JP2016067990A - Electric dust collector reinforcement structure and electric dust collector - Google Patents

Electric dust collector reinforcement structure and electric dust collector Download PDF

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JP2016067990A
JP2016067990A JP2014198569A JP2014198569A JP2016067990A JP 2016067990 A JP2016067990 A JP 2016067990A JP 2014198569 A JP2014198569 A JP 2014198569A JP 2014198569 A JP2014198569 A JP 2014198569A JP 2016067990 A JP2016067990 A JP 2016067990A
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reinforcing
column
electrostatic precipitator
dust collector
electric dust
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JP6382049B2 (en
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植月 康之
Yasuyuki Uetsuki
康之 植月
清水 弘
Hiroshi Shimizu
弘 清水
智之 城田
Tomoyuki Shirota
智之 城田
吉田 武史
Takeshi Yoshida
武史 吉田
淳一 中元
Junichi Nakamoto
淳一 中元
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Mitsubishi Heavy Industries Machinery Systems Co Ltd
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Mitsubishi Heavy Industries Mechatronics Systems Ltd
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Abstract

PROBLEM TO BE SOLVED: To provide an electric dust collector reinforcement structure capable of comparatively easily performing reinforcement and securing a necessary bearing force and to provide an electric dust collector.SOLUTION: An electric dust collector reinforcement structure includes: a column material 8 and a beam material 9 bearing a load to an electric dust collector; and a reinforcement material 11 for a column and a reinforcement material 12 for the beam disposed at the column material 8 and the beam material 9 caused with defective parts and connected to the column material 8 and the beam material 9 at positions out of the defective parts. The reinforcement material 11 for the column and the reinforcement material 12 for the beam have strength capable of enduring stress and deformation caused by the load to the electric dust collector by the column material 8, the beam material 9, the reinforcement material 11 for the column and the reinforcement material 12 for the beam even when the transmission of a force does not occur in the vicinity of the defective parts of the column material 8 and the beam material 9.SELECTED DRAWING: Figure 2

Description

本発明は、電気集塵装置の構造体を補強する電気集塵装置補強構造及び電気集塵装置に関するものである。   The present invention relates to an electrostatic precipitator reinforcement structure for reinforcing a structure of an electrostatic precipitator and an electrostatic precipitator.

電気集塵装置(EP:Electrostatic Precipitator)は、排ガスや空気に含まれる煤塵粒子(ダスト、粒子状物質などとも呼ばれる。)を煙突等から大気に放出する前に除去する。電気集塵装置は、粒子を帯電させる放電電極と、放電電極に対向して配置される集塵電極などを備える。放電電極でコロナ放電が生じることによって、ガス分子がイオン化し、排ガス等に含まれる粒子は、電極間の電界中を通過すると荷電される。そして、帯電した粒子は、集塵電極に捕集される。   An electrostatic precipitator (EP) removes dust particles (also called dust, particulate matter, etc.) contained in exhaust gas or air before they are released from a chimney to the atmosphere. The electric dust collector includes a discharge electrode that charges particles, a dust collection electrode that is disposed to face the discharge electrode, and the like. When corona discharge is generated at the discharge electrode, gas molecules are ionized, and particles contained in the exhaust gas and the like are charged when passing through the electric field between the electrodes. The charged particles are collected by the dust collecting electrode.

プラント等に設置される処理ガス量が比較的多い電気集塵装置は、H形鋼を溶接等によって組み合わせた鉄骨構造を構造体としている。特許文献1では、電気集塵装置屋根の構築工法に関する発明であって、電気集塵装置の屋根を含む建屋が鉄骨枠組みで形成される点が記載されている。   An electrostatic precipitator with a relatively large amount of processing gas installed in a plant or the like has a steel structure obtained by combining H-shaped steels by welding or the like. Patent Document 1 describes an invention relating to a construction method of an electrostatic precipitator roof, in which a building including the roof of the electrostatic precipitator is formed with a steel frame.

特開平10−8754号公報(段落[0002],[0003])JP 10-8754 A (paragraphs [0002], [0003])

電気集塵装置の構造体であるH形鋼は、ガスが流通する本体内で、ガスに直接接触するように露出している。そして、外面側で外気に接触する位置に設けられたH形鋼は、比較的低温の空気に晒されているとき、内面側で結露が生じるため、酸露点腐食が発生する。そのため、電気集塵装置の長年の運用に伴い、H形鋼が腐食劣化し、最終的に消失していくという問題がある。図9は、壁材10の取り合いに設けられたH形鋼の柱材8を示し、図10は、H形鋼の梁材9を示す。H形鋼の腐食劣化により、図9及び図10に示すように欠損部Lが発生する。   The H-section steel, which is the structure of the electric dust collector, is exposed so as to be in direct contact with the gas in the main body through which the gas flows. And when the H-section steel provided in the position which contacts outside air on the outer surface side is exposed to relatively low temperature air, dew condensation occurs on the inner surface side, so that acid dew point corrosion occurs. Therefore, with the long-time operation of the electrostatic precipitator, there is a problem that the H-shaped steel is deteriorated by corrosion and eventually disappears. FIG. 9 shows an H-section steel column member 8 provided in the wall material 10, and FIG. 10 shows an H-section steel beam member 9. Due to the corrosion degradation of the H-shaped steel, a defect L is generated as shown in FIGS.

従来、H形鋼の腐食劣化に対し、図9に示すように、H形鋼の劣化部分に鋼板20を接合して、H形鋼を補修していた。図9の2点鎖線は、鋼板20を接合した際に残存していたH形鋼を示す。しかし、鋼板20の接合は、あくまでもH形鋼に対する補修であり、H形鋼の劣化が進行すると欠損部Lが広がり、接合した鋼板20が剥離してしまう。また、鋼板20を接合したとしても、電気集塵装置全体の構造耐力を考慮した接合が行われているとは限らず、電気集塵装置の構造体としての構造耐力を確保できているわけではない。   Conventionally, as shown in FIG. 9, the steel plate 20 is joined to the deteriorated portion of the H-section steel to repair the H-section steel against the corrosion deterioration of the H-section steel. A two-dot chain line in FIG. 9 indicates the H-section steel remaining when the steel plate 20 is joined. However, the joining of the steel plate 20 is a repair to the H-shaped steel to the last, and when the deterioration of the H-shaped steel proceeds, the defect portion L spreads and the joined steel plate 20 is peeled off. Moreover, even if the steel plate 20 is joined, the joining considering the structural strength of the entire electrostatic precipitator is not necessarily performed, and the structural strength as the structure of the electrostatic precipitator cannot be secured. Absent.

また、電気集塵装置の柱や梁などの構造体を新たに設置し直そうとすると、内部に収容されている集塵電極や放電電極を撤去しなければならず、工事期間が長期化し、コストも上昇するという問題がある。   Also, when trying to newly install structures such as columns and beams of the electrostatic precipitator, it is necessary to remove the dust collection electrode and discharge electrode housed inside, and the construction period becomes longer, There is a problem that the cost increases.

本発明は、このような事情に鑑みてなされたものであって、比較的簡易に補強を行うことができ、かつ、必要な耐力を確保することが可能な電気集塵装置補強構造及び電気集塵装置を提供することを目的とする。   The present invention has been made in view of such circumstances, and it is possible to reinforce relatively easily and to provide an electrostatic precipitator reinforcement structure and an electric current collector that can ensure necessary proof strength. An object is to provide a dust device.

上記課題を解決するために、本発明の電気集塵装置補強構造及び電気集塵装置は以下の手段を採用する。
すなわち、本発明に係る電気集塵装置補強構造は、電気集塵装置にかかる力を負担する構造材と、欠損部が生じた前記構造材に設けられ、前記欠損部から外れた位置で前記構造材と接続された補強材とを備え、前記補強材は、前記構造材の前記欠損部近傍で力の伝達が生じない場合でも、前記構造材と前記補強材によって、前記電気集塵装置にかかる荷重によって生じる応力及び変形に耐えることが可能な強度を有する。
In order to solve the above problems, the electrostatic precipitator reinforcement structure and the electrostatic precipitator of the present invention employ the following means.
That is, the electrostatic precipitator reinforcing structure according to the present invention is provided in the structural material that bears the force applied to the electrostatic precipitator and the structural member in which the defect portion is generated, and the structure is located at a position away from the defect portion. The reinforcing material is applied to the electric dust collector by the structural material and the reinforcing material even when no force is transmitted in the vicinity of the defect portion of the structural material. It has the strength to withstand the stress and deformation caused by the load.

この構成によれば、構造材に欠損部が生じ、構造材の欠損部近傍で力の伝達が生じない場合でも、補強材が、欠損部近傍から外れた場所で構造材に接続され、かつ、補強材の強度が、欠損部近傍以外の構造材と補強材によって電気集塵装置にかかる荷重により生じる応力及び変形に耐えられる値を有することから、電気集塵装置は、通常必要な耐力を確保している。   According to this configuration, even when a defect portion occurs in the structural material and force transmission does not occur in the vicinity of the defective portion of the structural material, the reinforcing material is connected to the structural material at a place outside the vicinity of the defective portion, and Since the strength of the reinforcing material has a value that can withstand the stress and deformation caused by the load applied to the electrostatic precipitator by the structural material and the reinforcing material other than the vicinity of the defect, the electrostatic precipitator normally secures the necessary proof stress doing.

上記発明において、前記補強材は、前記欠損部の周囲にて、前記構造材の軸線方向に対して平行に設けられる第1部材と、前記構造材と前記第1部材に接続される第2部材とを有してもよい。   In the above invention, the reinforcing material includes a first member provided in parallel to the axial direction of the structural material around the defect portion, and a second member connected to the structural material and the first member. You may have.

この構成によれば、第2部材が構造材に接続され、第1部材が第2部材と接続されつつ、第1部材が欠損部の周囲にて構造材の軸線方向に対して平行に設けられることから、構造材にかかる力は、構造材の欠損部近傍で力の伝達が生じない場合でも、第1部材と第2部材を介して伝達される。   According to this configuration, the second member is connected to the structural material, the first member is connected to the second member, and the first member is provided in parallel to the axial direction of the structural material around the defect portion. Therefore, the force applied to the structural material is transmitted through the first member and the second member even when no force is transmitted in the vicinity of the defect portion of the structural material.

上記発明において、前記構造材は、梁材及び柱材であり、前記補強材は、前記梁材の軸線方向に対して平行に設けられる梁用補強材と、前記柱材の軸線方向に対して平行に設けられる柱用補強材とを備え、前記梁用補強材と前記柱用補強材の少なくともいずれか一方が、前記構造材と接続され、前記梁用補強材と前記柱用補強材が、前記梁材及び前記柱材の接合部近傍で、互いに接続されてもよい。   In the above invention, the structural material is a beam material and a column material, and the reinforcement material is a beam reinforcement material provided in parallel to the axial direction of the beam material, and the axial direction of the column material. Column reinforcing material provided in parallel, at least one of the beam reinforcing material and the column reinforcing material is connected to the structural material, the beam reinforcing material and the column reinforcing material, You may mutually connect in the junction part vicinity of the said beam material and the said column material.

この構成によれば、梁用補強材と柱用補強材の少なくともいずれか一方が、構造材に接続され、梁用補強材と柱用補強材が互いに接続されつつ、梁用補強材と柱用補強材が構造材の軸線方向に対して平行に設けられることから、構造材にかかる力は、構造材の欠損部近傍で力の伝達が生じない場合でも、梁用補強材と柱用補強材を介して伝達される。   According to this configuration, at least one of the beam reinforcing member and the column reinforcing member is connected to the structural material, and the beam reinforcing member and the column reinforcing member are connected to each other while the beam reinforcing member and the column reinforcing member are connected to each other. Since the reinforcing material is provided in parallel to the axial direction of the structural material, the force applied to the structural material can be applied to the beam reinforcing material and the column reinforcing material even when no force is transmitted near the defect portion of the structural material. Is transmitted through.

上記発明において、前記補強材は、横断面形状が四角形であり、前記構造材の周囲を囲むように設置されてもよい。   In the above invention, the reinforcing material may have a quadrangular cross-sectional shape and be installed so as to surround the structure material.

この構成によれば、補強材の横断面形状が四角形であり、補強材が、構造材、すなわち、欠損部を囲むように配置されるため、欠損部の腐食の進行を低減できるとともに、確実に力の伝達が行われ、かつ、力の偏心も生じない。   According to this configuration, the cross-sectional shape of the reinforcing material is a quadrangle, and the reinforcing material is disposed so as to surround the structural material, i.e., the defect portion. Force is transmitted and no eccentricity of force occurs.

上記発明において、前記補強材は、前記欠損部を含む前記構造材の軸線方向に対して平行に設けられ、前記欠損部が生じた前記構造材と接続されてもよい。   In the above invention, the reinforcing material may be provided in parallel to the axial direction of the structural material including the defective portion and connected to the structural material in which the defective portion is generated.

この構成によれば、補強材が構造材に接続されつつ、補強材が、欠損部を含む構造材の軸線方向に対して平行に設けられることから、構造材にかかる力は、構造材の欠損部近傍で力の伝達が生じない場合でも、補強材を介して伝達される。   According to this configuration, since the reinforcing material is provided in parallel to the axial direction of the structural material including the defect portion while the reinforcing material is connected to the structural material, the force applied to the structural material is reduced. Even when no force is transmitted in the vicinity of the portion, the force is transmitted through the reinforcing material.

上記発明において、前記構造材は、H形鋼からなる柱材又は梁材であり、前記補強材は、H形鋼からなり、前記補強材のフランジが、前記構造材のフランジに対向して接続されてもよい。   In the above invention, the structural material is a pillar or beam material made of H-shaped steel, the reinforcing material is made of H-shaped steel, and the flange of the reinforcing material is connected to face the flange of the structural material. May be.

この構成によれば、柱材又は梁材である構造材のH形鋼のフランジが、補強材のH形鋼のフランジに対向して接続され、構造材のH形鋼にかかる力は、構造材の欠損部近傍で力の伝達が生じない場合、補強材のH形鋼を介して伝達される。   According to this configuration, the flange of the H-shaped steel of the structural material that is a column material or a beam is connected to face the flange of the H-shaped steel of the reinforcing material, and the force applied to the H-shaped steel of the structural material is If no force is transmitted in the vicinity of the missing part of the material, the force is transmitted through the H-shaped steel of the reinforcing material.

上記発明において、前記補強材の横断面形状は、前記電気集塵装置内部に設けられた既設の電極と干渉しない形状を有することが望ましい。   In the above invention, it is desirable that the cross-sectional shape of the reinforcing member has a shape that does not interfere with an existing electrode provided inside the electrostatic precipitator.

この構成によれば、補強材が、電気集塵装置内部に設けられた既設の電極と干渉しないため、既設の電極を撤去する必要がなく、大幅な改修が不要である。   According to this configuration, since the reinforcing material does not interfere with the existing electrode provided inside the electrostatic precipitator, it is not necessary to remove the existing electrode, and no major repair is necessary.

上記発明において、前記補強材は、前記電気集塵装置の壁材と隙間なく設けられることが望ましい。   In the above invention, it is desirable that the reinforcing material is provided without a gap from the wall material of the electrostatic precipitator.

この構成によれば、補強材と電気集塵装置の壁材間に隙間が設けられないため、電気集塵装置内部からのガス漏れ又は空気漏れを防止できる。   According to this configuration, since no gap is provided between the reinforcing material and the wall material of the electrostatic precipitator, gas leakage or air leakage from the inside of the electrostatic precipitator can be prevented.

本発明に係る電気集塵装置は、上記の電気集塵装置補強構造を備えている。   The electrostatic precipitator according to the present invention includes the above electrostatic precipitator reinforcement structure.

本発明によれば、電気集塵装置の構造体を比較的簡易に補強することができ、かつ、電気集塵装置に必要な耐力を確保することが可能である。   According to the present invention, it is possible to reinforce the structure of the electrostatic precipitator relatively easily and to ensure the proof stress necessary for the electrostatic precipitator.

本発明の第1実施形態に係る電気集塵装置を示す斜視図である。It is a perspective view which shows the electric dust collector which concerns on 1st Embodiment of this invention. 本発明の第1実施形態に係る電気集塵装置補強構造を示す斜視図である。It is a perspective view showing the electric dust collector reinforcement structure concerning a 1st embodiment of the present invention. 本発明の第1実施形態に係る電気集塵装置補強構造を示す正面図である。It is a front view showing the electric dust collector reinforcement structure concerning a 1st embodiment of the present invention. 本発明の第1実施形態に係る電気集塵装置補強構造を示す横断面図である。It is a cross-sectional view which shows the electrostatic precipitator reinforcement structure which concerns on 1st Embodiment of this invention. 本発明の第1実施形態に係る電気集塵装置補強構造を示す横断面図である。It is a cross-sectional view which shows the electrostatic precipitator reinforcement structure which concerns on 1st Embodiment of this invention. 本発明の第1実施形態に係る電気集塵装置補強構造の梁用補強材を示す縦断面図である。It is a longitudinal cross-sectional view which shows the reinforcing material for beams of the electrostatic precipitator reinforcement structure which concerns on 1st Embodiment of this invention. 本発明の第2実施形態に係る電気集塵装置補強構造を示す斜視図である。It is a perspective view which shows the electrostatic dust collector reinforcement structure which concerns on 2nd Embodiment of this invention. 本発明の第2実施形態に係る電気集塵装置補強構造を示す正面図である。It is a front view which shows the electric dust collector reinforcement structure which concerns on 2nd Embodiment of this invention. 電気集塵装置の構造体の柱材を示す横断面図である。It is a cross-sectional view which shows the pillar material of the structure of an electrical dust collector. 電気集塵装置の構造体の梁材を示す斜視図である。It is a perspective view which shows the beam material of the structure of an electrical dust collector.

[第1実施形態]
まず、本発明の第1実施形態に係る電気集塵装置1について説明する。
本実施形態に係る電気集塵装置1は、例えば、石炭焚きや重油焚きの発電プラントや焼却炉等の産業用燃焼設備の下流側の煙道内に設けられる排ガス処理設備に設置される。また、電気集塵装置1は、産業用燃焼設備以外に、空気浄化設備用フィルタ(例えば、クリーンルーム用空調フィルタ、ウィルス除去用フィルタ等)等にも使用できる。
電気集塵装置1は、ダストやミスト等の粒子を除去するため、粒子を帯電させる放電電極2と、放電電極2に対向して配置される集塵電極3と、集塵電極3に付着した粒子を下部のホッパーに落下させる槌打装置4などを内部に備える(図4参照)。
[First Embodiment]
First, the electric dust collector 1 which concerns on 1st Embodiment of this invention is demonstrated.
The electrostatic precipitator 1 according to the present embodiment is installed in an exhaust gas treatment facility provided in a flue on the downstream side of an industrial combustion facility such as a coal-fired or heavy oil-fired power plant or an incinerator, for example. Moreover, the electrostatic precipitator 1 can be used not only for industrial combustion equipment, but also for air purification equipment filters (for example, clean room air conditioning filters, virus removal filters, etc.).
In order to remove particles such as dust and mist, the electrostatic precipitator 1 is attached to the discharge electrode 2 for charging the particles, the dust collection electrode 3 disposed opposite to the discharge electrode 2, and the dust collection electrode 3. A hammering device 4 or the like for dropping the particles on the lower hopper is provided inside (see FIG. 4).

図1に示すように、電気集塵装置1の構造体5は、通常、鉄骨構造であり、本体部を構成する上部構造6と、本体部を下方で支持する下部構造7に大きく分けることができる。上部構造6の構造材は、柱材8、梁材9及び壁材10などから構成される。また、下部構造7の構造材は、基礎31及び架台32などから構成される。   As shown in FIG. 1, the structure 5 of the electrostatic precipitator 1 is usually a steel structure, and can be roughly divided into an upper structure 6 that constitutes the main body and a lower structure 7 that supports the main body below. it can. The structural material of the upper structure 6 includes a column material 8, a beam material 9, a wall material 10, and the like. The structural material of the lower structure 7 includes a foundation 31 and a gantry 32.

柱材8及び梁材9は、例えば長尺状のH型鋼であって、通常、表面には被覆等が施されていない。本体部の内部は、排ガスが流通しており、柱材8及び梁材9の内面側は、常時、ガスと直接接触している状態にある。外面側で外気に接触する位置にある柱材8及び梁材9のH形鋼は、内部よりも低温の空気に晒されているとき、内面側で結露が生じ、酸露点腐食が発生する。長年運用されている電気集塵装置1では、柱材8及び梁材9のH形鋼において、欠損部Lが生じている(図9及び図10参照)。欠損部Lとは、腐食によってH形鋼のウェブとフランジが薄肉化した部位や、腐食劣化が進行しH形鋼のウェブやフランジが消失した部位をいう。   The column member 8 and the beam member 9 are, for example, long H-shaped steel, and the surface is usually not coated. The exhaust gas is circulating inside the main body, and the inner surfaces of the column member 8 and the beam member 9 are always in direct contact with the gas. When the columnar member 8 and the H-shaped steel of the beam member 9 that are in contact with the outside air on the outer surface side are exposed to air at a lower temperature than the inside, condensation occurs on the inner surface side and acid dew point corrosion occurs. In the electrostatic precipitator 1 that has been operated for many years, a defect L occurs in the H-shaped steel of the column member 8 and the beam member 9 (see FIGS. 9 and 10). The deficient portion L refers to a portion where the H-shaped steel web and the flange are thinned due to corrosion, or a portion where the H-shaped steel web and the flange disappear due to progress of corrosion deterioration.

電気集塵装置1の下部に設置された梁材9では、欠損部Lは、柱材8と柱材8の間の長手方向全てにわたって発生しやすい。柱材8では、欠損部Lは、柱材8の下方、すなわち、梁材9との接続部付近で特に発生しやすい。   In the beam member 9 installed in the lower part of the electric dust collector 1, the defect L is likely to occur over the entire length direction between the column member 8 and the column member 8. In the column member 8, the defect L is particularly likely to occur below the column member 8, that is, near the connection portion with the beam member 9.

欠損部Lが発生すると、柱材8及び梁材9は、欠損部Lが発生していない残りの部分で電気集塵装置1にかかる力を負担する必要があり、欠損部Lの進行状態によっては、電気集塵装置1が倒壊する恐れがある。   When the defect portion L occurs, the column member 8 and the beam member 9 need to bear the force applied to the electrostatic precipitator 1 in the remaining portion where the defect portion L does not occur. The electric dust collector 1 may collapse.

次に、本発明の第1実施形態に係る電気集塵装置1の補強構造について説明する。
補強材は、図2〜図5に示すように、柱材8に対し設けられる柱用補強材11と、梁材9に対し設けられる梁用補強材12とを有する。
Next, the reinforcing structure of the electrostatic precipitator 1 according to the first embodiment of the present invention will be described.
As shown in FIGS. 2 to 5, the reinforcing member includes a column reinforcing member 11 provided for the column member 8 and a beam reinforcing member 12 provided for the beam member 9.

柱用補強材11及び梁用補強材12は、例えば鋼材等の金属材料であり、耐食鋼、ステンレス鋼などを使用すれば、電気集塵装置1の内部に設置される面においても耐食性や耐久性が向上する。   The column reinforcing material 11 and the beam reinforcing material 12 are, for example, metal materials such as steel materials. If corrosion resistant steel, stainless steel, or the like is used, the corrosion resistance and durability of the surface installed inside the electrostatic precipitator 1 are also used. Improves.

柱用補強材11は、柱材8の周囲を囲むように設置される。柱用補強材11は、両端部で連結部14と接続される箱形補強部13と、柱材8と接続される連結部14を有し、箱形補強部13と連結部14は、互いに溶接によって接続される。   The column reinforcing material 11 is installed so as to surround the column material 8. The column reinforcing member 11 has a box-shaped reinforcing portion 13 connected to the connecting portion 14 at both ends, and a connecting portion 14 connected to the column member 8, and the box-shaped reinforcing portion 13 and the connecting portion 14 are mutually connected. Connected by welding.

箱形補強部13の長手方向は、柱材8の軸線方向に対して平行に設けられる。箱形補強部13の横断面形状は、図4及び図5に示すように、例えば四角形であり、柱材8の周囲を囲むように設置される。箱形補強部13は、板材を溶接によって組み合わせてもよいし、断面L字形状又はコ字形状の形鋼を溶接によって組み合わせてもよい。箱形補強部13は、柱材8に対し離隔して配置される。箱形補強部13と柱材8が離隔していることによって、柱用補強材11と梁用補強材12との接続が容易になる。   The longitudinal direction of the box-shaped reinforcing portion 13 is provided in parallel to the axial direction of the column member 8. As shown in FIGS. 4 and 5, the cross-sectional shape of the box-shaped reinforcing portion 13 is, for example, a quadrangle, and is installed so as to surround the periphery of the column member 8. The box-shaped reinforcing portion 13 may be a combination of plate materials by welding, or may be a combination of L-shaped cross-section or U-shaped steel. The box-shaped reinforcing portion 13 is disposed so as to be separated from the pillar material 8. The separation between the box-shaped reinforcing portion 13 and the column member 8 facilitates the connection between the column reinforcing member 11 and the beam reinforcing member 12.

箱形補強部13の横断面形状が四角形であり、図5に示すように、箱形補強部13が、柱材8や、柱材8に生じた欠損部Lを囲むように配置されるため、欠損部Lの腐食の進行を低減できる。また、箱形補強部13が、柱材8の周囲で均等に配置されることによって、確実に力の伝達が行われ、かつ、力の偏心も生じない。   Since the cross-sectional shape of the box-shaped reinforcing portion 13 is a quadrangle, and the box-shaped reinforcing portion 13 is arranged so as to surround the column member 8 and the missing portion L generated in the column member 8, as shown in FIG. The progress of corrosion of the defect L can be reduced. In addition, since the box-shaped reinforcing portions 13 are evenly arranged around the column member 8, force is reliably transmitted and no eccentricity of the force occurs.

連結部14は、一端側で、欠損部Lから外れた位置で柱材8と接続され、他端側で箱形補強部13と接続される。欠損部Lから外れた位置とは、欠陥部Lの腐食等が進行した場合でも、電気集塵装置1の補強工事後の耐久年数以内において、腐食等の欠損が発生しない位置である。また、欠損部Lから外れた位置では、柱材8と連結部14との間で力の伝達が確実に行われる。   The connecting portion 14 is connected to the pillar 8 at a position deviating from the missing portion L on one end side, and connected to the box-shaped reinforcing portion 13 on the other end side. The position deviated from the defect part L is a position where no defect such as corrosion occurs within the durable years after the reinforcement work of the electrostatic precipitator 1 even when the defect part L is corroded. Further, at a position deviated from the defect portion L, force is reliably transmitted between the column member 8 and the connecting portion 14.

連結部14は、板材を溶接によって組み合わせて形成される。連結部14は、例えば、板材が柱材8の軸線方向に対し斜め方向に配置される。   The connecting portion 14 is formed by combining plate materials by welding. As for the connection part 14, a board | plate material is arrange | positioned in the diagonal direction with respect to the axial direction of the pillar material 8, for example.

連結部14が柱材8に接続され、箱形補強部13が連結部14と接続されつつ、箱形補強部13が欠損部Lの周囲にて柱材8の軸線方向に対して平行に設けられることから、柱材8にかかる力は、柱用補強材11の箱形補強部13と連結部14を介して伝達される。   While the connecting portion 14 is connected to the column member 8 and the box-shaped reinforcing portion 13 is connected to the connecting portion 14, the box-shaped reinforcing portion 13 is provided around the defect portion L in parallel to the axial direction of the column member 8. Therefore, the force applied to the column member 8 is transmitted through the box-shaped reinforcing portion 13 and the connecting portion 14 of the column reinforcing member 11.

箱形補強部13と連結部14の接続部分において、力の伝達を考慮して、箱形補強部13と連結部14の接続部に沿って板状のダイヤフラム15が設けられる。ダイヤフラム15は、柱材8とも接続されている。また、箱形補強部13と連結部14の両方にわたって形成される板状のリブ16が設けられてもよい。   A plate-like diaphragm 15 is provided along the connecting portion between the box-shaped reinforcing portion 13 and the connecting portion 14 at the connecting portion between the box-shaped reinforcing portion 13 and the connecting portion 14 in consideration of force transmission. The diaphragm 15 is also connected to the column member 8. Moreover, the plate-shaped rib 16 formed over both the box-shaped reinforcement part 13 and the connection part 14 may be provided.

梁用補強材12は、梁材9の軸線方向に対して平行に設けられる。梁用補強材12の横断面形状は、図2及び図6に示すように、例えば四角形であり、梁材9の周囲を囲むように設置される。梁用補強材12は、平板材を溶接によって組み合わせてもよいし、断面L字形状又はコ字形状の形鋼を溶接によって組み合わせてもよい。梁用補強材12は、梁材9に対し接触して配置されてもよいし、離隔して配置されてもよい。   The beam reinforcing member 12 is provided in parallel to the axial direction of the beam member 9. As shown in FIGS. 2 and 6, the cross-sectional shape of the beam reinforcing member 12 is, for example, a quadrangle, and is installed so as to surround the beam member 9. The beam reinforcing member 12 may be a combination of flat plate members by welding, or may be a combination of L-shaped cross-sections or U-shaped sections. The beam reinforcing member 12 may be disposed in contact with the beam member 9 or may be spaced apart.

梁用補強材12の横断面形状が四角形であり、梁用補強材12が、梁材9や、梁材9に生じた欠損部Lを囲むように配置されるため、欠損部Lの腐食の進行を低減できる。また、梁用補強材12が、梁材9の周囲で均等に配置されることによって、確実に力の伝達が行われ、かつ、力の偏心も生じない。   Since the cross-sectional shape of the beam reinforcing member 12 is a quadrangle, and the beam reinforcing member 12 is disposed so as to surround the beam member 9 and the defect portion L generated in the beam member 9, corrosion of the defect portion L is prevented. Progress can be reduced. In addition, since the beam reinforcing members 12 are evenly arranged around the beam member 9, force is reliably transmitted and no eccentricity of the force occurs.

梁用補強材12は、二つの柱用補強材11の間に配置され、梁用補強材12の端部で柱用補強材11と溶接によって接続される。すなわち、梁用補強材12は、梁材9と直接的に接合されていない。本実施形態では、柱用補強材11は、連結部14の一端側で、欠陥部Lから外れた位置で柱材8と接続されていることから、梁用補強材12も、柱用補強材11を介して、欠陥部Lから外れた位置で柱材8と接続されることになる。   The beam reinforcing member 12 is disposed between the two column reinforcing members 11 and is connected to the column reinforcing member 11 at the end of the beam reinforcing member 12 by welding. That is, the beam reinforcing member 12 is not directly joined to the beam member 9. In the present embodiment, the column reinforcing member 11 is connected to the column member 8 at a position away from the defective portion L on one end side of the connecting portion 14, so that the beam reinforcing member 12 is also the column reinforcing member. 11 is connected to the pillar 8 at a position deviated from the defective portion L.

図2〜図5に示す例では、柱用補強材11と梁用補強材12が、柱材8及び梁材9の接合部近傍で、互いに接続された例を示している。
そして、柱用補強材11のほうが、構造材の柱材8と接続され、柱用補強材11と梁用補強材12が互いに接続される。したがって、柱材8にかかる力は、柱用補強材11と梁用補強材12を介して伝達される。
In the example shown in FIGS. 2 to 5, the column reinforcing material 11 and the beam reinforcing material 12 are connected to each other in the vicinity of the joint portion between the column material 8 and the beam material 9.
The column reinforcing material 11 is connected to the structural column material 8, and the column reinforcing material 11 and the beam reinforcing material 12 are connected to each other. Therefore, the force applied to the column member 8 is transmitted via the column reinforcement member 11 and the beam reinforcement member 12.

柱用補強材11又は梁用補強材12は、欠損部Lが生じた柱材8又は梁材9に対して設けられる。柱用補強材11又は梁用補強材12は、柱材8又は梁材9の欠損部L近傍で力の伝達が生じない場合、柱用補強材11と梁用補強材12と残りの柱材8及び梁材9によって、電気集塵装置1にかかる荷重により生じる応力及び変形に耐えることが可能な強度を有する。すなわち、柱材8又は梁材9に欠損部Lが生じ、柱材8又は梁材9の欠損部L近傍で力の伝達が生じない場合でも、柱用補強材11及び梁用補強材12が、欠損部L近傍から外れた場所で柱材8に接続され、かつ、柱用補強材11及び梁用補強材12の強度が、欠損部L近傍以外の柱用補強材11と梁用補強材12と残りの柱材8及び梁材9によって電気集塵装置1にかかる荷重により生じる応力及び変形に耐えられる値を有することから、電気集塵装置1は、通常必要な耐力を確保している。   The column reinforcing material 11 or the beam reinforcing material 12 is provided for the column material 8 or the beam material 9 in which the defect L is generated. The column reinforcing member 11 or the beam reinforcing member 12 is a column reinforcing member 11, a beam reinforcing member 12, and the remaining column members when no force is transmitted in the vicinity of the defect L of the column member 8 or the beam member 9. 8 and the beam member 9 have a strength capable of withstanding the stress and deformation caused by the load applied to the electrostatic precipitator 1. That is, even when the missing portion L occurs in the column member 8 or the beam member 9 and no force is transmitted near the missing portion L of the column member 8 or the beam member 9, the column reinforcing member 11 and the beam reinforcing member 12 are The column reinforcing material 11 and the beam reinforcing material 12 are connected to the column material 8 at a place deviated from the vicinity of the defective portion L, and the strength of the column reinforcing material 11 and the beam reinforcing material 12 is other than the vicinity of the defective portion L. 12 and the remaining column member 8 and beam member 9 have a value that can withstand the stress and deformation caused by the load applied to the electrostatic precipitator 1, the electrostatic precipitator 1 usually has the necessary proof strength. .

したがって、柱用補強材11及び梁用補強材12によって補強された電気集塵装置1は、柱用補強材11及び梁用補強材12が上述したような強度を有することで、電気集塵装置1は、新設時の構造耐力と同等の構造耐力を保持することができる。   Therefore, the electrostatic precipitator 1 reinforced by the column reinforcing member 11 and the beam reinforcing member 12 is such that the column reinforcing member 11 and the beam reinforcing member 12 have the above-described strength, so that 1 can hold the structural strength equivalent to the structural strength at the time of new installation.

柱用補強材11及び梁用補強材12の強度は、柱材8及び梁材9において発生している腐食の進行具合、全体荷重、地震力等を考慮して決定される。   The strength of the column reinforcing member 11 and the beam reinforcing member 12 is determined in consideration of the progress of corrosion occurring in the column member 8 and the beam member 9, the overall load, the seismic force, and the like.

上述した柱用補強材11と梁用補強材12との接合部分において、図2〜図5に示すように、ダイヤフラム17や、開口部補強材18が設けられる。柱用補強材11には、図5に示すように、梁用補強材12との接続部分において、中心に梁材9が通る開口部19が形成される。   As shown in FIGS. 2 to 5, the diaphragm 17 and the opening reinforcing member 18 are provided at the joint portion between the column reinforcing member 11 and the beam reinforcing member 12 described above. As shown in FIG. 5, the column reinforcing member 11 is formed with an opening 19 through which the beam member 9 passes in the center at a connection portion with the beam reinforcing member 12.

ダイヤフラム17は、板状部材であり、柱用補強材11の外周に沿って設けられる。ダイヤフラム17は、梁用補強材12の上面及び下面それぞれに接続される。   The diaphragm 17 is a plate-like member, and is provided along the outer periphery of the column reinforcing material 11. The diaphragm 17 is connected to each of the upper surface and the lower surface of the beam reinforcing member 12.

開口部補強材18は、たとえば断面L字形状又はコ字形状の形鋼であり、柱用補強材11に形成された開口部19に沿って設けられる。開口部補強材18の一端側は、上側のダイヤフラム17と接続され、他端側は、下側のダイヤフラム17と接続される。これにより、柱用補強材11に形成された開口部19が補強され、開口部19における破損を防止できる。   The opening reinforcing member 18 is, for example, an L-shaped or U-shaped section steel, and is provided along the opening 19 formed in the column reinforcing member 11. One end side of the opening reinforcing member 18 is connected to the upper diaphragm 17, and the other end side is connected to the lower diaphragm 17. Thereby, the opening part 19 formed in the column reinforcing material 11 is reinforced, and damage to the opening part 19 can be prevented.

柱用補強材11と梁用補強材12の横断面形状は、電気集塵装置1の内部に設けられた既設の放電電極2、集塵電極3、槌打装置4などと干渉しない形状を有することが望ましい。これにより、既設の電極等の部品類を撤去する必要がなく、大幅な改修が不要となる。   The cross-sectional shapes of the column reinforcing member 11 and the beam reinforcing member 12 have shapes that do not interfere with the existing discharge electrode 2, dust collecting electrode 3, striking device 4, and the like provided inside the electric dust collector 1. It is desirable. As a result, it is not necessary to remove existing parts such as electrodes, and no major repairs are required.

柱用補強材11と梁用補強材12の外周面は、壁材10の端部と隙間なく設置されることが望ましい。これにより、電気集塵装置1内部からのガス漏れ又は空気漏れを防止できる。   It is desirable that the outer peripheral surfaces of the column reinforcing member 11 and the beam reinforcing member 12 be installed without a gap from the end of the wall member 10. Thereby, the gas leak or the air leak from the inside of the electric dust collector 1 can be prevented.

なお、上記実施形態において、柱用補強材11と梁用補強材12の両方が設けられる場合について説明したが、本発明は、この例に限定されない。たとえば、梁用補強材12が接続されずに、柱用補強材11のみが設けられてもよい。   In addition, in the said embodiment, although the case where both the column reinforcing material 11 and the beam reinforcing material 12 were provided was demonstrated, this invention is not limited to this example. For example, only the column reinforcing material 11 may be provided without connecting the beam reinforcing material 12.

また、梁用補強材12は、両端部で、2本の柱用補強材11と接続される例について説明したが、本発明は、この例に限定されない。たとえば、梁材9の一部分に欠陥部Lが生じている場合、第1実施形態の梁用補強材12のように梁材9を全長にわたって囲むのではなく、梁材9の一部分のみを囲むように梁用補強材を設置してもよい。このとき、梁用補強材は、第1実施形態の柱用補強材11と同様に箱形補強部と連結部を備える。この場合、梁用補強材は、柱用補強材と接続されてもよいし、柱用補強材が接続されずに梁用補強材のみが設けられてもよい。   Moreover, although the reinforcement material 12 for beams demonstrated the example connected to the two reinforcement materials 11 for columns at both ends, this invention is not limited to this example. For example, when the defective part L has arisen in a part of beam material 9, it does not surround the beam material 9 over the full length like the beam reinforcing material 12 of 1st Embodiment, but surrounds only a part of the beam material 9. Beam reinforcement may be installed in At this time, the beam reinforcing member includes a box-shaped reinforcing portion and a connecting portion, like the column reinforcing member 11 of the first embodiment. In this case, the beam reinforcing material may be connected to the column reinforcing material, or only the beam reinforcing material may be provided without being connected to the column reinforcing material.

さらに、上記実施形態において、柱用補強材11は、一端側で構造材である柱材8と接続される例について説明したが、本発明は、この例に限定されない。上下に一つずつ梁用補強材12を設けて、第1実施形態の梁用補強材12のように、構造材である柱材8に接続されずに、二つの梁用補強材に接続されるように柱用補強材を設置してもよい。   Furthermore, in the said embodiment, although the pillar reinforcement material 11 demonstrated the example connected with the pillar material 8 which is a structural material by the one end side, this invention is not limited to this example. One beam reinforcing member 12 is provided on each of the upper and lower portions, and the beam reinforcing member 12 is connected to two beam reinforcing members instead of being connected to the column member 8 which is a structural member as in the beam reinforcing member 12 of the first embodiment. You may install the reinforcing material for pillars so that.

[第2実施形態]
次に、図7及び図8を参照して、本発明の第2実施形態に係る電気集塵装置1の補強構造について説明する。なお、電気集塵装置1については、上述した第1実施形態と同一であるため、詳細な説明は省略する。
[Second Embodiment]
Next, with reference to FIG.7 and FIG.8, the reinforcement structure of the electrostatic precipitator 1 which concerns on 2nd Embodiment of this invention is demonstrated. The electric dust collector 1 is the same as that of the first embodiment described above, and a detailed description thereof will be omitted.

補強材は、柱材8に対し設けられる柱用補強材21と、梁材9に対し設けられる梁用補強材22とを有する。なお、以下では、柱材8と梁材9のそれぞれに柱用補強材21と梁用補強材22を設ける場合について説明するが、本発明では、柱用補強材21と梁用補強材22のいずれか一方のみを設けるとしてもよい。   The reinforcing member has a column reinforcing member 21 provided for the column member 8 and a beam reinforcing member 22 provided for the beam member 9. In the following, the case where the column reinforcing member 21 and the beam reinforcing member 22 are provided on each of the column member 8 and the beam member 9 will be described. However, in the present invention, the column reinforcing member 21 and the beam reinforcing member 22 are provided. Only one of them may be provided.

柱用補強材21及び梁用補強材22は、例えばH型鋼である。柱用補強材21と柱材8、梁用補強材22と梁材9は、後述するとおり、ボルト接合によって互いに結合される。   The column reinforcing material 21 and the beam reinforcing material 22 are, for example, H-shaped steel. The column reinforcing member 21 and the column member 8, and the beam reinforcing member 22 and the beam member 9 are coupled to each other by bolt bonding, as will be described later.

柱用補強材21は、柱材8の軸線方向に対して平行に設けられる。柱用補強材21は、柱材8に生じた欠損部Lを跨ぐようにして柱材8に沿って、電気集塵装置1の外面側に配置される。
また、梁用補強材22は、梁材9の軸線方向に対して平行に設けられる。梁用補強材22は、梁材9に生じた欠損部Lを跨ぐようにして梁材9に沿って、電気集塵装置1の外面側に配置される。
なお、図7及び図8では、欠損部Lを図示していないが、図5や図9及び図10を用いて説明したとおり、柱材8及び梁材9に発生しているものとする。
The column reinforcing member 21 is provided in parallel to the axial direction of the column member 8. The column reinforcing member 21 is disposed on the outer surface side of the electrostatic precipitator 1 along the column member 8 so as to straddle the defect L generated in the column member 8.
The beam reinforcing member 22 is provided in parallel to the axial direction of the beam member 9. The beam reinforcing member 22 is disposed on the outer surface side of the electrostatic precipitator 1 along the beam member 9 so as to straddle the defect L generated in the beam member 9.
7 and 8, the missing portion L is not illustrated, but as described with reference to FIGS. 5, 9, and 10, it is assumed that the defect L is generated in the column material 8 and the beam material 9.

柱用補強材21又は梁用補強材22は、柱用補強材21又は梁用補強材22の一端側及び他端側で、欠損部Lから外れた位置で柱材8又は梁材9と接続される。欠損部Lから外れた位置とは、欠陥部Lの腐食等が進行した場合でも、電気集塵装置1の補強工事後の耐久年数以内において、腐食等の欠損が発生しない位置である。また、欠損部Lから外れた位置では、柱材8と柱用補強材21との間、又は、梁材9と梁用補強材22との間で力の伝達が確実に行われる。   The column reinforcing member 21 or the beam reinforcing member 22 is connected to the column member 8 or the beam member 9 at a position away from the defect L on one end side and the other end side of the column reinforcing member 21 or the beam reinforcing member 22. Is done. The position deviated from the defect part L is a position where no defect such as corrosion occurs within the durable years after the reinforcement work of the electrostatic precipitator 1 even when the defect part L is corroded. Further, at a position away from the defect portion L, force is reliably transmitted between the column member 8 and the column reinforcing member 21 or between the beam member 9 and the beam reinforcing member 22.

柱用補強材21又は梁用補強材22において、H形鋼のフランジの平板面が、柱材8又は梁材9のフランジの平板面に対向して、フランジの平板面同士が互いに接触して接続される。柱材8又は梁材9のフランジには、補強を行う際、短い間隔で多数のボルト穴が形成され、ボルト穴の内面には、タップによって雌ねじが形成される。柱用補強材21又は梁用補強材22のフランジにも、柱材8又は梁材9のフランジのボルト穴に対応するようにボルト穴が形成される。   In the column reinforcing member 21 or the beam reinforcing member 22, the flat plate surface of the flange of the H-shaped steel faces the flat plate surface of the flange of the column member 8 or the beam member 9, and the flat plate surfaces of the flanges are in contact with each other. Connected. When reinforcing the flange of the column member 8 or the beam member 9, a large number of bolt holes are formed at short intervals, and a female screw is formed on the inner surface of the bolt hole by a tap. Bolt holes are also formed in the flanges of the column reinforcing member 21 or the beam reinforcing member 22 so as to correspond to the bolt holes of the flanges of the column member 8 or the beam member 9.

柱用補強材21又は梁用補強材22側から、ボルトを締め付けることによって、柱用補強材21又は梁用補強材22が、ボルト頭と柱材8又は梁材9の間に挟み込まれて、梁用補強材22と梁材9、又は、柱用補強材21と柱材8が一体化される。なお、施工が比較的困難となるが、柱材8又は梁材9のフランジのボルト穴内面に雌ねじを形成せず、ボルト及びナットが、柱用補強材21と柱材8、又は、梁用補強材22と梁材9を挟み込み一体化するとしてもよい。   By tightening the bolt from the column reinforcing member 21 or the beam reinforcing member 22 side, the column reinforcing member 21 or the beam reinforcing member 22 is sandwiched between the bolt head and the column member 8 or the beam member 9, The beam reinforcing member 22 and the beam member 9 or the column reinforcing member 21 and the column member 8 are integrated. Although construction is relatively difficult, a female screw is not formed on the inner surface of the bolt hole of the flange of the column member 8 or the beam member 9, and the bolt and nut are used for the column reinforcing member 21 and the column member 8, or the beam. The reinforcing member 22 and the beam member 9 may be sandwiched and integrated.

柱用補強材21及び梁用補強材22は、電気集塵装置1の外面側に配置されることから、設置の際、電気集塵装置1の内部での作業がほとんど発生せず、外側での作業で設置が完了する。したがって、工期を短縮でき、コストを大幅に抑制できる。   Since the column reinforcing member 21 and the beam reinforcing member 22 are arranged on the outer surface side of the electrostatic precipitator 1, almost no work inside the electrostatic precipitator 1 occurs during installation, and the outside Installation is completed by the work. Therefore, the construction period can be shortened and the cost can be greatly suppressed.

柱用補強材21又は梁用補強材22は、欠損部Lが生じた柱材8又は梁材9に対して設けられる。柱用補強材21又は梁用補強材22は、柱材8又は梁材9の欠損部L近傍で力の伝達が生じない場合、柱材8と柱用補強材21、又は、梁材9と梁用補強材22によって、電気集塵装置1にかかる荷重により生じる応力及び変形に耐えることが可能な強度を有する。すなわち、柱材8又は梁材9に欠損部Lが生じ、柱材8又は梁材9の欠損部L近傍で力の伝達が生じない場合でも、柱用補強材21又は梁用補強材22が、欠損部L近傍から外れた場所で柱材8又は梁材9に接続され、かつ、柱用補強材21又は梁用補強材22の強度が、欠損部L近傍以外の柱材8と柱用補強材21、又は、梁材9と梁用補強材22によって電気集塵装置1にかかる荷重により生じる応力及び変形に耐えられる値を有することから、電気集塵装置1は、通常必要な耐力を確保している。   The column reinforcing member 21 or the beam reinforcing member 22 is provided for the column member 8 or the beam member 9 in which the defect L is generated. The column reinforcing member 21 or the beam reinforcing member 22 is formed of the column member 8 and the column reinforcing member 21 or the beam member 9 when no force is transmitted in the vicinity of the defect L of the column member 8 or the beam member 9. The beam reinforcing member 22 has a strength capable of withstanding the stress and deformation caused by the load applied to the electrostatic precipitator 1. That is, even when the missing portion L is generated in the column member 8 or the beam member 9 and no force is transmitted near the missing portion L of the column member 8 or the beam member 9, the column reinforcing member 21 or the beam reinforcing member 22 is provided. The column reinforcing member 21 or the beam reinforcing member 22 is connected to the column member 8 or the beam member 9 at a place deviated from the vicinity of the defect portion L, and the strength of the column reinforcing member 21 or the beam reinforcement member 22 is not limited to the vicinity of the defect portion L. The electric dust collector 1 has a value that can withstand the stress and deformation caused by the load applied to the electrostatic precipitator 1 by the reinforcing member 21 or the beam member 9 and the reinforcing member 22 for the beam. Secured.

したがって、柱用補強材21及び梁用補強材22によって補強された電気集塵装置1は、柱用補強材21及び梁用補強材22が上述したような強度を有することで、電気集塵装置1は、新設時の構造耐力と同等の構造耐力を保持することができる。   Therefore, the electrostatic precipitator 1 reinforced by the column reinforcing member 21 and the beam reinforcing member 22 has the strength as described above, so that the electric dust collecting device 1 has the above-described strength. 1 can hold the structural strength equivalent to the structural strength at the time of new installation.

本実施形態によれば、柱材8又は梁材9である構造材のH形鋼のフランジが、柱用補強材21又は梁用補強材22のH形鋼のフランジに対向して接続され、構造材のH形鋼にかかる力は、構造材の欠損部L近傍で力の伝達が生じない場合でも、柱用補強材21又は梁用補強材22のH形鋼を介して伝達される。   According to the present embodiment, the H-shaped steel flange of the structural material that is the column member 8 or the beam member 9 is connected to face the H-shaped steel flange of the column reinforcing member 21 or the beam reinforcing member 22, The force applied to the H-shaped steel of the structural material is transmitted via the H-shaped steel of the column reinforcing material 21 or the beam reinforcing material 22 even when no force is transmitted in the vicinity of the defect L of the structural material.

また、本実施形態によれば、柱用補強材21や梁用補強材22を、腐食等が発生しやすい電気集塵装置1の内部に設置するのではなく、既設の柱材8又は梁材9の外側に設置することから、補強のために新設する柱用補強材21や梁用補強材22において腐食等が発生しにくい。   In addition, according to the present embodiment, the column reinforcing member 21 and the beam reinforcing member 22 are not installed inside the electric dust collector 1 where corrosion or the like is likely to occur, but the existing column member 8 or beam member. Therefore, corrosion or the like hardly occurs in the column reinforcing material 21 or the beam reinforcing material 22 newly installed for reinforcement.

なお、柱用補強材21又は梁用補強材22は、柱材8又は梁材9の軸線に対し、非対称な位置、すなわち、片側の面にのみ設置されることから、力の伝達に偏心が生じる。したがって、柱用補強材21又は梁用補強材22の板厚を調整して、可能な限り、偏心が生じないようにしたり、柱用補強材21又は梁用補強材22以外のブレース等の補強材を設置して、電気集塵装置1の構造体5全体として偏心が生じないようにしてもよい。   In addition, since the column reinforcing member 21 or the beam reinforcing member 22 is installed only at an asymmetrical position with respect to the axis of the column member 8 or the beam member 9, that is, on one surface, there is an eccentricity in transmission of force. Arise. Therefore, the thickness of the column reinforcing member 21 or the beam reinforcing member 22 is adjusted so as not to cause eccentricity as much as possible, or the braces other than the column reinforcing member 21 or the beam reinforcing member 22 are reinforced. A material may be installed so that the entire structure 5 of the electrostatic precipitator 1 is not decentered.

以上、本発明の第1及び第2実施形態によれば、従来のH形鋼の欠損部Lに鋼板を接合して、H形鋼を補修する場合と異なり、電気集塵装置全体の構造耐力を考慮した接合が行われるため、電気集塵装置1に必要な耐力が確保される。   As mentioned above, according to 1st and 2nd embodiment of this invention, unlike the case where a steel plate is joined to the defect part L of the conventional H-section steel, and H-section steel is repaired, the structural yield strength of the whole electric dust collector Therefore, the strength necessary for the electrostatic precipitator 1 is ensured.

また、柱用補強材11,21及び梁用補強材12,22は、欠損部Lが存在する柱材8及び梁材9をそのまま残し、欠損部Lが生じている柱材8又は梁材9に対して補強する。このとき、電気集塵装置1内部の電極等を撤去する必要がなく、そのままの状態で、柱用補強材11,21及び梁用補強材12,22を取り付けることが可能である。したがって、本実施形態によれば、工期の短縮化やコストの低減を図ることもできる。   Further, the column reinforcing members 11 and 21 and the beam reinforcing members 12 and 22 leave the column member 8 and the beam member 9 in which the defect portion L exists as they are, and the column member 8 or the beam member 9 in which the defect portion L is generated. Reinforce against. At this time, it is not necessary to remove the electrodes and the like inside the electrostatic precipitator 1, and the column reinforcing members 11 and 21 and the beam reinforcing members 12 and 22 can be attached as they are. Therefore, according to the present embodiment, the construction period can be shortened and the cost can be reduced.

1 電気集塵装置
5 構造体
6 上部構造
7 下部構造
8 柱材
9 梁材
10 壁材
11,21 柱用補強材
12,22 梁用補強材
13 箱形補強部(第1部材)
14 連結部(第2部材)
15,17 ダイヤフラム
16 リブ
18 開口部補強材
19 開口部
31 基礎
32 架台
DESCRIPTION OF SYMBOLS 1 Electric dust collector 5 Structure 6 Upper structure 7 Lower structure 8 Column material 9 Beam material 10 Wall material 11,21 Column reinforcement 12,22 Beam reinforcement 13 Box-shaped reinforcement part (1st member)
14 Connecting part (second member)
15, 17 Diaphragm 16 Rib 18 Opening reinforcement 19 Opening 31 Foundation 32 Mounting base

Claims (9)

電気集塵装置にかかる力を負担する構造材と、
欠損部が生じた前記構造材に設けられ、前記欠損部から外れた位置で前記構造材と接続された補強材と、
を備え、
前記補強材は、前記構造材の前記欠損部近傍で力の伝達が生じない場合、前記構造材と前記補強材によって、前記電気集塵装置にかかる荷重によって生じる応力及び変形に耐えることが可能な強度を有する電気集塵装置補強構造。
A structural material that bears the force applied to the electrostatic precipitator;
A reinforcing material provided in the structural material in which the defect portion is generated and connected to the structural material at a position deviated from the defect portion;
With
The reinforcing material can withstand the stress and deformation caused by the load applied to the electrostatic precipitator by the structural material and the reinforcing material when no force is transmitted in the vicinity of the defect portion of the structural material. Strengthening structure of electrostatic precipitator with strength.
前記補強材は、
前記欠損部の周囲にて、前記構造材の軸線方向に対して平行に設けられる第1部材と、
前記構造材と前記第1部材に接続される第2部材と、
を有する請求項1に記載の電気集塵装置補強構造。
The reinforcing material is
A first member provided parallel to the axial direction of the structural material around the defect portion;
A second member connected to the structural member and the first member;
The electric dust collector reinforcing structure according to claim 1, comprising:
前記構造材は、梁材及び柱材であり、
前記補強材は、
前記梁材の軸線方向に対して平行に設けられる梁用補強材と、
前記柱材の軸線方向に対して平行に設けられる柱用補強材と、
を備え、
前記梁用補強材と前記柱用補強材の少なくともいずれか一方が、前記構造材と接続され、
前記梁用補強材と前記柱用補強材が、前記梁材及び前記柱材の接合部近傍で、互いに接続される請求項1に記載の電気集塵装置補強構造。
The structural material is a beam material and a column material,
The reinforcing material is
A beam reinforcing material provided parallel to the axial direction of the beam material;
A column reinforcing material provided parallel to the axial direction of the column material;
With
At least one of the beam reinforcing member and the column reinforcing member is connected to the structural member;
The electric dust collector reinforcing structure according to claim 1, wherein the beam reinforcing member and the column reinforcing member are connected to each other in the vicinity of a joint portion between the beam member and the column member.
前記補強材は、横断面形状が四角形であり、前記構造材の周囲を囲むように設置される請求項1から3のいずれか1項に記載の電気集塵装置補強構造。   4. The electrostatic precipitator reinforcing structure according to claim 1, wherein the reinforcing member has a quadrangular cross-sectional shape and is installed so as to surround the structure member. 5. 前記補強材は、前記欠損部を含む前記構造材の軸線方向に対して平行に設けられ、前記欠損部が生じた前記構造材と接続される請求項1に記載の電気集塵装置補強構造。   The electric dust collector reinforcing structure according to claim 1, wherein the reinforcing material is provided in parallel to an axial direction of the structural material including the defective portion and is connected to the structural material in which the defective portion is generated. 前記構造材は、H形鋼からなる柱材又は梁材であり、
前記補強材は、H形鋼からなり、前記補強材のフランジが、前記構造材のフランジに対向して接続される請求項5に記載の電気集塵装置補強構造。
The structural material is a pillar material or a beam material made of H-section steel,
The electric dust collector reinforcing structure according to claim 5, wherein the reinforcing material is made of H-shaped steel, and a flange of the reinforcing material is connected to face a flange of the structural material.
前記補強材の横断面形状は、前記電気集塵装置内部に設けられた既設の電極と干渉しない形状を有する請求項1から6のいずれか1項に記載の電気集塵装置補強構造。   7. The electrostatic precipitator reinforcement structure according to claim 1, wherein a cross-sectional shape of the reinforcing member has a shape that does not interfere with an existing electrode provided inside the electrostatic precipitator. 8. 前記補強材は、前記電気集塵装置の壁材と隙間なく設けられる請求項1から7のいずれか1項に記載の電気集塵装置補強構造。   The electric dust collector reinforcing structure according to any one of claims 1 to 7, wherein the reinforcing material is provided without a gap from a wall material of the electric dust collector. 請求項1から8のいずれか1項に記載の電気集塵装置補強構造を備えた電気集塵装置。
The electrostatic precipitator provided with the electrostatic precipitator reinforcement structure of any one of Claim 1 to 8.
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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20190021262A (en) 2016-06-28 2019-03-05 토레이 엔지니어링 컴퍼니, 리미티드 Mounting device and mounting method
CN111974547A (en) * 2019-05-22 2020-11-24 斗山重工业建设有限公司 Horizontal dust collecting device and dust collecting method using same

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS62155311A (en) * 1985-12-27 1987-07-10 株式会社神戸製鋼所 Method of repairing casing
JP3001822U (en) * 1994-03-08 1994-09-06 コットレル工業株式会社 Cylindrical concentric sandwich type wet electrostatic precipitator
JPH112031A (en) * 1997-06-11 1999-01-06 Takenaka Komuten Co Ltd Earthquake resisting reinforcement method against bending of existing large beam
US20030163960A1 (en) * 2002-03-04 2003-09-04 Douglas Hadden Utility standard repair devices and methods
US20070193444A1 (en) * 2006-02-23 2007-08-23 Hendricksen Rodney A Method of repairing an electrostatic precipitator

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS62155311A (en) * 1985-12-27 1987-07-10 株式会社神戸製鋼所 Method of repairing casing
JP3001822U (en) * 1994-03-08 1994-09-06 コットレル工業株式会社 Cylindrical concentric sandwich type wet electrostatic precipitator
JPH112031A (en) * 1997-06-11 1999-01-06 Takenaka Komuten Co Ltd Earthquake resisting reinforcement method against bending of existing large beam
US20030163960A1 (en) * 2002-03-04 2003-09-04 Douglas Hadden Utility standard repair devices and methods
US20070193444A1 (en) * 2006-02-23 2007-08-23 Hendricksen Rodney A Method of repairing an electrostatic precipitator

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20190021262A (en) 2016-06-28 2019-03-05 토레이 엔지니어링 컴퍼니, 리미티드 Mounting device and mounting method
CN111974547A (en) * 2019-05-22 2020-11-24 斗山重工业建设有限公司 Horizontal dust collecting device and dust collecting method using same
CN111974547B (en) * 2019-05-22 2022-12-27 斗山重工业建设有限公司 Horizontal dust collecting device and dust collecting method using same

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