JPS6338802A - Method of assembling boiler steel frame - Google Patents

Method of assembling boiler steel frame

Info

Publication number
JPS6338802A
JPS6338802A JP18264186A JP18264186A JPS6338802A JP S6338802 A JPS6338802 A JP S6338802A JP 18264186 A JP18264186 A JP 18264186A JP 18264186 A JP18264186 A JP 18264186A JP S6338802 A JPS6338802 A JP S6338802A
Authority
JP
Japan
Prior art keywords
upper beam
boiler steel
inner upper
assembling
jib crane
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
JP18264186A
Other languages
Japanese (ja)
Inventor
馬場 順
高野 保
中島 敏幸
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.)
Mitsubishi Heavy Industries Ltd
Original Assignee
Mitsubishi Heavy Industries Ltd
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 Mitsubishi Heavy Industries Ltd filed Critical Mitsubishi Heavy Industries Ltd
Priority to JP18264186A priority Critical patent/JPS6338802A/en
Publication of JPS6338802A publication Critical patent/JPS6338802A/en
Pending legal-status Critical Current

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

Abstract

(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。
(57) [Abstract] This bulletin contains application data before electronic filing, so abstract data is not recorded.

Description

【発明の詳細な説明】 産業上の利用分野 本発明は、大型ボイラを建設する際に適用するのに好適
なボイラ鉄骨の組立方法に関する。
DETAILED DESCRIPTION OF THE INVENTION Field of the Invention The present invention relates to a method for assembling a boiler steel frame suitable for use in constructing a large boiler.

従来の技術 第6図は大型ボイラを建設する際の鉄骨の組立て状況を
示したものである。1は構造物を構成する柱、2は同じ
く梁であり、これらは鉄骨で形成されている。この柱l
や粱2は、地上に配置したクローラクレーン3を利用し
て、下側の第1節から上側の第5節まで順次組立てられ
ていく。構造物の上部には、上部主梁4が取付けられ、
この上部主梁4の上にクローラクレーン3を使ってジブ
クレーン5が設置される。その後は、ジブクレーン5を
使用してその他の構造物を構成する各部材を吊上げて取
付けを行ったり、設備機器の取込みを行っている。
Prior Art Figure 6 shows how steel frames are assembled when constructing a large boiler. Reference numeral 1 indicates pillars that constitute the structure, and reference numeral 2 indicates beams, which are also made of steel frames. This pillar
Yako 2 is assembled sequentially from the first section on the lower side to the fifth section on the upper side using a crawler crane 3 placed on the ground. An upper main beam 4 is attached to the top of the structure,
A jib crane 5 is installed on this upper main beam 4 using a crawler crane 3. Thereafter, the jib crane 5 is used to lift and install other members constituting the structure, and to take in equipment.

発明が解決しようとする問題点 ところで、従来のボイラ鉄骨の組立方法は、構漬物の上
部に地上からクローラクレーン3を使ってノブクレーン
5を設置する方法を採用しており、ノブクレーン5を設
置する場所が高所であるため、非常に危険な高所作業を
伴い、安全性に問題を生じるとともに作業能率を低下さ
せることにもなっていた。従って、作業の合理化を行う
とともに、安全にジブクレーンの設置が行なえる工法の
提供が望まれていた。
Problems to be Solved by the Invention By the way, the conventional method of assembling a boiler steel frame employs a method of installing a knob crane 5 from the ground using a crawler crane 3 on top of a structure. Because the work is carried out at high places, it involves extremely dangerous work at high places, which poses safety problems and reduces work efficiency. Therefore, it has been desired to provide a construction method that can streamline the work and safely install the jib crane.

問題点を解決するための手段 このような問題点を解決するために、本発明では、ボイ
ラ鉄骨柱を組立てる第1の工程と、ボイラ鉄骨柱の上部
に周辺部の上部梁を取付ける第2の工程と、前記周辺部
の上部梁の内側に設置される内側上部梁を地上で組立て
る第3の工程と、前記内側上部梁の上にジブクレーンを
設置する第4の工程と、前記内側上部梁にこの上部梁と
直交する方向に副梁を取付けろ第5の工程と、前記ボイ
ラ鉄骨柱の上部に仮設ビームおよび油圧ジヤツキを設置
する第6の工程と、前記油圧ジヤツキと内側」二部梁と
を吊上げロッドで連結し府記第3乃至第5の工程により
組仏てられたジブクレーンを含む内側上部梁を前記ボイ
ラ鉄骨柱上部の所定位置まで吊上げる第7の工程と、こ
の第7の工程により吊上げられた内側上部梁をボイラ鉄
骨柱上部の所定位置に設定した後ジブクレーン用走行レ
ールおよびストッパを取付ける第8の工程とから成ろボ
イラ鉄骨の組立方法を提供している。
Means for Solving the Problems In order to solve these problems, the present invention includes a first step of assembling a boiler steel column, and a second step of attaching a peripheral upper beam to the top of the boiler steel column. a third step of assembling on the ground an inner upper beam installed inside the upper inner beam of the peripheral section; a fourth step of installing a jib crane on the inner upper beam; a fifth step of installing a secondary beam in a direction perpendicular to the upper beam; a sixth step of installing a temporary beam and a hydraulic jack on the top of the boiler steel column; a seventh step in which the inner upper beam including the jib crane assembled in the third to fifth steps of Fuji is connected with a lifting rod to a predetermined position above the boiler steel column; A method for assembling a boiler steel frame is provided, which comprises an eighth step of setting the inner upper beam lifted by the above at a predetermined position on the upper part of the boiler steel column, and then attaching a jib crane running rail and a stopper.

作用 上記のように、本発明では、高所でのジブクレーンの組
立て作業を廃止して、ボイラ鉄骨の」二部梁を地上で組
立ててその上にジブクレーンを設置した後、これらを一
体にしてボイラ鉄骨上部に吊上げる工法を採用したので
、作業の安全性を向上するとともに作業能率の向上にも
大きく寄与することができる。
As described above, in the present invention, the work of assembling the jib crane at a high place is eliminated, and the two-part beam of the boiler steel frame is assembled on the ground, the jib crane is installed on it, and then these are integrated into the boiler. We adopted a method of hoisting it onto the top of the steel frame, which not only improves work safety, but also greatly contributes to improving work efficiency.

実施例 以下本発明に係るボイラ鉄骨の組立方法の一実施例を第
1図ないし第5図を参照して詳細に説明する。
EXAMPLE Hereinafter, an example of the method for assembling a boiler steel frame according to the present invention will be described in detail with reference to FIGS. 1 to 5.

第(図は、組立てられたボイラ鉄骨構造の概略的な平面
図で、第2図乃至第5図はボイラ鉄骨の組立て工程を示
した第1図のA−A線方向矢視図である。
FIG. 1 is a schematic plan view of the assembled boiler steel structure, and FIGS. 2 to 5 are views taken along the line A--A in FIG. 1, showing the process of assembling the boiler steel frame.

先ず、柱1や梁2から成るボイラ鉄骨柱10を図示して
いない例えばトラッククレーンのような地」二に配置し
た大型重機を使って下側から上側へ向けて順次組立てて
いく。次に、ボイラ鉄骨柱10の上部に、周辺部に位置
する上部梁11,12.13を取付ける。次に、上部梁
の残りの部分すなわち周辺部の上部梁11.12.13
の内側に配置される内側上部梁14.15.16.17
を地上で組立てる。ここまでの工程が第2図に示されて
いる。
First, a boiler steel column 10 consisting of columns 1 and beams 2 is assembled sequentially from the bottom to the top using a large heavy machine such as a truck crane (not shown) placed on the ground. Next, the upper beams 11, 12, and 13 located at the periphery are attached to the upper part of the boiler steel column 10. Next, the remaining part of the upper beam, that is, the peripheral upper beam 11.12.13
Inner upper beam 14.15.16.17 placed inside the
Assemble on the ground. The steps up to this point are shown in FIG.

内側上部梁14〜17の組立が終わったら、その上にジ
ブクレーン5を設置する作業を実施する。ジブクレーン
5の設置が完了すると、法令に基づく官庁の検査を受け
る。この検査は地上で内側上部梁■4〜17上に設置さ
れた状態で受けることができる。官庁検査の完了後、ジ
ブクレーン5を利用して、内側上部梁14〜17にこの
上部梁と直交する方向に、副梁18.19.20.21
を取付ける。
After the inner upper beams 14 to 17 are assembled, the jib crane 5 is installed thereon. When the installation of the jib crane 5 is completed, it is inspected by a government agency based on laws and regulations. This inspection can be taken on the ground while installed on the inner upper beams 4 to 17. After the government inspection is completed, the jib crane 5 is used to install the secondary beams 18, 19, 20, 21 on the inner upper beams 14 to 17 in a direction perpendicular to the upper beams.
Install.

次に、ボイラ鉄骨柱10の上部両側に夫々仮設ビーム2
2.23および24.25を設置し、その上にiib圧
ジヤツキ26を適宜の数だけ設置する。設置した油圧ジ
ヤツキ26と内側」二部梁14〜17との間に吊上げロ
ッド27を連結する。ここまでの工程が第3図に示され
ている。
Next, temporary beams 2 are installed on both sides of the top of the boiler steel column 10, respectively.
2.23 and 24.25 are installed, and an appropriate number of iib pressure jacks 26 are installed thereon. A lifting rod 27 is connected between the installed hydraulic jack 26 and the inner two-part beams 14 to 17. The steps up to this point are shown in FIG.

次の工程では、油圧ジヤツキ26と吊上げロッド27と
によって、内側上部梁14〜17をジブクレーン5を乗
せたまま一体として上方へ吊上げる。第4図は内側上部
梁14〜17の吊」二げ途上の様子を示した乙のである
In the next step, the inner upper beams 14 to 17 are lifted upward as a unit with the jib crane 5 mounted thereon by the hydraulic jack 26 and the lifting rod 27. Figure 4 shows the inside upper beams 14 to 17 in the process of being lifted up.

内側上部梁14〜I7をボイラ鉄骨柱10の上部の所定
位置まで吊上げて、その位置に設定する作業を実施した
後、ノブクレーン用走行レール28およびストッパ29
を取付けてノブクレーン5のボイラ鉄骨構造物への設置
を完了する。
After lifting the inner upper beams 14 to I7 to a predetermined position above the boiler steel column 10 and setting them at that position, the knob crane running rail 28 and the stopper 29
to complete the installation of the knob crane 5 to the boiler steel structure.

この後は、ノブクレーン5を使用して構造物をの キ、■成ずろ各種の部材や種々姿設備機器の取付けや取
込みを行なう。
After this, the knob crane 5 is used to open the structure, and (1) install and take in various parts and various types of equipment.

発明の効果 以上詳述したように、本発明によれば、ジブクレーン設
置のために大型重機を手配する必要がなくなるとともに
、ジブクレーン組立が地上で行なえるので、高所作業が
なくなり作業の安全性が向上する。また、官庁検査も地
上で受検できるので、安全を推持しかつ検査時間も短縮
できる。更に、内側上部梁をノブクレーンと一体化して
吊上げるので、作業が合理化され作業能率を向上するこ
とができる亀の種々の効果が得られる。
Effects of the Invention As detailed above, according to the present invention, there is no need to arrange large heavy equipment for installing the jib crane, and the jib crane can be assembled on the ground, eliminating work at heights and improving work safety. improves. In addition, government inspections can be taken on the ground, which helps maintain safety and shorten inspection time. Furthermore, since the inner upper beam is lifted integrally with the knob crane, various effects can be obtained, such as streamlining the work and improving work efficiency.

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

第1図は本発明によって組立てられたボイラ鉄骨構造物
を示す概略的な平面図、第2図乃至第5図は本発明の詳
細な説明するために示した第1図のA−A線方向矢視図
、第6図は従来の大型ボイラを建設する際の鉄骨の組立
状況を示した斜視図である。 l・・柱、2・・梁、5・・ジブクレーン、10・・ボ
イラ鉄骨柱、11〜13・・周辺部の上部梁、14〜1
7・・内側上部梁、18〜21・・副梁、22〜25・
・仮設ビーム、26・・油圧ジヤツキ、27・・吊(ほ
か1名)
FIG. 1 is a schematic plan view showing a boiler steel structure assembled according to the present invention, and FIGS. 2 to 5 are taken in the direction of line A-A in FIG. 1 for explaining the present invention in detail. The arrow view and FIG. 6 are perspective views showing how steel frames are assembled when constructing a conventional large boiler. l... Column, 2... Beam, 5... Jib crane, 10... Boiler steel column, 11-13... Upper beam of peripheral area, 14-1
7.Inner upper beam, 18-21.Secondary beam, 22-25.
・Temporary beam, 26. Hydraulic jack, 27. Hanging (1 other person)

Claims (1)

【特許請求の範囲】[Claims] ボイラ鉄骨柱を組立てる第1の工程と、ボイラ鉄骨柱の
上部に周辺部の上部梁を取付ける第2の工程と、前記周
辺部の上部梁の内側に設置される内側上部梁を地上で組
立てる第3の工程と、前記内側上部梁の上にジブクレー
ンを設置する第4の工程と、前記内側上部梁にこの上部
梁と直交する方向に副梁を取付ける第5の工程と、前記
ボイラ鉄骨柱の上部に仮設ビームおよび油圧ジャッキを
設置する第6の工程と、前記油圧ジャッキと内側上部梁
とを吊上げロッドで連結し前記第3乃至第5の工程によ
り組立てられたジブクレーンを含む内側上部梁を前記ボ
イラ鉄骨柱上部の所定位置まで吊上げる第7の工程と、
この第7の工程により吊上げられた内側上部梁をボイラ
鉄骨柱上部の所定位置に設定した後ジブクレーン用走行
レールおよびストッパを取付ける第8の工程とから成る
ボイラ鉄骨の組立方法。
a first step of assembling a boiler steel column; a second step of attaching a peripheral upper beam to the top of the boiler steel column; and a second step of assembling an inner upper beam installed on the inside of the peripheral upper beam on the ground. 3, a fourth step of installing a jib crane on the inner upper beam, a fifth step of installing a sub-beam on the inner upper beam in a direction orthogonal to the upper beam, and a fifth step of installing a jib crane on the inner upper beam, a sixth step of installing a temporary beam and a hydraulic jack on the upper part, and connecting the hydraulic jack and the inner upper beam with a lifting rod to connect the inner upper beam including the jib crane assembled in the third to fifth steps. a seventh step of lifting the boiler steel column to a predetermined position at the top;
A method for assembling a boiler steel frame, which comprises the steps of setting the inner upper beam lifted in the seventh step at a predetermined position on the upper part of the boiler steel column, and then attaching a jib crane traveling rail and a stopper.
JP18264186A 1986-08-05 1986-08-05 Method of assembling boiler steel frame Pending JPS6338802A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP18264186A JPS6338802A (en) 1986-08-05 1986-08-05 Method of assembling boiler steel frame

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP18264186A JPS6338802A (en) 1986-08-05 1986-08-05 Method of assembling boiler steel frame

Publications (1)

Publication Number Publication Date
JPS6338802A true JPS6338802A (en) 1988-02-19

Family

ID=16121850

Family Applications (1)

Application Number Title Priority Date Filing Date
JP18264186A Pending JPS6338802A (en) 1986-08-05 1986-08-05 Method of assembling boiler steel frame

Country Status (1)

Country Link
JP (1) JPS6338802A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2013019110A (en) * 2011-07-07 2013-01-31 Ihi Corp Assembly method of steel frame main column of tower boiler building

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2013019110A (en) * 2011-07-07 2013-01-31 Ihi Corp Assembly method of steel frame main column of tower boiler building

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