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JP3971285B2 - Frame structure - Google Patents
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JP3971285B2 - Frame structure - Google Patents

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Publication number
JP3971285B2
JP3971285B2 JP2002309654A JP2002309654A JP3971285B2 JP 3971285 B2 JP3971285 B2 JP 3971285B2 JP 2002309654 A JP2002309654 A JP 2002309654A JP 2002309654 A JP2002309654 A JP 2002309654A JP 3971285 B2 JP3971285 B2 JP 3971285B2
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Japan
Prior art keywords
existing
air preheater
load
frame structure
frame
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
JP2002309654A
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Japanese (ja)
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JP2004143802A (en
Inventor
進 鍋岡
長計 松谷
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GE Vernova GmbH
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Alstom Technology AG
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
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Priority to JP2002309654A priority Critical patent/JP3971285B2/en
Priority to CNB200380100168XA priority patent/CN100387895C/en
Priority to AU2003277513A priority patent/AU2003277513B2/en
Priority to PCT/JP2003/013512 priority patent/WO2004038277A1/en
Publication of JP2004143802A publication Critical patent/JP2004143802A/en
Application granted granted Critical
Publication of JP3971285B2 publication Critical patent/JP3971285B2/en
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    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16MFRAMES, CASINGS OR BEDS OF ENGINES, MACHINES OR APPARATUS, NOT SPECIFIC TO ENGINES, MACHINES OR APPARATUS PROVIDED FOR ELSEWHERE; STANDS; SUPPORTS
    • F16M1/00Frames or casings of engines, machines or apparatus; Frames serving as machinery beds

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  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Air Supply (AREA)

Description

【0001】
【発明の属する技術分野】
本発明は、柱部材と梁部材とを組み立ててなる架構上に設置された既設機器を形式の異なる新設機器に取り替えるための架構構造に関するものである。
【0002】
【従来の技術】
一般に、ボイラプラントにおいては、ボイラ本体から排出される排ガスの熱によってボイラ本体へ導入される空気を予熱するための空気予熱器が設置されるが、該空気予熱器としては主に、エレメント固定式の空気予熱器(いわゆるローテミューレ式空気予熱器)と、エレメント回転式の空気予熱器(いわゆるユングストローム式空気予熱器)とが採用されている。
【0003】
図4は既設機器としてエレメント固定式の空気予熱器が設置された架構の一例を表わす平面図であって、立設される柱部材1,2の間に、梁部材3,4,5を掛け渡すように設けることにより、架構6を構成し、該架構6上に、既設機器としてのエレメント固定式の空気予熱器7を、その荷重支持点P1が梁部材4上に位置するよう設置したものである。尚、図4中、4aは梁部材4上に設置されたレベル調整用のライナであり、該ライナ4a上にエレメント固定式の空気予熱器7が載置されるようになっている。
【0004】
前述の如き架構6においては、荷重支持点P1に作用する既設機器としてのエレメント固定式の空気予熱器7の荷重は、梁部材4から梁部材3,5を介して柱部材1,2の脚部に伝えられ、基礎荷重として基礎(図示せず)へ作用するようになっている。
【0005】
ところで、既設機器としてのエレメント固定式の空気予熱器7を、新設機器としてエレメント回転式の空気予熱器に取り替えようとした場合、該空気予熱器の構造上、その荷重支持点が変わるため、通常の考え方では、既設の梁部材4,5を取り外して別の梁部材を追設し、柱部材1,2の脚部に伝えられる基礎荷重が改造前の建設当初の状態と同等になるようにすることになる。
【0006】
尚、このような工事は、従来、全く行われておらず、公知となっている特許文献は存在していない。
【0007】
【発明が解決しようとする課題】
しかしながら、前述の如く、既設の梁部材4,5を取り外して別の梁部材を追設するのでは、柱部材1,2の脚部に伝えられる基礎荷重を改造前の建設当初の状態と全く同じにすることは困難となる一方、架構6内における限られた狭い空間での梁通しとなるため、追設する梁部材のレベルは、既設の梁部材3より高くせざるを得ず、しかも、新設機器としてのエレメント回転式の空気予熱器の荷重支持点に発生する長期並びに短期の水平力に対し水平トラス等を外側に張り出すように設けなければならず、既設のメンテナンス足場(図示せず)が使用できなくなるという不具合を有していた。
【0008】
本発明は、斯かる実情に鑑み、既設の梁部材を残して、柱部材の脚部に伝えられる基礎荷重を改造前の建設当初の状態と全く同じにすることができ、又、既設のメンテナンス足場をそのまま活用し得る架構構造を提供しようとするものである。
【0009】
【課題を解決するための手段】
本発明は、柱部材と梁部材とを組み立ててなる架構上に設置された既設機器を形式の異なる新設機器に取り替えるための架構構造であって、
架構上の既設の梁部材における既設機器の荷重支持点に対し、既設のライナとレベル調整用のライナとを介してリング梁を載置し、該リング梁上に新設機器を設置することにより、前記リング梁上に作用する新設機器の荷重を前記梁部材における既設機器の荷重支持点へ伝達するよう構成したことを特徴とする架構構造にかかるものである。
【0010】
上記手段によれば、以下のような作用が得られる。
【0011】
新設機器の荷重は、架構上の既設の梁部材における既設機器の荷重支持点に対し、既設のライナとレベル調整用のライナとを介して架構上に載置されたリング梁を介して伝達されるため、既設の梁部材を取り外して別の梁部材を追設するのとは異なり、柱部材の脚部に伝えられる基礎荷重が改造前の建設当初の状態とほぼ同じとなる。
【0012】
前記架構構造においては、リング梁の断面形状をボックス形状とすることができ、このようにすると、新設機器としてのエレメント回転式の空気予熱器の荷重支持点に発生する長期並びに短期の水平力に対し水平トラス等を外側に張り出すように設けなくて済み、既設のメンテナンス足場が使用可能となる。
【0013】
又、前記架構構造においては、既設機器をエレメント固定式の空気予熱器とし、新設機器をエレメント回転式の空気予熱器とすることができる。
【0014】
【発明の実施の形態】
以下、本発明の実施の形態を図示例と共に説明する。
【0015】
図1〜図3は本発明を実施する形態の一例であって、図中、図4と同一の符号を付した部分は同一物を表わしており、基本的な構成は図4に示す従来のものと同様であるが、本図示例の特徴とするところは、図1〜図3に示す如く、架構6上における既設機器としてのエレメント固定式の空気予熱器7の荷重支持点P1に対し新設機器としてのエレメント回転式の空気予熱器8の荷重を伝達するリング梁9を備えた点にある。
【0016】
本図示例の場合、前記新設機器としてのエレメント回転式の空気予熱器8の荷重は、リング梁9上における荷重支持点P2に作用する形となっているが、図2及び図3に示す如く、既設の梁部材4における前記エレメント固定式の空気予熱器7の荷重支持点P1に対し、既設のライナ4aとレベル調整用のライナ10とを介してリング梁9を載置することにより、前記荷重支持点P2に作用する荷重を架構6の既設の梁部材4へ伝達するようにしてある。
【0017】
又、前記リング梁9の断面形状は、図2及び図3に示す如く、ボックス形状とし、その内部における前記荷重支持点P1の対応箇所には、補強リブ11を取り付けると共に、内面側には、必要に応じて裏当金12を取り付けるようにしてある。
【0018】
次に、上記図示例の作用を説明する。
【0019】
新設機器としてのエレメント回転式の空気予熱器8の荷重は、リング梁9上における荷重支持点P2に作用するが、該リング梁9を介して、架構6上における既設機器としてのエレメント固定式の空気予熱器7の荷重支持点P1に対し伝達されるため、既設の梁部材4,5を取り外して別の梁部材を追設するのとは異なり、柱部材1,2の脚部に伝えられる基礎荷重が改造前の建設当初の状態とほぼ同じとなる。
【0020】
しかも、本図示例においては、リング梁9の断面形状をボックス形状としてあるため、新設機器としてのエレメント回転式の空気予熱器8の荷重支持点P2に発生する長期並びに短期の水平力に対し水平トラス等を外側に張り出すように設けなくて済み、既設のメンテナンス足場(図示せず)が使用可能となる。
【0021】
こうして、既設の梁部材4,5を残して、柱部材1,2の脚部に伝えられる基礎荷重を改造前の建設当初の状態とほぼ同じにすることができ、又、既設のメンテナンス足場をそのまま活用し得る。
【0022】
尚、本発明の架構構造は、上述の図示例にのみ限定されるものではなく、本発明の要旨を逸脱しない範囲内において種々変更を加え得ることは勿論である。
【0023】
【発明の効果】
以上、説明したように本発明の架構構造によれば、既設の梁部材を残して、柱部材の脚部に伝えられる基礎荷重を、既設機器と異なる荷重支持点を有する新設機器を設置しても、改造前の建設当初の状態とほぼ同じにすることができ、又、既設のメンテナンス足場をそのまま活用し得るという優れた効果を奏し得る。
【図面の簡単な説明】
【図1】本発明を実施する形態の一例の平面図である。
【図2】本発明を実施する形態の一例におけるリング梁の部分断面図であって、図1のII−II断面相当図である。
【図3】図2のIII−III矢視図である。
【図4】既設機器としてのエレメント固定式の空気予熱器が設置された架構の一例を表わす平面図である。
【符号の説明】
1 柱部材
2 柱部材
3 梁部材
4 梁部材
5 梁部材
6 架構
7 エレメント固定式の空気予熱器(既設機器)
8 エレメント回転式の空気予熱器(新設機器)
9 リング梁
P1 荷重支持点
P2 荷重支持点
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to a frame structure for replacing an existing device installed on a frame formed by assembling a column member and a beam member with a new device of a different type.
[0002]
[Prior art]
Generally, in a boiler plant, an air preheater for preheating air introduced into the boiler body by the heat of exhaust gas discharged from the boiler body is installed. The air preheater is mainly an element fixed type. Air preheaters (so-called Rotemulet type air preheaters) and element rotation type air preheaters (so-called Jungstrom type air preheaters) are employed.
[0003]
FIG. 4 is a plan view showing an example of a frame in which an element-fixed air preheater is installed as existing equipment, and beam members 3, 4, 5 are hung between standing column members 1, 2. A frame 6 is constructed by providing it so that it is handed over. An element-fixed air preheater 7 as an existing device is installed on the frame 6 so that its load support point P1 is positioned on the beam member 4. It is. In FIG. 4, reference numeral 4a denotes a level adjusting liner installed on the beam member 4, and an element fixed air preheater 7 is placed on the liner 4a.
[0004]
In the frame 6 as described above, the load of the element-fixed air preheater 7 as the existing equipment acting on the load support point P1 is applied to the legs of the column members 1 and 2 from the beam member 4 through the beam members 3 and 5. It is transmitted to the part and acts on the foundation (not shown) as a foundation load.
[0005]
By the way, when an element-fixed air preheater 7 as an existing device is replaced with an element rotary air preheater as a new device, the load support point changes due to the structure of the air preheater. In this concept, the existing beam members 4 and 5 are removed and another beam member is added, so that the basic load transmitted to the legs of the column members 1 and 2 is equivalent to the original state before construction. Will do.
[0006]
Such construction has not been performed at all, and there is no known patent document.
[0007]
[Problems to be solved by the invention]
However, as described above, when the existing beam members 4 and 5 are removed and another beam member is additionally installed, the basic load transmitted to the leg portions of the column members 1 and 2 is completely different from the original state before construction. While it is difficult to make the same, the beam passing through the limited space in the frame 6 is limited, so the level of the beam member to be additionally installed must be higher than that of the existing beam member 3, and In addition, a horizontal truss or the like must be provided to project outward against the long-term and short-term horizontal force generated at the load support point of the element rotary air preheater as a new equipment. )) Could not be used.
[0008]
In view of such a situation, the present invention can leave the existing beam member to make the basic load transmitted to the leg portion of the column member exactly the same as the original state before the modification, and can maintain the existing maintenance. It is intended to provide a frame structure that can be used as it is.
[0009]
[Means for Solving the Problems]
The present invention is a frame structure for replacing existing equipment installed on a frame constructed by assembling column members and beam members with new equipment of a different type,
By placing the ring beam via the existing liner and the level adjusting liner on the load support point of the existing equipment on the existing beam member on the frame , and installing the new equipment on the ring beam, The frame structure according to the present invention is configured to transmit the load of the new equipment acting on the ring beam to the load support point of the existing equipment on the beam member .
[0010]
According to the above means, the following operation can be obtained.
[0011]
The load of the new equipment is transmitted to the load support point of the existing equipment on the existing beam members on the frame via the ring beam placed on the structure via the existing liner and the level adjustment liner. Therefore, unlike the case where an existing beam member is removed and another beam member is additionally installed, the foundation load transmitted to the leg portion of the column member is substantially the same as the initial state before the modification.
[0012]
In the frame structure, the cross-sectional shape of the ring beam can be made into a box shape. In this way, the long-term and short-term horizontal force generated at the load support point of the element rotary air preheater as a new equipment can be reduced. On the other hand, it is not necessary to provide a horizontal truss or the like so as to protrude outward, and an existing maintenance scaffold can be used.
[0013]
In the frame structure, the existing equipment can be an element-fixed air preheater, and the new equipment can be an element rotary air preheater.
[0014]
DETAILED DESCRIPTION OF THE INVENTION
Hereinafter, embodiments of the present invention will be described together with illustrated examples.
[0015]
1 to 3 show an example of an embodiment of the present invention. In the figure, the same reference numerals as those in FIG. 4 denote the same components, and the basic configuration is the conventional configuration shown in FIG. As shown in FIGS. 1 to 3, the feature of the illustrated example is that it is newly installed with respect to the load support point P1 of the element-fixed air preheater 7 as the existing equipment on the frame 6, as shown in FIGS. It is in the point which provided the ring beam 9 which transmits the load of the element rotary type air preheater 8 as an apparatus.
[0016]
In the case of this illustrated example, the load of the element rotating type air preheater 8 as the new equipment is applied to the load support point P2 on the ring beam 9, but as shown in FIGS. The ring beam 9 is placed on the load support point P1 of the element-fixed air preheater 7 in the existing beam member 4 via the existing liner 4a and the level adjusting liner 10. The load acting on the load support point P2 is transmitted to the existing beam member 4 of the frame 6.
[0017]
The ring beam 9 has a box-shaped cross section as shown in FIGS. 2 and 3, and a reinforcing rib 11 is attached to the inside of the ring beam 9 corresponding to the load support point P1. A backing metal 12 is attached as necessary.
[0018]
Next, the operation of the illustrated example will be described.
[0019]
The load of the element rotating type air preheater 8 as the new equipment acts on the load support point P2 on the ring beam 9, but the element fixed type as the existing equipment on the frame 6 via the ring beam 9. Since it is transmitted to the load support point P1 of the air preheater 7, it is transmitted to the leg portions of the column members 1 and 2, unlike the case where the existing beam members 4 and 5 are removed and another beam member is additionally installed. The foundation load is almost the same as the original construction before remodeling.
[0020]
In addition, in the illustrated example, the ring beam 9 has a box-shaped cross section, so that the horizontal and short-term horizontal forces generated at the load support point P2 of the element rotary air preheater 8 as a new equipment are horizontal. It is not necessary to provide a truss or the like so as to project outward, and an existing maintenance scaffold (not shown) can be used.
[0021]
In this way, the existing load members 4 and 5 can be left, and the basic load transmitted to the legs of the column members 1 and 2 can be made substantially the same as the original construction before the modification, and the existing maintenance scaffold can be used. Can be used as is.
[0022]
It should be noted that the frame structure of the present invention is not limited to the illustrated examples described above, and it is needless to say that various modifications can be made without departing from the scope of the present invention.
[0023]
【The invention's effect】
As described above, according to the frame structure of the present invention, the existing load member is left and the basic load transmitted to the leg portion of the column member is installed by installing new equipment having a load support point different from that of the existing equipment. also, it can be substantially the same as the beginning of the construction of the state before the remodeling, also, an excellent effect of being able to directly take advantage of the existing maintenance scaffolding.
[Brief description of the drawings]
FIG. 1 is a plan view of an example of an embodiment for carrying out the present invention.
FIG. 2 is a partial cross-sectional view of a ring beam according to an example of an embodiment of the present invention, corresponding to a cross section taken along the line II-II in FIG.
FIG. 3 is a view taken in the direction of arrows III-III in FIG. 2;
FIG. 4 is a plan view showing an example of a frame in which an element fixed type air preheater as an existing device is installed.
[Explanation of symbols]
1 Column member 2 Column member 3 Beam member 4 Beam member 5 Beam member 6 Frame 7 Element fixed type air preheater (existing equipment)
8 Element rotary air preheater (new equipment)
9 Ring beam P1 Load support point P2 Load support point

Claims (3)

柱部材と梁部材とを組み立ててなる架構上に設置された既設機器を形式の異なる新設機器に取り替えるための架構構造であって、
架構上の既設の梁部材における既設機器の荷重支持点に対し、既設のライナとレベル調整用のライナとを介してリング梁を載置し、該リング梁上に新設機器を設置することにより、前記リング梁上に作用する新設機器の荷重を前記梁部材における既設機器の荷重支持点へ伝達するよう構成したことを特徴とする架構構造。
A frame structure for replacing existing equipment installed on a frame constructed by assembling column members and beam members with new equipment of a different type,
By placing the ring beam via the existing liner and the level adjusting liner on the load support point of the existing equipment on the existing beam member on the frame , and installing the new equipment on the ring beam, A frame structure characterized in that a load of a new device acting on the ring beam is transmitted to a load support point of an existing device on the beam member .
リング梁の断面形状をボックス形状とした請求項1記載の架構構造。  The frame structure according to claim 1, wherein the cross-sectional shape of the ring beam is a box shape. 既設機器をエレメント固定式の空気予熱器とし、新設機器をエレメント回転式の空気予熱器とした請求項1又は2記載の架構構造。  The frame structure according to claim 1 or 2, wherein the existing equipment is an element fixed air preheater, and the new equipment is an element rotary air preheater.
JP2002309654A 2002-10-24 2002-10-24 Frame structure Expired - Fee Related JP3971285B2 (en)

Priority Applications (4)

Application Number Priority Date Filing Date Title
JP2002309654A JP3971285B2 (en) 2002-10-24 2002-10-24 Frame structure
CNB200380100168XA CN100387895C (en) 2002-10-24 2003-10-23 Architecture
AU2003277513A AU2003277513B2 (en) 2002-10-24 2003-10-23 Frame structure
PCT/JP2003/013512 WO2004038277A1 (en) 2002-10-24 2003-10-23 Frame structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2002309654A JP3971285B2 (en) 2002-10-24 2002-10-24 Frame structure

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Publication Number Publication Date
JP2004143802A JP2004143802A (en) 2004-05-20
JP3971285B2 true JP3971285B2 (en) 2007-09-05

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JP (1) JP3971285B2 (en)
CN (1) CN100387895C (en)
AU (1) AU2003277513B2 (en)
WO (1) WO2004038277A1 (en)

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DE3348099C2 (en) * 1983-10-03 1994-10-20 Wahlco Power Products Inc Device for preheating a stream of combustion air
JPH05179809A (en) * 1992-01-07 1993-07-20 Ishikawajima Harima Heavy Ind Co Ltd How to install a call bunker
JPH06322888A (en) * 1993-05-18 1994-11-22 Nippon Steel Corp U-sectional girder-beam reinforced by parallel cables
JPH11159704A (en) * 1997-11-27 1999-06-15 Ishikawajima Harima Heavy Ind Co Ltd Installation method of pressurized fluidized bed boiler
CN2440849Y (en) * 2000-08-17 2001-08-01 杨家宏 Combined fine-tuning self-service water adding device

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JP2004143802A (en) 2004-05-20
AU2003277513B2 (en) 2009-10-01
AU2003277513A1 (en) 2004-05-13
WO2004038277A1 (en) 2004-05-06
CN100387895C (en) 2008-05-14

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