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JPH0112891B2 - - Google Patents
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JPH0112891B2 - - Google Patents

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Publication number
JPH0112891B2
JPH0112891B2 JP12183981A JP12183981A JPH0112891B2 JP H0112891 B2 JPH0112891 B2 JP H0112891B2 JP 12183981 A JP12183981 A JP 12183981A JP 12183981 A JP12183981 A JP 12183981A JP H0112891 B2 JPH0112891 B2 JP H0112891B2
Authority
JP
Japan
Prior art keywords
frame
corner
top girder
block
lifting
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
Application number
JP12183981A
Other languages
Japanese (ja)
Other versions
JPS5824045A (en
Inventor
Ko Matsubara
Shigeru Hara
Takayuki Goto
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 JP12183981A priority Critical patent/JPS5824045A/en
Publication of JPS5824045A publication Critical patent/JPS5824045A/en
Publication of JPH0112891B2 publication Critical patent/JPH0112891B2/ja
Granted legal-status Critical Current

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  • Conveying And Assembling Of Building Elements In Situ (AREA)
  • Engine Equipment That Uses Special Cycles (AREA)

Description

【発明の詳細な説明】 本出願人は曩に昭和55年実用新案登録願第
149658号において、中央のボイラ設置用吹抜空間
を囲繞するピラミツド型フレームに形成された外
周構格の頂部に、ボイラ吊下用トツプガーダの配
設された火力発電所建屋を提案した。
[Detailed Description of the Invention] The present applicant filed the application for utility model registration in 1982.
In No. 149658, we proposed a thermal power plant building in which a top girder for suspending the boiler was installed at the top of the outer structure formed by a pyramid-shaped frame surrounding the central atrium space for installing the boiler.

本発明は同火力発電所建屋の形状特性を利用し
て、同建屋を能率よく安全に施工しうる構築工法
を提供することを目的として提案されたものであ
つて、中央のボイラ設置用吹抜空間を囲繞するピ
ラミツド型フレームに形成された外周構格の頂部
に、ボイラ吊下用トツプガーダの配設された火力
発電所建屋の構築工法において、前記ピラミツド
型フレームの4つの隅角部フレームを先行して施
工し、次いで同各隅角部フレーム頂部に設置した
揚重装置より懸垂した吊上部材を介して前記各隅
角部フレーム間において予め組立てられたトツプ
ガーダを吊上げて前記隅角部フレーム頂部に接続
し、次いで前記トツプガーダに設置した揚重装置
より懸垂した吊上部材を介して、相対する前記隅
角部フレーム間に位置するピラミツド型フレーム
の周辺部フレームを1ブロツク毎吊上げて前記ト
ツプガーダに継接することを特徴とする火力発電
所建屋の構築工法に係るものである。
The present invention was proposed for the purpose of providing a construction method that can efficiently and safely construct the thermal power plant building by utilizing the shape characteristics of the building. In a method of constructing a thermal power plant building in which a top girder for suspending a boiler is installed at the top of an outer structure formed of a pyramid-shaped frame surrounding the building, the four corner frames of the pyramid-shaped frame are Then, the top girder pre-assembled between the corner frames is lifted from the lifting device installed at the top of each corner frame to the top girder, which has been assembled in advance between the corner frames. Then, each block of the peripheral frame of the pyramid-shaped frame located between the opposing corner frames is lifted up and connected to the top girder via a lifting member suspended from a lifting device installed on the top girder. This relates to a construction method for a thermal power plant building, which is characterized by the fact that the buildings are in close contact with each other.

本発明においては前記したように、ボイラ設置
用吹抜空間を囲繞するピラミツド型フレームに形
成された外周構格を、隅角部フレームと相対する
同隅角部フレーム間に位置する周辺部フレームと
に区分し、先ず4つの前記隅角部フレームを施工
し、同各隅角部フレームを後述の如く後から施工
されるトツプガーダ並に周辺部フレーム揚重用の
支柱並にガイドとして利用することにより、爾後
の施工を容易且つ正確に遂行しうるものである。
In the present invention, as described above, the outer peripheral structure formed in the pyramid-shaped frame surrounding the boiler installation atrium space is combined with the corner frame and the peripheral frame located between the opposite corner frames. First, the four corner frames are constructed, and each corner frame is used as a guide for lifting the top girder and peripheral frame, which will be constructed later, as described later. construction can be carried out easily and accurately.

なお前記隅角部フレームの施工に当つては高所
作業を最小限にすることが望ましく、このため
柱、梁及びこれらに附属した壁、床を1層毎に地
組み、半完成状態として、これをクレンによつて
下層より上層に積上げる方式を採用するものであ
り、この積上げ時、隅角部フレームは上層に至る
程細くなる形状をしているため、上層になるに伴
つて軽量になり、トラツククレン等による揚重が
容易になる。
In addition, when constructing the corner frame, it is desirable to minimize work at heights, and for this reason, the columns, beams, and attached walls and floors are assembled layer by layer, leaving them in a semi-completed state. A method is adopted in which these are stacked from the lower layer to the upper layer using cranes, and when stacking, the corner frames are shaped to become thinner as they reach the upper layer, so the weight becomes lighter as the layer goes up. This makes lifting using a truck crane, etc. easier.

次いで本発明においては前記のようにして施工
された隅角部フレームを利用してこれに揚重装置
を設置し、同揚重装置より懸垂された吊上部材を
介して、前記各隅角部フレーム間に予め組立てら
れたトツプガーダを吊上げて前記隅角部フレーム
の頂部に継接するものである。従つて前記各隅角
部フレームは、トツプガーダ揚重時の支柱、並に
ガイド部材の用を果し、トツプガーダの施工が簡
単且つ確実に行なわれるものである。
Next, in the present invention, a lifting device is installed on the corner frame constructed as described above, and each of the corner portions is lifted through a lifting member suspended from the lifting device. A top girder previously assembled between frames is lifted up and connected to the top of the corner frame. Therefore, each of the corner frames serves as a support and a guide member when lifting the top girder, and the construction of the top girder can be carried out easily and reliably.

次いで本発明においては前記のように施工され
たトツプガーダを利用して、これに揚重装置を設
置し、同装置より懸垂された吊上部材を介して前
記周辺部フレームを1ブロツク毎に吊上げて前記
トツプガーダに継接するようにしたものであり、
従つて前記各隅角部フレームは周辺部フレーム揚
重時の支柱並にガイド部材の用を果し、周辺部フ
レームの施工が簡単且つ確実に行なわれるもので
ある。また前記各周辺部フレームは夫々独立した
揚重工程が組めるため、工期の短縮が図られるも
のである。
Next, in the present invention, a lifting device is installed on the top girder constructed as described above, and the peripheral frame is lifted block by block through a lifting member suspended from the device. It is adapted to be jointed to the top girder,
Therefore, each corner frame serves as a support and a guide member when lifting the peripheral frame, and the construction of the peripheral frame can be easily and reliably performed. Further, since each of the peripheral frames can undergo an independent lifting process, the construction period can be shortened.

本発明によればこのように各部材の揚重作業が
1層毎に集約され、揚重回数、時間が著しく減少
し、また高所作業が少くなり作業の安全性が向上
する。また本発明によれば上層より完成していく
ため、仕上り階が通過交通路となることがなく、
養生のためのタイムロスがない。更にまた上層の
仕上げが施されていることによつて、雨雪の影響
を受けることなく作業が行なわれ、作業能率が向
上される等、本発明は多くの利点を有するもので
ある。
According to the present invention, the work of lifting each member is concentrated on each layer, the number of times of lifting and the time required are significantly reduced, and work at heights is reduced, improving work safety. Furthermore, according to the present invention, since the upper floors are completed, the finished floors do not become passing traffic routes.
There is no time loss for curing. Furthermore, since the upper layer is finished, the present invention has many advantages, such as work being carried out without being affected by rain and snow, and work efficiency being improved.

以下本発明を図示の実施例について説明する。 The present invention will be described below with reference to the illustrated embodiments.

第1図及び第2図は火力発電所建屋を示し、中
央のボイラ設置用吹抜空間aを囲繞するピラミツ
ド型フレームに形成された外周構格は、4つの隅
角部フレームAと、相対する隅角部フレームA,
A間に配設される周辺部フレームBとより構成さ
れ、外周構格の頂部にはボイラ吊下用トツプガー
ダCが配設されている。
Figures 1 and 2 show a thermal power plant building, and the outer structure is formed of a pyramid-shaped frame surrounding a central boiler installation atrium space a, with four corner frames A and an opposing corner frame A. Corner frame A,
It consists of a peripheral frame B disposed between A and A, and a top girder C for suspending the boiler is disposed at the top of the outer frame.

従つて前記吹抜空間aを囲繞して適当な高さ
に、水平ブレースによつて面内剛性を有する床を
配設し、同床面の外周に接する部分にピラミツド
状の傾斜外構ブレース面を配設することにより、
前記吹抜け空間a及び床面上に配設されたトツプ
ヘビーのプラント機器の地震によつて生じた水平
力は、床面の水平ブレースによつて最小距離で外
構面に伝達され、効率よく下方に伝達されて外周
の基礎に流れるものであり、建屋内部には鉛直ブ
レースがなく、従つてプラント機器、ダクト等の
配置が自由になる。更に外周構格がピラミツド形
状の傾斜外構ブレース面に形成されていることに
より形状が単純化され、且つ外被面積が縮減さ
れ、雨仕舞、仕上工事が単純化され、作業能率が
向上され仕上面積が節減され、また建屋の形態が
単純化され、地震水平力が外構ブレース面に最小
面積で伝達されることと相俟つて構造材数量が節
減されることは、前掲の昭和55年実用新案登録願
第149658号において説明したとおりである。
Therefore, a floor with in-plane rigidity is provided by horizontal braces at an appropriate height surrounding the atrium space a, and a pyramid-shaped sloped external structure brace surface is provided at the portion that touches the outer periphery of the floor surface. By arranging
The horizontal force generated by the earthquake in the atrium space a and the top-heavy plant equipment installed on the floor is transmitted to the exterior surface over a minimum distance by the horizontal brace on the floor, and is efficiently transmitted downward. It is transmitted and flows to the foundation around the outside, and there are no vertical braces inside the building, so plant equipment, ducts, etc. can be placed freely. Furthermore, the outer structure is formed on a pyramid-shaped sloped exterior brace surface, which simplifies the shape and reduces the outer covering area, simplifying rain protection and finishing work, improving work efficiency and improving finishing. The area was saved, the form of the building was simplified, and the seismic horizontal force was transmitted to the exterior brace surface with a minimum area, and the number of structural materials was saved. This is as explained in New Patent Application No. 149658.

而して本発明においては先ず隅角部フレームを
施工する。即ち第3図に示すように1層分のフレ
ームブロツクA′の柱1、梁2及び床3並に外壁
4を組立て、第4図に示すようにトラツククレン
5によつて下階より上階に積上げ継接していき、
各隅角部フレームAを施工する。
In the present invention, the corner frame is first constructed. That is, as shown in Fig. 3, the columns 1, beams 2, floor 3, and outer wall 4 of one-story frame block A' are assembled, and as shown in Fig. 4, the upper floor is moved from the lower floor using a truck crane 5. Stacked and spliced,
Construct each corner frame A.

次いで前記各隅角部フレームA間において、予
めトツプガーダCの地組み及び外部仕上げを施
し、前記のように既に所定位置に建設された隅角
部フレームAの頂部にVSLジヤツキJを設置す
るとともに、同ジヤツキJより吊上部材としての
鋼線6を吊下げてその下端を前記トツプガーダC
の隅部に定着し、前記ジヤツキJを作動してトツ
プガーダCを各隅角部フレームAを案内として吊
上げ(第5図参照)同各フレームAの頂部に接合
する。(第6図参照) 次いで前記トツプガーダCの各辺部分C′の両端
に内外各2基宛、計4基のVSLジヤツキJを装
着する。(第4図に同ジヤツキJの取付位置を示
す。但し説明を簡略化するため1つの周辺部分
C′のみ示されている。)各ジヤツキJより鋼線7
を懸垂して、地組み、及び内外仕上げ、設備が半
完成された1層分の周辺フレームB構成用フレー
ムブロツクB′に取付け、前記ジヤツキJを作動
して同ブロツクB′を吊上げてトツプガーダCと
接続し、(第7図参照)次いで次位のフレームブ
ロツクB′を搬入して前記鋼線7を取付け、(第8
図参照)ジヤツキJを作動して同ブロツクB′を
吊上げて(第9図参照)上位のブロツクB′に継
接する。この際外側のジヤツキJはJ′に示す如く
トツプガーダCに継接された上位のブロツク
B′の外側に移設され、吊上げられるブロツクの
バランスをとるものである。以下同様にして外側
のジヤツキJを順次下階のブロツクB′の外側に
移設していきながらブロツクB′群を吊上げ継接
して周辺部フレームBを施工し、火力発電所建屋
を完成するものである。
Next, between each corner frame A, the ground assembly and external finishing of the top girder C are performed in advance, and the VSL jack J is installed on the top of the corner frame A that has already been constructed at a predetermined position as described above, A steel wire 6 as a lifting member is suspended from the same jack J, and its lower end is connected to the top girder C.
The top girder C is attached to the top of each corner frame A by operating the jack J and lifting the top girder C using each corner frame A as a guide (see FIG. 5). (See Fig. 6) Next, a total of four VSL jacks J are attached to both ends of each side portion C' of the top girder C, two each on the inside and outside. (Figure 4 shows the mounting position of the same jack J. However, to simplify the explanation, only one peripheral part is shown.
Only C′ is shown. ) Steel wire 7 from each jack J
and attach it to the frame block B' for composing the peripheral frame B for one layer, which has half-completed the ground assembly, interior and exterior finishing, and equipment, and operate the jack J to lift the block B' and attach it to the top girder C. (See Figure 7) Next, bring in the next frame block B' and attach the steel wire 7.
(See figure) Operate jack J to lift block B' (see figure 9) and connect it to upper block B'. At this time, the outer jack J is connected to the upper block connected to the top girder C as shown in J'.
This is to balance the blocks being moved and lifted outside B'. Thereafter, in the same manner, the outer jacks J are sequentially moved to the outside of blocks B' on the lower floor, and the blocks B' group are lifted and spliced to construct the peripheral frame B, thereby completing the thermal power plant building. be.

第10図乃至第12図は本発明の他の実施例を
示し、前記実施例の場合と同様にして隅角部フレ
ームAとトツプガーダCとの構築が完了したの
ち、トツプガーダCの各辺部分の両端に内外2基
宛、計4基のVSLジヤツキJを装着し、同各ジ
ヤツキJより鋼線8を懸垂して、地組み、及び内
外仕上げ、設備が半完成された1層分の周辺フレ
ーム構成用フレームブロツクB′に取付ける。同
ブロツクB′の内側にはガイドローラ9の装着さ
れた振れ止めガイド支柱10が立設されるととも
に、前記ブロツクB′には隅角部フレームAの支
柱に沿つて転動する振れ止めガイドローラ11が
装着される。(第10図参照) 次いで前記ジヤツキJを作動して前記ブロツク
B′を次位のブロツクが建込まれる高さだけ吊上
げ(第11図参照)同ブロツクB′の下部に次位
のブロツクB′を搬入して両者を継接し、(第11
図参照)前記両ブロツクB′,B′を吊上げて、そ
の下部に次位のブロツクB′を搬入継接し、(第1
2図参照)以下同様にして前記各ブロツクB′を
吊上げながら継接し、トツプガーダCに接続して
周辺部フレームBを構築し、火力発電所建屋を完
成するものである。
10 to 12 show another embodiment of the present invention. After the construction of the corner frame A and the top girder C is completed in the same manner as in the previous embodiment, each side portion of the top girder C is A total of 4 VSL jacks J, two on the outside and two on the outside, are installed at both ends, and steel wires 8 are suspended from each jack J to construct a one-story peripheral frame with half-completed ground assembly, interior and exterior finishing, and equipment. Attach to configuration frame block B'. Inside the block B', a steady rest guide column 10 with a guide roller 9 mounted thereon is erected, and on the block B' there is also a steady rest guide roller that rolls along the column of the corner frame A. 11 is installed. (See Figure 10) Next, operate the jack J to adjust the block.
Lift B' to the height at which the next block will be built (see Figure 11). Bring in the next block B' to the bottom of the same block B' and join them together (see Figure 11).
(See figure) Lift up both blocks B' and B', bring in and connect the next block B' below them, and
(See Figure 2) In the same manner, each block B' is spliced while being lifted up and connected to the top girder C to construct the peripheral frame B, thereby completing the thermal power plant building.

以上本発明を実施例について説明したが、本発
明は勿論このような実施例にだけ局限されるもの
ではなく、本発明の精神を逸脱しない範囲内で
種々の設計の改変を施しうるものである。
Although the present invention has been described above with reference to embodiments, the present invention is, of course, not limited to such embodiments, and can be modified in various ways without departing from the spirit of the present invention. .

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

第1図は本発明の方法によつて施工された火力
発電所建屋の縦断面図、第2図はその平面図、第
3図は隅角部フレームブロツクの斜面図、第4図
は隅角部フレーム及びトツプガーダの施工状態を
示す斜面図、第5図はトツプガーダの揚重状態を
示す縦断面図、第6図は周辺部フレームの施工状
態を示す縦断面図、第7図乃至第9図は周辺部フ
レームの施工々程を示す縦断面図、第10図乃至
第12図は本発明の方法の他の実施例における周
辺部フレームの施工々程を示す縦断面図である。 A……隅角部フレーム、A′……隅角部フレー
ムブロツク、B……周辺部フレーム、B′……周
辺部フレームブロツク、C……トツプガーダ、a
……ボイラ設置用吹付空間、J……VSLジヤツ
キ、6,7,8……鋼線。
Fig. 1 is a vertical cross-sectional view of a thermal power plant building constructed by the method of the present invention, Fig. 2 is a plan view thereof, Fig. 3 is a slope view of a corner frame block, and Fig. 4 is a corner view. FIG. 5 is a vertical cross-sectional view showing the top girder in a lifted state; FIG. 6 is a vertical cross-sectional view showing the peripheral frame in construction; FIGS. 7 to 9 FIGS. 10 to 12 are vertical cross-sectional views showing the construction steps of the peripheral frame in other embodiments of the method of the present invention. A... Corner frame, A'... Corner frame block, B... Peripheral frame, B'... Peripheral frame block, C... Top girder, a
...Blowing space for boiler installation, J...VSL jack, 6, 7, 8... Steel wire.

Claims (1)

【特許請求の範囲】[Claims] 1 中央のボイラ設置用吹抜空間を囲繞するピラ
ミツド型フレームに形成された外周構格の頂部
に、ボイラ吊下用トツプガーダの配設された火力
発電所建屋の構築工法において、前記ピラミツド
型フレームの4つの隅角部フレームを先行して施
工し、次いで同各隅角部フレーム頂部に設置した
揚重装置より懸垂した吊上部材を介して前記各隅
角部フレーム間において予め組立てられたトツプ
ガーダを吊上げて前記隅角部フレーム頂部に接続
し、次いで前記トツプガーダに設置した揚重装置
より懸垂した吊上部材を介して、相対する前記隅
角部フレーム間に位置するピラミツド型フレーム
の周辺部フレームを1ブロツク毎吊上げて前記ト
ツプガーダに継接することを特徴とする火力発電
所建屋の構築工法。
1. In a construction method for a thermal power plant building in which a top girder for suspending a boiler is installed at the top of an outer structure formed of a pyramid-shaped frame surrounding a central atrium space for installing a boiler, Two corner frames are constructed in advance, and then the pre-assembled top girder is lifted between each corner frame via a lifting member suspended from a lifting device installed at the top of each corner frame. The peripheral frame of the pyramid frame located between the opposing corner frames is connected to the top of the corner frame through a lifting member suspended from a lifting device installed on the top girder. A construction method for a thermal power plant building characterized by lifting each block and connecting it to the top girder.
JP12183981A 1981-08-05 1981-08-05 Construction of steam power plant Granted JPS5824045A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP12183981A JPS5824045A (en) 1981-08-05 1981-08-05 Construction of steam power plant

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP12183981A JPS5824045A (en) 1981-08-05 1981-08-05 Construction of steam power plant

Publications (2)

Publication Number Publication Date
JPS5824045A JPS5824045A (en) 1983-02-12
JPH0112891B2 true JPH0112891B2 (en) 1989-03-02

Family

ID=14821202

Family Applications (1)

Application Number Title Priority Date Filing Date
JP12183981A Granted JPS5824045A (en) 1981-08-05 1981-08-05 Construction of steam power plant

Country Status (1)

Country Link
JP (1) JPS5824045A (en)

Also Published As

Publication number Publication date
JPS5824045A (en) 1983-02-12

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