JPS599828B2 - Earthquake-resistant equipment for furnace structures - Google Patents
Earthquake-resistant equipment for furnace structuresInfo
- Publication number
- JPS599828B2 JPS599828B2 JP8146879A JP8146879A JPS599828B2 JP S599828 B2 JPS599828 B2 JP S599828B2 JP 8146879 A JP8146879 A JP 8146879A JP 8146879 A JP8146879 A JP 8146879A JP S599828 B2 JPS599828 B2 JP S599828B2
- Authority
- JP
- Japan
- Prior art keywords
- earthquake
- furnace
- torque
- furnace body
- seismic
- 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
Links
Landscapes
- Furnace Housings, Linings, Walls, And Ceilings (AREA)
- Waste-Gas Treatment And Other Accessory Devices For Furnaces (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Description
【発明の詳細な説明】
この発明は、高炉、コークス乾式消火炉等の如き炉体構
造物の耐震装置に関するものである。DETAILED DESCRIPTION OF THE INVENTION The present invention relates to an earthquake-resistant device for furnace structures such as blast furnaces, coke dry fire extinguishing furnaces, and the like.
高炉、コークス乾式消火炉等の炉体と骨組との複合構造
の耐震性に関し、特に大重量で剛性のある炉体と軽量で
柔かい骨組との相互作用については現在研究中の問題で
あるが、実際に高炉(こついて地震時の状態を観測した
結果では第1図イ,口に示す通りの変形が発生する。Regarding the seismic resistance of composite structures of furnace bodies and frames such as blast furnaces and coke dry fire extinguishing furnaces, the interaction between heavy and rigid furnace bodies and lightweight and flexible frames is a problem currently under research. According to the results of actually observing the conditions during an earthquake in a blast furnace, deformation occurs as shown in Figure 1, A.
即ち第1図イにおける炉体1、該炉体1の基盤2、およ
び下部鉄骨3a,上部鉄骨3b,炉頂鉄骨3cからなる
骨組3により構成される炉構造物は、地震発生により第
1図唱こ示す如き変形が発生し、特に炉頂鉄骨30部分
で顕著なむち振り現象がみられ、このような現象は、剛
性の不均等に帰因するものと推定されている。In other words, the furnace structure composed of the furnace body 1 in FIG. Deformation as shown above occurred, and a noticeable whipping phenomenon was observed especially in the furnace top steel frame 30, and it is assumed that such a phenomenon is caused by uneven rigidity.
上記の如き剛性、重量のある炉体と、比較的軽量で柔か
い骨組とからなる炉構造物の特異的な現象に対しては、
静的震動法に基づく静的設計では如何ともなし難い。Regarding the peculiar phenomenon of the above-mentioned furnace structure, which consists of a rigid and heavy furnace body and a relatively lightweight and soft framework,
This is difficult to achieve with static design based on the static vibration method.
即ち高炉の剛性分布を変えるためには、高炉の構造を大
巾に変更しなければならず、コスト高となって困難であ
るから、動的応答解析の知見に基づいて、妥当な対策が
たてられねばならない。In other words, in order to change the stiffness distribution of the blast furnace, the structure of the blast furnace must be drastically changed, which is expensive and difficult. I have to be able to do it.
この発明は、以上の従来技術(こおける問題点を解決す
るため簡易な手段により、炉構造物を変更することなく
耐震応答性の優れた耐震装置を提供するもので炉体と前
記炉体を支持する骨組との接点に、外周に複数のローラ
を介して軟質金属が配置されている耐震ダンパーを設け
、地震発生時に両者間に生じた振動変位の差を前記耐震
ダンパーによってトルクに変換し、前記トルクにより生
ずるせん助降伏を利用して吸収すること(こ特徴を有す
るものである。This invention provides an earthquake-resistant device with excellent seismic response without changing the furnace structure by a simple means to solve the problems in the prior art described above. A seismic damper in which a soft metal is arranged on the outer periphery via a plurality of rollers is provided at the point of contact with the supporting frame, and the difference in vibration displacement that occurs between the two at the time of an earthquake is converted into torque by the seismic damper, The torque is absorbed by utilizing the assisted yielding caused by the torque.
次に、この発明を実施例により図面と共に説明する。Next, the present invention will be explained with reference to examples and drawings.
第2図〜第6図にはこの発明の耐震装置の実施例が示さ
れており、第2図は側面図、第3図は平面図、第4、第
5図は、部分拡大側面図と平面図であり、第6図はこの
発明の他の実施例を示す図である。2 to 6 show an embodiment of the seismic device of the present invention, in which FIG. 2 is a side view, FIG. 3 is a plan view, and FIGS. 4 and 5 are partially enlarged side views. FIG. 6 is a plan view showing another embodiment of the present invention.
図面において、1は炉体、3は骨組で、骨組3の炉体側
には、1対のブラケット4.4’が前記炉体1の周囲に
向って複数組設けられている。In the drawing, 1 is a furnace body, 3 is a frame, and on the furnace body side of the frame 3, a plurality of pairs of brackets 4, 4' are provided around the furnace body 1.
5は前記ブラケット4.4’間にわたって嵌装されてい
る軸で、軸5の外周には複数のローラ6を介して、鉛の
如き軟質金属7が配置され、耐震ダンパーAを形成して
いる。Reference numeral 5 denotes a shaft fitted between the brackets 4 and 4', and a soft metal 7 such as lead is placed on the outer periphery of the shaft 5 via a plurality of rollers 6, forming an earthquake-resistant damper A. .
8は前記軟質金属7から炉体1に向って延出する腕で、
前記腕8の端部は、炉体1に固着されている。8 is an arm extending from the soft metal 7 toward the furnace body 1;
The end of the arm 8 is fixed to the furnace body 1.
かくすることにより、地震発生時に、前記軸5には炉体
1と骨組3との別々の変形による太きなせん断力Qが作
用し、骨組3内には、該せん断力Qに見合うポテンシャ
ルエネルギーが蓄積され、過犬な加速度入力となろうと
するが、前記軸5の周囲には軟質金属7からなる耐震ダ
ンパーAが介在されているので、前記せん断力Qがトル
クに変化し、前記耐震ダンパーAにおいてエネルギー吸
収が図られ、第7図に示す如き、トルクTと回転角θに
対し、安定した履歴性が示される。As a result, when an earthquake occurs, a large shearing force Q is applied to the shaft 5 due to the separate deformation of the furnace body 1 and the framework 3, and potential energy corresponding to the shearing force Q is generated within the framework 3. However, since the seismic damper A made of soft metal 7 is interposed around the shaft 5, the shear force Q changes to torque, and the seismic damper At point A, energy absorption is achieved, and as shown in FIG. 7, stable hysteresis is shown with respect to torque T and rotation angle θ.
第6図に示すものはこの発明の他の実施例で、前述した
構成の耐震ダンパーAの下方に、重錘9′を有する振子
9を設けたもので、この場合の軟質金属7は、必ずしも
エネルギー吸収の大なる材質のものを使用する必要はな
く、前記振子9により炉体1と骨組3とのエネルギー伝
達が妨げられて、免振型の耐震装置となる。The one shown in FIG. 6 is another embodiment of the present invention, in which a pendulum 9 having a weight 9' is provided below the seismic damper A having the above-described structure. It is not necessary to use a material that absorbs a large amount of energy, and the pendulum 9 prevents energy transmission between the furnace body 1 and the frame 3, resulting in a seismic isolation type seismic device.
以上説明したように、この発明装置によれば、炉体と骨
組構造物との接点に、簡学な耐震ダンパーを用いること
により、地震エネルギーを確実に吸収あるいは妨げるこ
とができ、既存の炉構造物を大巾に改造することなく、
耐震性の優れた構造物とすることができる。As explained above, according to the device of this invention, by using a simple seismic damper at the contact point between the furnace body and the frame structure, seismic energy can be reliably absorbed or blocked, and Without having to completely remodel things,
It is possible to create a structure with excellent earthquake resistance.
第1図イ,口は従来技術における地震時の炉構造物の変
形を示す側面図、第2図はこの発明装置の部分側面図、
第3図は同じく部分平面図、第4図及び第5図はこの発
明の要部を示す部分拡大側面図と平面図、第6図はこの
発明における他の実施例を示す側面図、第7図は炉と骨
組との接点におけるトルクと回転角との履歴性を示すグ
ラフである。
図面において、1・・・炉体、2・・・基盤、3・・・
骨組、4・・・ブラケット、5・・・軸、6・・・ロー
ラー、7・・・軟質金属、8・・・腕、9・・・振子。Figure 1A is a side view showing the deformation of the reactor structure during an earthquake in the prior art; Figure 2 is a partial side view of the device of this invention;
3 is a partial plan view, FIGS. 4 and 5 are a partially enlarged side view and a plan view showing essential parts of the invention, FIG. 6 is a side view showing another embodiment of the invention, and FIG. The figure is a graph showing the hysteresis of torque and rotation angle at the contact point between the furnace and the framework. In the drawings, 1...Furnace body, 2...Base, 3...
Frame, 4... Bracket, 5... Shaft, 6... Roller, 7... Soft metal, 8... Arm, 9... Pendulum.
Claims (1)
に複数のローラを介して軟質金属が配置されている耐震
ダンパーを設け、地震発生時に両者間に生じた振動変位
の差を前記耐屡ダンパーによってトルクに変換し、前記
トルクにより生ずるせん断降伏を利用してこれを吸収す
ることを特徴とする炉体構造物の耐震装置。1. A seismic damper, in which soft metal is arranged around the outer periphery of the furnace body through a plurality of rollers, is installed at the contact point between the furnace body and the framework that supports the furnace body, and is used to dampen the difference in vibration displacement that occurs between the two when an earthquake occurs. An earthquake-resistant device for a furnace structure, characterized in that the earthquake resistance damper converts the torque into torque, and absorbs the torque by utilizing shear yield generated by the torque.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP8146879A JPS599828B2 (en) | 1979-06-29 | 1979-06-29 | Earthquake-resistant equipment for furnace structures |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP8146879A JPS599828B2 (en) | 1979-06-29 | 1979-06-29 | Earthquake-resistant equipment for furnace structures |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS567984A JPS567984A (en) | 1981-01-27 |
| JPS599828B2 true JPS599828B2 (en) | 1984-03-05 |
Family
ID=13747225
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP8146879A Expired JPS599828B2 (en) | 1979-06-29 | 1979-06-29 | Earthquake-resistant equipment for furnace structures |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS599828B2 (en) |
Families Citing this family (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS58189061U (en) * | 1982-06-11 | 1983-12-15 | 正起金属加工株式会社 | Continuous casting equipment for thin wires and thin plates |
| JPH02129315A (en) * | 1988-11-08 | 1990-05-17 | Ibiden Co Ltd | Roll for conveying stainless steel |
| WO2010087136A1 (en) * | 2009-01-27 | 2010-08-05 | 新日本製鐵株式会社 | Blast furnace installation, method for improving earthquake resistance of a blast furnace installation, and linking vibration control apparatus |
-
1979
- 1979-06-29 JP JP8146879A patent/JPS599828B2/en not_active Expired
Also Published As
| Publication number | Publication date |
|---|---|
| JPS567984A (en) | 1981-01-27 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| US4633628A (en) | Device for base isolating structures from lateral and rotational support motion | |
| US4206717A (en) | Mooring apparatus | |
| JPS599828B2 (en) | Earthquake-resistant equipment for furnace structures | |
| JPS6216336B2 (en) | ||
| JP2717143B2 (en) | Vibration control method of buildings by friction | |
| JP3957890B2 (en) | Building vibration control device | |
| JP3792395B2 (en) | Building vibration control device | |
| JP3026446B2 (en) | Seismic isolation device | |
| JP4319392B2 (en) | slider | |
| JPH0262670B2 (en) | ||
| JP3576265B2 (en) | Buffer damper | |
| JP2603426B2 (en) | Seismic isolation structure | |
| JP3260473B2 (en) | Mega structure brace frame damping structure incorporating damper unit | |
| JPH0743003B2 (en) | Dynamic vibration absorber | |
| JPH0262668B2 (en) | ||
| JPS61215825A (en) | Anti-seismic supporting device | |
| JP5758532B2 (en) | Compound damping damper | |
| JP2544347Y2 (en) | Vibration energy absorber attached to building frame | |
| JPH03249443A (en) | Microvibration mass damper | |
| JPH03235842A (en) | Building vibration damping device | |
| JP2012241848A (en) | Composite vibration control damper | |
| JPH0647148Y2 (en) | Steel rod damper | |
| JPH0444671B2 (en) | ||
| JPH02157369A (en) | Vibration control device for structures | |
| JPH0953336A (en) | Base isolating structure |