地上構築物に上空構造物を設けた状態
の実施例を示す正面図。(B)は(A)のb−b線断面
図。
FIG. 1A is a front view showing an embodiment in which an overhead structure is provided on a ground structure. (B) is a sectional view taken along line bb of (A).

【図2】上空構造物を構築する手順を示すもので、第1
の扇形ピースを吊下した状態の正面図。
FIG. 2 is a diagram showing a procedure for constructing an overhead structure;
FIG. 4 is a front view of a state in which the fan-shaped piece is suspended.

【図3】第1の扇形ピースに第2の扇形ピースを追加し
た状態の正面図。
FIG. 3 is a front view showing a state in which a second sector piece is added to the first sector piece.

【図4】第2の扇形ピースに第3の扇形ピースを追加し
た状態の正面図。
FIG. 4 is a front view showing a state in which a third sector piece is added to the second sector piece.

【図5】所定数の扇形ピースを用いて上空構造物を構築
した状態の正面図。
FIG. 5 is a front view of a state in which the sky structure is constructed using a predetermined number of fan-shaped pieces.

【図6】扇形ピースの斜視図。FIG. 6 is a perspective view of a fan-shaped piece.

【図7】別の実施例を示す正面図。FIG. 7 is a front view showing another embodiment.

【図8】図7のb−b線矢視図。FIG. 8 is a view taken along line bb of FIG. 7;

【図9】図7のc−c線矢視図。FIG. 9 is a view taken along line cc of FIG. 7;

【符号の説明】[Explanation of symbols]

1・・・既存設備 2・・・地上構築物 3・・・上空構造物 4・・・扇形ピース 4a・・要 4b・・表面 4c・・裏面 4d,4e・・側面 4f・・円弧面 5・・・コンクリート板 6・・・追加構造物 DESCRIPTION OF SYMBOLS 1 ... Existing equipment 2 ... Ground structure 3 ... Above structure 4 ... Sector-shaped piece 4a ... necessary 4b ... Surface 4c ... Back 4d, 4e ... Side 4f ... Arc surface 5 ... ..Concrete plate 6 ... Additional structure

Claims (1)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 既存設備の近くの地上に設置した地上構
築物に、表裏面が前記地上構造物の幅よりも大きな半径
をもつ扇形をし扇形の要から連続する2つの側面がそれ
ぞれ四辺形をし円弧面が前記四辺形と同一幅を有する第
1の扇形ピースを、その要において軸支して重力により
円弧面を下に向けて吊下した後に、前記扇形ピースの四
辺形の側面に、同様の形状をした第2の扇形ピースの四
辺形の側面を接した状態で同様に吊下して、2つの扇形
ピースの合わせた重心を重力により前記要の下方にし、
さらに第3以下の扇形ピースを同様に順次追加して吊下
することにより、複数の扇形ピースにより表裏面が半円
形をし且つ上面が地上構築物から張り出して平面をなす
上空構造物を構成し、この上空構造物を回転不能に固定
することにより前記既存設備の上を通過させることを特
徴とする既存設備の上を通過する建物の構築方法。
1. A ground structure installed on the ground near an existing facility, wherein the front and back surfaces have a sector shape having a radius larger than the width of the ground structure, and two side surfaces continuous from the sector shape each have a quadrilateral shape. After the first arcuate piece whose arc surface has the same width as the quadrilateral is suspended at the pivot of the first arcuate piece with the arc surface facing downward by gravity, on the quadrilateral side of the arcuate piece, Similarly suspended in a state in which the quadrilateral sides of the second sector piece of the same shape are in contact with each other, the combined center of gravity of the two sector pieces is below the pivot by gravity,
Furthermore, by sequentially adding and suspending the third and subsequent fan-shaped pieces in the same manner, a plurality of fan-shaped pieces constitute a sky structure in which the front and back surfaces are semicircular and the top surface is overhanging from the ground building to form a plane, A method of constructing a building that passes over existing equipment, characterized in that the overhead structure is fixed so as not to rotate so as to pass over the existing equipment.
JP25653692A 1992-09-25 1992-09-25 How to build a building that passes over existing equipment Expired - Fee Related JP3277949B2 (en)

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JP25653692A JP3277949B2 (en) 1992-09-25 1992-09-25 How to build a building that passes over existing equipment

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Application Number Priority Date Filing Date Title
JP25653692A JP3277949B2 (en) 1992-09-25 1992-09-25 How to build a building that passes over existing equipment

Publications (2)

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JPH06108540A JPH06108540A (en) 1994-04-19
JP3277949B2 true JP3277949B2 (en) 2002-04-22

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