JPH04157B2 - - Google Patents

Info

Publication number
JPH04157B2
JPH04157B2 JP7407186A JP7407186A JPH04157B2 JP H04157 B2 JPH04157 B2 JP H04157B2 JP 7407186 A JP7407186 A JP 7407186A JP 7407186 A JP7407186 A JP 7407186A JP H04157 B2 JPH04157 B2 JP H04157B2
Authority
JP
Japan
Prior art keywords
ring
rings
existing
chimney
cylinder
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
JP7407186A
Other languages
Japanese (ja)
Other versions
JPS62228572A (en
Inventor
Koichiro Kera
Yoshifumi Sakumoto
Hiroaki Kawakami
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.)
Nippon Steel Corp
Original Assignee
Nippon Steel 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 Nippon Steel Corp filed Critical Nippon Steel Corp
Priority to JP7407186A priority Critical patent/JPS62228572A/en
Publication of JPS62228572A publication Critical patent/JPS62228572A/en
Publication of JPH04157B2 publication Critical patent/JPH04157B2/ja
Granted legal-status Critical Current

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Description

【発明の詳細な説明】 (産業上の利用分野) 本発明は、既設鋼製煙突の整備において、鋼製
煙突の長寿命化、経済性を見出し、あらゆる鋼製
煙突の補強行為が可能となるよう工夫した鋼製煙
突の二重筒身補強構造に関するものである。
[Detailed Description of the Invention] (Industrial Application Field) The present invention extends the lifespan of steel chimneys and provides economic efficiency in the maintenance of existing steel chimneys, making it possible to reinforce any steel chimneys. This article concerns a reinforced double-barrel structure for a steel chimney.

(従来の技術) 炉の長期操業運転により既設鋼製煙突の筒身腐
蝕が著しく進行し、筒身の補強の必要性が生じた
時、従来の施工構造では炉の長期間停止または仮
設煙突の設置を余儀なくされ、煙道切替後解体撤
去して莫大な費用を投じ新規煙突を建設する場合
が多い。
(Prior art) When the cylinder body of the existing steel chimney becomes severely corroded due to long-term operation of the furnace, and it becomes necessary to reinforce the cylinder body, the conventional construction structure requires that the furnace be stopped for a long period of time or a temporary chimney is constructed. In many cases, the chimney must be installed, and after the flue is replaced, it is dismantled and removed, and a new chimney is constructed at a huge cost.

また例えば、特開昭54−73426号公報にもある
ように既設鋼製煙突を全面的に、煙突機能を停止
させることなく取替修理する工法もあるが、部分
的な補強を行える方法ではない。
For example, as mentioned in Japanese Patent Application Laid-Open No. 54-73426, there is a method of completely replacing and repairing an existing steel chimney without stopping the chimney function, but this is not a method that can partially strengthen the chimney. .

(発明が解決しようとする問題点) もし従来の施工構造を採用すると、炉の長期停
止に伴う生産面への悪影響や、また仮説煙突を設
置する場合にその煙突が本来の規模より小さくな
る場合や、狭隘な建設場所故離れた場所に設置す
る場合により強制排気設備が必要となり、これら
の設置場所の問題、仮設物建設に必要な工期と費
用の問題等が生じ、さらに新規煙突完成後にはこ
れら仮説物の総て不用となる等の欠点があり、経
済的無駄が大きい。
(Problems to be solved by the invention) If the conventional construction structure is adopted, there will be a negative impact on production due to long-term shutdown of the furnace, and if a hypothetical chimney is installed, the chimney may become smaller than its original size. In addition, forced exhaust equipment may be required when installing in a remote location due to the narrow construction site, resulting in issues such as the location of these installations, the time and cost required for constructing temporary structures, and furthermore, after the new chimney is completed, There is a drawback that all of these hypothetical materials become unnecessary, resulting in a large economic waste.

(問題点を解決するための手段) そこで本発明では前記従来施工構造の欠点を解
消し、炉を稼動させたままでかつ仮設煙突を必要
とすることなく、腐蝕により低下した筒身耐力を
向上させる構造を提供することにある。
(Means for Solving the Problems) Therefore, the present invention solves the drawbacks of the conventional construction structure and improves the tube strength that has decreased due to corrosion, while keeping the furnace in operation and without requiring a temporary chimney. It's about providing structure.

本発明の特徴は、補強を必要とする既設鋼製煙
突の筒身において、前記補強を必要とする部分を
はさんで、筒身外周部の補強を必要とする部分A
を外れた上方の既設筒身外面にほぼ直角にリング
2を配し、この上方に間隔をおいてリング1を配
し、リング1,2間に放射線状にリブ4を配し、
リング2の下面にはリング2にほぼ直角にかつ既
設筒身と一定の間隔を保つて補強筒身6を配し、
リング2より下方に間隔をおいて補強筒身外面に
ほぼ直角にリング3を配し、リング2,3間に放
射線状にリブ5を配し、下端の筒身外周部の補強
を必要とする部分Aを外れた下方の既設筒身外面
にほぼ直角にリング8を配し、補強筒身6をリン
グ8にほぼ直角に到達させ、リング8の下方の既
設筒身外面に間隔をおいてリング7を配し、リン
グ7,8間に放射線状にリブ10を配し、リング
8の上方に間隔をおいて補強筒身外面にほぼ直角
にリング9を配し、リング8,9間に放射線状に
リブ11を配したことを特徴とする鋼製煙突の二
重筒身補強構造である。
A feature of the present invention is that in the cylinder of an existing steel chimney that requires reinforcement, a portion A of the outer circumference of the cylinder that requires reinforcement is sandwiched between the part that requires reinforcement.
A ring 2 is arranged almost at right angles to the outer surface of the existing cylinder body above which it has come off, and a ring 1 is arranged above this at an interval, and ribs 4 are arranged radially between the rings 1 and 2.
A reinforcing barrel 6 is arranged on the lower surface of the ring 2 at a substantially right angle to the ring 2 and at a constant distance from the existing barrel.
A ring 3 is arranged at a distance below the ring 2 and approximately perpendicular to the outer surface of the reinforcing cylinder, and ribs 5 are arranged radially between the rings 2 and 3, so that the outer periphery of the cylinder at the lower end needs to be reinforced. A ring 8 is arranged at a substantially right angle to the outer surface of the existing barrel below the part A, the reinforcing barrel 6 is made to reach the ring 8 at a substantially right angle, and the ring 8 is placed at an interval on the outer surface of the existing barrel below the ring 8. 7, a rib 10 is arranged radially between the rings 7 and 8, a ring 9 is arranged at a distance above the ring 8 and approximately perpendicular to the outer surface of the reinforcing cylinder, and a radial rib 10 is arranged between the rings 8 and 9. This is a steel chimney double cylinder reinforcement structure characterized by ribs 11 arranged in a shape.

(作用) ここにおいて補強筒身6は既設筒身の代わりを
すると共に、補強筒身6よりも上部の煙突の重量
あるいは荷重を、リング1,2,3、リブ4,
5、補強筒身6およびリング7,8,9、リブ1
0,11を介して、補強筒身6よりも下部の煙突
に伝える作用をする。
(Function) Here, the reinforcing barrel 6 takes the place of the existing barrel, and also absorbs the weight or load of the chimney above the reinforcing barrel 6 through the rings 1, 2, 3, ribs 4,
5, reinforcing barrel 6 and rings 7, 8, 9, rib 1
0 and 11, it acts to transmit information to the chimney below the reinforcing cylinder body 6.

(実施例) 本発明を第1図乃至第4図に示す実施例に基づ
いて詳細に説明する。体力低下を来たしていない
既設筒身12から補強筒身6に確実に荷重を伝達
させるための上部リング1,2,3およびリブ
4,5を配する。リング2は補強を必要とする部
分Aを外れた上部に配し、リング2から上方にあ
る間隔をおいてリング1を配する。リング1,2
間には放射線状に等分割にリブ4を配し、リング
1,2と既設筒身12に接続する。リング2の下
面にはリング2に直角にかつ既設筒身と一定の間
隔を保つて、補強筒身6を配する。既設筒身と補
強筒身との間隔は、あらかじめ既設筒身の直径お
よび真円度を測定し、歩行筒真が同心円となるた
めの必要間隔から決定すればよい。リング2より
下方にある間隔をおいて補強筒真外面に直角にリ
ング3を配し、リング2,3間に放射線状に等分
割にリブ5を配し、リング2,3と補強筒身6に
接続する。この時リブ4とリブ5の円周方向の分
割数は同一である方が望ましい。補強筒身6は既
設筒身12を巻き込むために、半割以上の複数分
割された(ここでは3分割で説明する)弧状の分
割鋼板13,14,15を既設筒身12の外側に
同心円に組立て各々を接続し、さらに分割鋼板1
3,14,15の継目を交互して順次組立ててい
き、補強筒身6を形成する。
(Example) The present invention will be explained in detail based on the example shown in FIGS. 1 to 4. Upper rings 1, 2, 3 and ribs 4, 5 are arranged to reliably transmit the load from the existing cylindrical body 12, which has not suffered from a decrease in physical strength, to the reinforced cylindrical body 6. The ring 2 is placed above the part A that requires reinforcement, and the ring 1 is placed at a certain distance above the ring 2. rings 1, 2
Ribs 4 are equally divided radially in between and are connected to the rings 1 and 2 and the existing cylindrical body 12. A reinforcing cylindrical body 6 is disposed on the lower surface of the ring 2 at right angles to the ring 2 and at a constant distance from the existing cylindrical body. The distance between the existing barrel and the reinforcing barrel may be determined by measuring the diameter and roundness of the existing barrel in advance and determining the distance required for the walking barrel to form concentric circles. A ring 3 is arranged perpendicularly to the outer surface of the reinforcing cylinder at an interval below the ring 2, and ribs 5 are arranged radially and equally divided between the rings 2 and 3, and the rings 2 and 3 and the reinforcing cylinder 6 Connect to. At this time, it is preferable that the number of divisions of the ribs 4 and 5 in the circumferential direction be the same. In order to wrap around the existing cylinder body 12, the reinforcing cylinder body 6 consists of arc-shaped divided steel plates 13, 14, and 15, each of which is divided into a plurality of halves or more (described here as three parts), concentrically outside the existing cylinder body 12. Connect each assembly and further divide the steel plate 1
The reinforcing cylinder body 6 is formed by sequentially assembling the joints 3, 14, and 15 alternately.

補強筒身の高さBは施工に供する揚重機の能力
や取付作業上の適正により決定される。
The height B of the reinforcing barrel is determined by the capacity of the lifting machine used for construction and the suitability of the installation work.

補強筒身6の下端は補強筒身6から既設筒身1
2に確実に荷重を伝達させるための下部リング
7,8,9およびリブ10,11のうち、補強を
必要とする部分Aをはずれた下部に配されたリン
グ8の上面に到達し直角に接続される。リング8
の下方にある間隔をおいてリング7を配する。リ
ング7,8間には放射線状に等分割にリブ10を
配し、リング7,8と既設筒身12に接続され
る。リング8より上方にある間隔をおいてリング
9を配し、リング8,9間にリブ11を放射線状
に等分割に配し、リング8,9と補強筒身外面に
接続する。ここでリブ10とリブ11の円周方向
の分割数は同一である方が望ましい。
The lower end of the reinforcing barrel 6 is connected from the reinforcing barrel 6 to the existing barrel 1.
Among the lower rings 7, 8, 9 and ribs 10, 11, which are used to reliably transmit the load to 2, the upper surface of ring 8, which is located at the lower part of the part A that requires reinforcement, is reached and connected at right angles. be done. ring 8
A ring 7 is placed at a certain interval below the . Ribs 10 are arranged radially and equally divided between the rings 7 and 8, and are connected to the rings 7 and 8 and the existing cylinder body 12. A ring 9 is arranged at a certain interval above the ring 8, and ribs 11 are arranged radially and evenly divided between the rings 8 and 9, and are connected to the rings 8 and 9 and the outer surface of the reinforcing cylinder body. Here, it is preferable that the number of divisions of the ribs 10 and ribs 11 in the circumferential direction be the same.

このようにして、既設構成煙突の補強を必要と
する部分Aをはさんでその上下部にそれぞれリン
グ3段とリブ2段を配し、その中間に補強筒身6
を配しこれらを接続することで、腐蝕により耐力
が低下し補強を必要とする筒身部の煙突としての
機能を損なうことなく既設鋼製煙突の耐力を回復
させるものである。この構造において、リングや
リブが既設に存在する場合、これを有効に活用す
ることも可能である。既設鋼製煙突の補強を柱脚
より行なう必要がある場合、第3図の如く基礎コ
ンクリート22、モルタル21で固定した柱脚の
ベースプレート17,18およびアンカーボルト
20廻りのリブ19を第1図に示す下部のリング
8およびリブ10として利用すればよい。また、
多脚型煙突のように梁が筒身に取付いている場
合、第4図の如く大梁23の上下フランジ24,
25が取り付きリング25となる部分を第1図の
上部リング2とし活用すればよい。
In this way, three stages of rings and two stages of ribs are placed on the upper and lower sides of the part A that requires reinforcement of the existing chimney structure, and a reinforcing cylinder 6 is placed in the middle.
By arranging and connecting these, the strength of the existing steel chimney can be restored without impairing the function of the chimney of the cylinder body, which has decreased strength due to corrosion and requires reinforcement. In this structure, if rings and ribs already exist, they can be used effectively. If it is necessary to reinforce the existing steel chimney from the column base, the base plates 17 and 18 of the column base fixed with foundation concrete 22 and mortar 21 and the ribs 19 around the anchor bolts 20 are fixed as shown in Figure 1 with foundation concrete 22 and mortar 21 as shown in Figure 1. It may be used as the lower ring 8 and rib 10 shown. Also,
When the beam is attached to the cylinder body like a multi-leg chimney, the upper and lower flanges 24 of the main beam 23,
The portion where 25 becomes the attachment ring 25 may be utilized as the upper ring 2 in FIG.

既設鋼製煙突の補強を必要とする部分Aには、
今まで述べてきたような上下部のリングおよびリ
ブ補強筒身によつて自重が多少増加されるため、
この点を基礎設計の考慮に入れておけばさらに当
構造の効果が発揮される。
For part A of the existing steel chimney that requires reinforcement,
As mentioned above, the upper and lower rings and the rib-reinforced barrel increase the weight to some extent.
If this point is taken into consideration in the foundation design, the effectiveness of this structure will be further demonstrated.

(発明の効果) 以上の説明から明らかなように本発明の構造に
よれば、既設鋼製煙突の整備において、該煙突の
稼動中あるいは休止中に煙突の機能を停止させる
ことなくかつ仮設煙突を設置することなく、筒身
の腐蝕により体力低下をきたした部分を回復させ
る。さらに、本発明構造によれば、補強規模・位
置あるいは既設鋼製煙突の構造形式に一切かかわ
らず、あらゆる鋼製煙突への補強行為が可能とな
り、従来構造の欠点を全て解消でき、煙突の長寿
命化、整備費の削減等経済的に有益であり、施工
も容易である等の効果を有するものである。
(Effects of the Invention) As is clear from the above description, according to the structure of the present invention, in the maintenance of an existing steel chimney, a temporary chimney can be installed without stopping the function of the chimney while the chimney is in operation or at rest. Without installation, it restores the parts of the barrel that have lost their physical strength due to corrosion. Furthermore, according to the structure of the present invention, it is possible to reinforce any steel chimney, regardless of the reinforcement scale, location, or structural type of the existing steel chimney, eliminating all the drawbacks of conventional structures, and increasing the length of the chimney. It is economically beneficial, such as extending the service life and reducing maintenance costs, and is easy to construct.

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

第1図aは既設鋼製煙突の補強完了状態を示す
本発明実施例構造の半観縦断立面図、bは同平面
図、第2図は補強筒身の施工要領を示す立面図、
第3図は本発明実施例構造を既設鋼製煙突柱脚部
に採用した場合を示す一部の断面図、第4図は本
発明実施例構造を多脚型煙突の大梁取合部に採用
した場合を示す一部の断面図である。 1,2,3……上部リング、4……上部リブ、
5……下部リブ、6……補強筒身、7,8,9…
…下部リング、10……下部リブ、11……上部
リブ、12……既設筒身、13,14,15……
分割鋼板、17……上部ベースプレート、18…
…下部ベースプレート、19……リブ、20……
アンカーボルト、21……モルタル、22……基
礎コンクリート、23……大梁、24……上フラ
ンジ、25……下フランジ、A……既設鋼製煙突
における補強を必要とする部分、B……補強筒身
の分割鋼板の高さ。
Fig. 1a is a half-view vertical sectional elevation view of the structure of the embodiment of the present invention showing the completed state of reinforcement of the existing steel chimney, b is the same plan view, and Fig. 2 is an elevational view showing the construction procedure of the reinforced cylinder body.
Fig. 3 is a partial cross-sectional view showing the case where the structure according to the present invention is adopted to the base of an existing steel chimney column, and Fig. 4 is a partial cross-sectional view showing the case where the structure according to the present invention is adopted to the girder joint of a multi-legged chimney. FIG. 3 is a partial cross-sectional view showing a case where 1, 2, 3... Upper ring, 4... Upper rib,
5... Lower rib, 6... Reinforced barrel, 7, 8, 9...
... lower ring, 10 ... lower rib, 11 ... upper rib, 12 ... existing cylinder body, 13, 14, 15 ...
Divided steel plate, 17... Upper base plate, 18...
...Lower base plate, 19...Rib, 20...
Anchor bolt, 21... mortar, 22... foundation concrete, 23... girder, 24... upper flange, 25... lower flange, A... portion of existing steel chimney requiring reinforcement, B... reinforcement Height of the divided steel plate of the cylinder body.

Claims (1)

【特許請求の範囲】[Claims] 1 補強を必要とする既設鋼製煙突の筒身におい
て、前記補強を必要とする部分をはさんで、筒身
外周部の補強を必要とする部分Aを外れた上方の
既設筒身外面にほぼ直角にリング2を配し、この
上方に間隔をおいてリング1を配し、リング1,
2間に放射線状リブ4を配し、リング2の下面に
はリング2にほぼ直角にかつ既設筒身と一定の間
隔を保つて補強筒身6を配し、リング2より下方
に間隔をおいて補強筒身外面にほぼ直角にリング
3を配し、リング2,3間に放射線状にリブ5を
配し、下端の筒身外周部の補強を必要とする部分
Aを外れた下方の既設筒身外面にほぼ直角にリン
グ8を配し、補強筒身6をリング8にほぼ直角に
到達させ、リング8の下方の既設筒身外面に間隔
をおいてリング7を配し、リング7,8間に放射
線状にリブ10を配し、リング8の上方に間隔を
おいて補強筒身外面にほぼ直角にリング9を配
し、リング8,9間に放射線状にリブ11を配し
たことを特徴とする二重筒身補強構造。
1. In the cylinder of an existing steel chimney that requires reinforcement, approximately the outer surface of the existing cylinder above the part A that requires reinforcement on the outer periphery of the cylinder, across the part that requires reinforcement. Arrange ring 2 at a right angle, arrange ring 1 at a distance above this, ring 1,
A radial rib 4 is arranged between the ring 2, and a reinforcing cylinder 6 is arranged on the lower surface of the ring 2 at almost right angles to the ring 2 and at a constant distance from the existing cylinder. A ring 3 is arranged almost perpendicularly to the outer surface of the reinforcing cylinder, and ribs 5 are arranged radially between the rings 2 and 3. A ring 8 is arranged at a substantially right angle to the outer surface of the cylinder body, the reinforcing cylinder body 6 is made to reach the ring 8 at a substantially right angle, a ring 7 is arranged at intervals on the outer surface of the existing cylinder body below the ring 8, and the ring 7, Ribs 10 are arranged radially between rings 8 and 9, rings 9 are arranged substantially perpendicularly to the outer surface of the reinforcing cylinder body at intervals above ring 8, and ribs 11 are arranged radially between rings 8 and 9. Double barrel reinforced structure featuring.
JP7407186A 1986-03-31 1986-03-31 Double cylinder reinforcing structure of chimney made of steel Granted JPS62228572A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP7407186A JPS62228572A (en) 1986-03-31 1986-03-31 Double cylinder reinforcing structure of chimney made of steel

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP7407186A JPS62228572A (en) 1986-03-31 1986-03-31 Double cylinder reinforcing structure of chimney made of steel

Publications (2)

Publication Number Publication Date
JPS62228572A JPS62228572A (en) 1987-10-07
JPH04157B2 true JPH04157B2 (en) 1992-01-06

Family

ID=13536579

Family Applications (1)

Application Number Title Priority Date Filing Date
JP7407186A Granted JPS62228572A (en) 1986-03-31 1986-03-31 Double cylinder reinforcing structure of chimney made of steel

Country Status (1)

Country Link
JP (1) JPS62228572A (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP4719119B2 (en) * 2006-10-04 2011-07-06 三菱重工業株式会社 Seismic retrofitting method for existing building structures

Also Published As

Publication number Publication date
JPS62228572A (en) 1987-10-07

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