JPS6213507A - Method for building retaining wall of blast furnace hearth - Google Patents
Method for building retaining wall of blast furnace hearthInfo
- Publication number
- JPS6213507A JPS6213507A JP15183885A JP15183885A JPS6213507A JP S6213507 A JPS6213507 A JP S6213507A JP 15183885 A JP15183885 A JP 15183885A JP 15183885 A JP15183885 A JP 15183885A JP S6213507 A JPS6213507 A JP S6213507A
- Authority
- JP
- Japan
- Prior art keywords
- retaining wall
- blast furnace
- anchor bolts
- foundation part
- mortar
- 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.)
- Granted
Links
Landscapes
- Blast Furnaces (AREA)
- Furnace Housings, Linings, Walls, And Ceilings (AREA)
Abstract
Description
本発明は高炉鋳床における擁壁の構築方法に関するもの
である。The present invention relates to a method for constructing a retaining wall in a blast furnace casthouse.
高炉鋳床には高炉からの溶銑を流出させる流路を形成す
るための溶銑樋が設けられており、この溶銑樋と作業床
とを区別するために擁壁が設けられている。
この擁壁は、はとんどの場合鉄筋類などの補強材を用い
ず、現場で必要数だけレンガを一個づつ手積みで構築す
る方法でなされていた。A blast furnace cast bed is provided with a hot metal gutter to form a flow path for flowing hot metal from the blast furnace, and a retaining wall is provided to distinguish the hot metal gutter from the working floor. In most cases, retaining walls were constructed by hand-laying the required number of bricks one by one on site, without using reinforcing materials such as reinforcing steel.
ところが、上述したような従来の擁壁構築方法は現場に
おいて手積みするものであるため短期工事が望めず加え
て高度の熟練度も求められていた。
更に鉄筋などの補強材を用いていないために、レンガの
剥離やズレなどが生じたり、また側圧強度不足による倒
壊等のために修理頻度が高く、安全性の面でも問題があ
った。However, the conventional retaining wall construction method described above requires construction by hand at the site, so it cannot be completed in a short period of time and requires a high level of skill. Furthermore, since reinforcing materials such as reinforcing bars were not used, bricks often peeled off or shifted, and due to lack of lateral pressure strength, they collapsed, requiring frequent repairs, which posed safety problems.
本発明者らは上記問題点を解決すべく種々゛の研究を行
なった結果、これらの問題点は高炉鋳床の床盤にアンカ
ーボルトを固定しておき、次いで擁壁用に予め所望の高
さにレンガパネルを組み建てておくと共にその下端に止
金具を固定した基礎部を一体に設けておきこれをモルタ
ルを打設した床の上にクレーン等を用いて設置して前記
固定金具と前記アンカーボルトとを固定することにより
解決できることを究明し、本発明を完成したのである。
すなわち本発明は、高炉鋳床の床盤にアンカーボルトを
固定しておき、次いで予め所望の高さにパネル状に組み
建てたレンガパネルとその下端に一体に設(プた止金具
付基礎部とをモルタルを打設した床盤の上にクレーン等
を用いて設置し、止金具とアンカーボルトとを固定して
擁壁を構築することを特徴とする高炉鋳床の擁壁構築方
法を提供するものである。
以下、図面を用いて本発明に係る高炉鋳床の擁壁構築方
法を説明する。
第1図及び第2図はそれぞれ本発明方法によって構築さ
れた高炉鋳床の擁壁の実施例の断面図、第3図は本発明
方法によって構築された高炉鋳床の擁壁の実施例の正面
図、第4図は本発明方法によって構築された高炉鋳床の
擁壁の1実施例の構造説明図である。
図面中、1はレンガブロックを擁癖用の所望の高ざのパ
ネル状に組み建てたレンガパネル、2はこのレンガパネ
ル1の下端に一体に設けた基礎部であり、このレンガパ
ネル1及び基礎部2は第4図に示す如く鉄筋などの補強
材を用いて一体化されている。3はレンガパネル1と基
礎部2とが設置される高炉鋳床の床盤、4は床盤3と基
礎部2とを接着固定するために床盤3上に打設されてい
るモルタル、5は床盤3に埋設固定されているアンカー
ボルト、6は基礎部2とアンカーボルト5とを連結して
固定する止金具であり予め基礎部2に固定されている。
7はレンガパネル1と基礎部2とより成りモルタル4.
アンカーポルh 5及び止金具6により床M3の上に固
定された擁壁であり、この擁壁7の構造としては耐久性
、運搬性及び安定性の面から第4図に示す如き構造のも
のが望ましい。8はこの擁壁7の背面側に充填されろ水
砕スラグなとより成る充填材、9は高炉からの溶銑を流
出させるための溶銑樋であり、この溶銑樋9は床盤3の
上に設置されている樋床敷材10上に設けられている。
【実施例]
(実施例1)
第1図は本発明方法の1実施例の側断面図であり、L(
7)実施例は予め他所で作製されたレンガパネル1と基
礎部2とから成る擁壁7をクレーン等で懸吊し設置現場
である溶銑1i19近辺に移動させ、溶銑樋9の両側の
接着用のモルタル4を打設した現場に設置し、第4図に
示すようにこの擁壁7の基礎部2をアンカーボルト5に
より床盤3上に固定されている止金具6に固定し、擁壁
7の背面側に水砕スラグの充填材8を充填して擁壁の構
築を完了した。
(実施例2)
第2図は本発明方法の他の実施例の側断面図であり、こ
の実施例は擁壁7に対して床盤3が前後に傾いている場
合の設置方法を示したものである。
擁壁7を垂直に立設するために、実施例1で示した接着
用のモルタル4の上面が水平になる如く、すなわち、そ
の断面形状が模形になる如くモルタル4を打設した。し
かる後にクレーンなどにより擁壁7を懸吊してモルタル
4上に移動して設置し、第4図に示す如く止金具6.ア
ンカーボルト5により床盤3に固定し、擁壁7の背中合
わせになった中央部に充填材8を充填して擁壁の構築を
完了した。尚、モルタル4中に鋼などから成る模(図示
せず)を埋設した結果、安定性が増大できた。
(実施例3)
第3図は本発明方法の更に他の実施例の正面図であり、
この実施例は擁壁7の長手方向に床盤3が傾斜している
場合の擁壁7の設置例を示すものである。実施例2で述
べたモルタル4を喫状に打設したり、鋼製楔などでその
傾斜分を補填することは困難であるので、予め擁壁7を
設置する場所の床盤3の傾斜を実測しておきその傾斜に
合わせて擁壁7の基礎部2の下面を作製し、擁壁7が直
立し得るようにした。かくして擁壁7を設置する場所の
床盤3面にモルタル4を均等厚さに打設し、クレーン等
により擁壁7を懸吊し設置した後に止金具6.アンカー
ボルト5により固定して擁壁の構築を完了した。
【発明の作用効果1
以上の如く本発明に係る高炉鋳床の擁壁構築方法は・現
場でレンガを一個づつ手積み構築する方法ではなく予め
他の場合でレンガパネルを作成しこのレンガパネルを床
盤上に設置する方法であるので現場での施工時間を短縮
でき、またアンカーボルトや止金具などを用いているの
で作業者が特に熟練した者でなくとも一定以上の強度を
有する高炉鋳床の擁壁を構築することができ、擁壁の度
量なる倒壊を防止できるなど、工業上多大な価値を有す
るものである。The inventors of the present invention have conducted various studies to solve the above problems, and have found that these problems can be solved by fixing anchor bolts to the floor plate of the blast furnace casthouse, and then setting the desired height for the retaining wall in advance. Brick panels are assembled and erected, and a foundation with fasteners fixed to the lower end is integrally provided, and this is installed using a crane or the like on a floor covered with mortar, and the above-mentioned fasteners and the above-mentioned They discovered that the problem could be solved by fixing the problem with an anchor bolt, and completed the present invention. That is, in the present invention, anchor bolts are fixed to the floor plate of a blast furnace casthouse, and then the brick panels are assembled in advance into a panel shape at a desired height, and the foundation part with fasteners is integrally installed at the lower end of the brick panel. Provided is a method for constructing a retaining wall for a blast furnace casthouse, characterized in that the retaining wall is constructed by installing the retaining wall using a crane or the like on a bed plate on which mortar has been cast, and fixing the fasteners and anchor bolts. Hereinafter, the method for constructing a retaining wall for a blast furnace casthouse according to the present invention will be explained using the drawings. Figures 1 and 2 show the retaining wall for a blast furnace casthouse constructed by the method of the present invention, respectively. FIG. 3 is a front view of an embodiment of a retaining wall for a blast furnace casthouse constructed by the method of the present invention, and FIG. 4 is a cross-sectional view of an embodiment of a retaining wall for a blast furnace casthouse constructed by the method of the present invention. This is an explanatory diagram of the structure of an example. In the drawing, 1 is a brick panel constructed by assembling brick blocks into a panel shape of a desired height for retaining, and 2 is a foundation part integrally provided at the lower end of this brick panel 1. The brick panel 1 and the foundation part 2 are integrated using reinforcing materials such as reinforcing bars as shown in Fig. 4. 3 is the floor of the blast furnace casthouse where the brick panel 1 and the foundation part 2 are installed. A board, 4 is mortar placed on the floor board 3 to adhesively fix the floor board 3 and the foundation part 2, 5 is an anchor bolt embedded and fixed in the floor board 3, and 6 is the foundation part 2 and It is a fastener for connecting and fixing the anchor bolt 5, and is fixed in advance to the foundation part 2. 7 consists of the brick panel 1 and the foundation part 2, and the mortar 4.
This is a retaining wall fixed on the floor M3 by anchor poles h5 and fasteners 6, and the structure of this retaining wall 7 is as shown in Fig. 4 in terms of durability, transportability, and stability. is desirable. 8 is a filling material such as granulated slag that is filled on the back side of this retaining wall 7, and 9 is a hot metal gutter for draining hot metal from the blast furnace. It is provided on the installed gutter flooring material 10. [Example] (Example 1) Figure 1 is a side sectional view of one example of the method of the present invention, and L(
7) In this example, a retaining wall 7 consisting of a brick panel 1 and a foundation part 2, which had been previously prepared elsewhere, was suspended by a crane or the like and moved to the vicinity of the hot metal 1i19 installation site, and was used for adhesion on both sides of the hot metal gutter 9. As shown in FIG. 4, the foundation 2 of the retaining wall 7 is fixed to the fasteners 6 fixed on the floor plate 3 with anchor bolts 5, and the retaining wall A filler material 8 of granulated slag was filled on the back side of the retaining wall 7 to complete the construction of the retaining wall. (Example 2) FIG. 2 is a side sectional view of another example of the method of the present invention, and this example shows an installation method when the floor plate 3 is tilted forward and backward with respect to the retaining wall 7. It is something. In order to erect the retaining wall 7 vertically, the mortar 4 was cast so that the upper surface of the adhesive mortar 4 shown in Example 1 was horizontal, that is, so that its cross-sectional shape was a model. Thereafter, the retaining wall 7 is suspended by a crane or the like, moved and installed on the mortar 4, and the fasteners 6. The structure of the retaining wall was completed by fixing it to the floor plate 3 with anchor bolts 5, and filling the center part of the retaining wall 7 with the back to back sides filled with filler material 8. Incidentally, as a result of embedding a pattern (not shown) made of steel or the like in the mortar 4, stability could be increased. (Example 3) FIG. 3 is a front view of still another example of the method of the present invention,
This embodiment shows an example of installing the retaining wall 7 in a case where the floor plate 3 is inclined in the longitudinal direction of the retaining wall 7. Since it is difficult to cast the mortar 4 in a draft shape as described in Example 2 or to compensate for the slope with a steel wedge, etc., the slope of the floor plate 3 where the retaining wall 7 is to be installed is adjusted in advance. The lower surface of the base part 2 of the retaining wall 7 was prepared according to the measured slope so that the retaining wall 7 could stand upright. In this way, mortar 4 is poured to a uniform thickness on the floor plate 3 at the location where the retaining wall 7 is to be installed, and after the retaining wall 7 is suspended and installed using a crane or the like, the fasteners 6. It was fixed with anchor bolts 5 and the construction of the retaining wall was completed. Effect 1 of the invention As described above, the method for constructing a retaining wall for a blast furnace casthouse according to the present invention is not a method in which bricks are hand-laid one by one on site, but a brick panel is created in advance in another case, and then this brick panel is assembled. Because it is installed on the floorboard, construction time can be shortened on site, and because anchor bolts and fasteners are used, it is possible to create a blast furnace cast bed that has a certain level of strength even if the workers are not particularly skilled. It has great industrial value, as it allows the construction of retaining walls and prevents the retaining walls from collapsing.
第1図及び第2図はそれぞれ本発明方法によって構築さ
れた高炉鋳床の擁壁の実施例の断面図、第3図は本発明
方法によって構築された高炉鋳床の擁壁の実施例の正面
図、第4図は本発明方法によって構築された高炉鋳床の
擁壁の1実施例の構造説明図である。
1・・レンガパネル
2・・基礎部
3・・床盤
4・・モルタル
5・・アンカーボルト
6・・止金具
7・・擁壁
8・・充填材
9・・溶銑樋
10・・樋体敷材FIGS. 1 and 2 are cross-sectional views of an embodiment of a retaining wall for a blast furnace casthouse constructed by the method of the present invention, and FIG. 3 is a cross-sectional view of an embodiment of a retaining wall for a blast furnace casthouse constructed by the method of the present invention. The front view and FIG. 4 are structural explanatory diagrams of one embodiment of a retaining wall for a blast furnace casthouse constructed by the method of the present invention. 1. Brick panel 2. Foundation 3. Floor plate 4. Mortar 5. Anchor bolt 6. Fastener 7. Retaining wall 8. Filling material 9. Hot metal gutter 10. Gutter bed. material
Claims (1)
次いで予め所望の高さのパネル状に組み建てたレンガパ
ネルとその下端に一体に設けた止金具付基礎部とをモル
タルを打設した床盤の上にクレーン等を用いて設置し、
止金具とアンカーボルトとを固定して擁壁を構築するこ
とを特徴とする高炉鋳床の擁壁構築方法を提供するもの
である。1 Fix anchor bolts to the floor plate of the blast furnace casthouse,
Next, a crane or the like is used to install the brick panels, which have been pre-assembled into panels of a desired height, and the foundation with fasteners that are integrally provided at the lower end of the brick panels, onto the floor slab on which mortar has been poured.
The present invention provides a method for constructing a retaining wall for a blast furnace casthouse, which comprises constructing the retaining wall by fixing fasteners and anchor bolts.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP15183885A JPS6213507A (en) | 1985-07-10 | 1985-07-10 | Method for building retaining wall of blast furnace hearth |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP15183885A JPS6213507A (en) | 1985-07-10 | 1985-07-10 | Method for building retaining wall of blast furnace hearth |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS6213507A true JPS6213507A (en) | 1987-01-22 |
JPH0520483B2 JPH0520483B2 (en) | 1993-03-19 |
Family
ID=15527400
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP15183885A Granted JPS6213507A (en) | 1985-07-10 | 1985-07-10 | Method for building retaining wall of blast furnace hearth |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS6213507A (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2008240000A (en) * | 2007-03-23 | 2008-10-09 | Sumitomo Metal Ind Ltd | Trough structure coping with thermal-expansion of trough refractory, and trough peripheral structure |
JP2012052211A (en) * | 2010-09-03 | 2012-03-15 | Nippon Steel Corp | Transfer gutter for molten metal |
-
1985
- 1985-07-10 JP JP15183885A patent/JPS6213507A/en active Granted
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2008240000A (en) * | 2007-03-23 | 2008-10-09 | Sumitomo Metal Ind Ltd | Trough structure coping with thermal-expansion of trough refractory, and trough peripheral structure |
JP2012052211A (en) * | 2010-09-03 | 2012-03-15 | Nippon Steel Corp | Transfer gutter for molten metal |
Also Published As
Publication number | Publication date |
---|---|
JPH0520483B2 (en) | 1993-03-19 |
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