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JP6651813B2 - Maintenance scaffold for steel making - Google Patents
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JP6651813B2 - Maintenance scaffold for steel making - Google Patents

Maintenance scaffold for steel making Download PDF

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JP6651813B2
JP6651813B2 JP2015230813A JP2015230813A JP6651813B2 JP 6651813 B2 JP6651813 B2 JP 6651813B2 JP 2015230813 A JP2015230813 A JP 2015230813A JP 2015230813 A JP2015230813 A JP 2015230813A JP 6651813 B2 JP6651813 B2 JP 6651813B2
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steelmaking
scaffold
main body
roll
plate
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JP2017096020A (en
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裕之 杉浦
裕之 杉浦
大樹 井上
大樹 井上
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Starlite Co Ltd
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Description

本発明は、連続鋼板圧延設備における製鋼用ロール間に設置する製鋼用メンテナンス足場に関するものである。   TECHNICAL FIELD The present invention relates to a steelmaking maintenance scaffold installed between steelmaking rolls in a continuous steel plate rolling facility.

通常、連続鋼板圧延設備は、圧延鋼板の上下面を一対のワークロールで挟み、その外側から一対のバックアップロールで挟み込む構造の圧延機が、圧延鋼板の送り方向に複数配置され、更に圧延機の前後若しくは圧延機間に一定間隔で搬送ロールが多数列設されたものである(特許文献1参照)。   Normally, a continuous steel plate rolling equipment is configured such that a plurality of rolling mills having a structure in which the upper and lower surfaces of a rolled steel sheet are sandwiched between a pair of work rolls and a pair of backup rolls from the outside thereof are arranged in the feed direction of the rolled steel sheet, and A large number of transport rolls are arranged at regular intervals between front and rear or between rolling mills (see Patent Document 1).

このような連続鋼板圧延設備において、圧延機のワークロールやバックアップロールの交換や位置調整等のメンテナンスが頻繁に行なわれている。また、搬送ロールも同様に、摩耗や損傷を原因として定期的に交換作業が行なわれている。これらのメンテナンス時には、作業者のための足場を設けることになるが、設置と撤去が容易なように、従来は木製又は金属製の足場をロールの上端間に渡して設置していた。特に、硬度の低い木製の足場を用いれば、ロールを傷つけ難いという利点がある。   In such a continuous steel plate rolling equipment, maintenance such as replacement of work rolls and backup rolls of a rolling mill and position adjustment are frequently performed. Similarly, the transport rolls are also periodically replaced due to wear or damage. At the time of these maintenances, a scaffold for an operator is provided, but a wooden or metal scaffold has conventionally been provided across the upper end of the roll for easy installation and removal. In particular, if a wooden scaffold having low hardness is used, there is an advantage that the roll is hardly damaged.

特開2005−296965号公報JP 2005-296965 A

しかしながら、木製又は金属製の足場は重くて取り扱いに労力を要し、その上、木製の足場を用いてもロールの表面を傷つけることがあり、更に足場をロール上端間に渡して保持するのは安定性に欠けるといった課題があった。   However, wooden or metal scaffolds are heavy and laborious to handle, and even using wooden scaffolds can damage the surface of the roll, and it is more difficult to hold the scaffold across the top of the roll. There was a problem of lack of stability.

そこで、本発明が前述の状況に鑑み、解決しようとするところは、連続鋼板圧延設備における製鋼用ロール間に設置する製鋼用メンテナンス足場において、軽量で取り扱いが容易であり、ロール表面を傷つけることがなく、隣接するロール間に渡して容易に設置することが可能であり、ロール間に設置状態で安定である製鋼用メンテナンス足場を提供する点にある。   Therefore, in view of the above situation, the present invention seeks to solve a problem in a steelmaking maintenance scaffold installed between steelmaking rolls in a continuous steel sheet rolling facility, which is lightweight and easy to handle, and may damage the roll surface. Therefore, the present invention is to provide a steelmaking maintenance scaffold that can be easily installed between adjacent rolls and that is stable between rolls in the installed state.

本発明は、前述の課題解決のために、連続鋼板圧延設備における製鋼用ロール間に設置する製鋼用メンテナンス足場であって、板状芯材と、該板状芯材の外表面に形成したポリウレア樹脂層とを有し、断面略長方形状の本体部の両側上縁部に張り出した係止部を有し、前記本体部の横幅は、隣接する前記ロール間の最短間隔D1よりも大きく、両側の前記係止部の先端間幅は、隣接する前記ロールの中心間隔D2よりも小さく設定し、更に前記本体部の上面と前記係止部の上面を同一平面とするとともに、前記本体部の両下縁部と前記係止部の先端部が共に前記ロールの表面に接触するように寸法設定してなることを特徴とする製鋼用メンテナンス足場を構成した(請求項1)。 The present invention is directed to a steelmaking maintenance scaffold installed between steelmaking rolls in a continuous steel plate rolling facility for solving the above-mentioned problems, comprising: a plate-shaped core material; and a polyurea formed on an outer surface of the plate-shaped core material. A resin layer, and a locking portion protruding from upper edges of both sides of the main body having a substantially rectangular cross section. The width of the main body is larger than the shortest distance D1 between the adjacent rolls. The width between the leading ends of the locking portions is set to be smaller than the center interval D2 between the adjacent rolls. Further, the upper surface of the main body portion and the upper surface of the locking portion are flush with each other. A maintenance scaffold for steelmaking is characterized in that the dimension is set so that both the lower edge and the tip of the locking portion come into contact with the surface of the roll (claim 1).

ここで、前記板状芯材が、発泡性樹脂材からなることが好ましい(請求項2)。   Here, it is preferable that the plate-shaped core material is made of a foamable resin material.

更に、前記係止部の断面形状は、外側端に向けて先細の直角三角形状であることがより好ましい(請求項)。 Further, the sectional shape of the locking portion is preferably a tapering of a right triangle toward the outer end (claim 3).

また、前記係止部の断面形状は、外側端に向けて先細で、下面が前記ロールの表面に密接する円弧面を有する形状であることも好ましい(請求項)。 Further, the sectional shape of the locking portion, tapered towards the outer end, is preferable (claim 4) is a shape having a circular arc surface which lower surface is in close contact with the surface of the roll.

ここで、上面に位置する前記ポリウレア樹脂層に連続し、前記本体部から両係止部にかけて幅方向に延びた補強リブを前記ロールの軸方向に所定間隔で複数設け、該補強リブが前記板状芯材に形成したスリット溝に埋没状態で設けてなることも好ましい(請求項)。 Here, a plurality of reinforcing ribs continuous with the polyurea resin layer located on the upper surface and extending in the width direction from the main body portion to the both locking portions are provided at predetermined intervals in the axial direction of the roll, and the reinforcing ribs are provided on the plate. it is also preferably formed by providing in retracted state into a slit groove formed in Jo core (claim 5).

以上にしてなる本発明の製鋼用メンテナンス足場は、連続鋼板圧延設備における製鋼用ロール間に設置する製鋼用メンテナンス足場であって、板状芯材と、該板状芯材の外表面に形成したポリウレア樹脂層とを有し、断面略長方形状の本体部の両側上縁部に張り出した係止部を有し、前記本体部の横幅は、隣接する前記ロール間の最短間隔D1よりも大きく、両側の前記係止部の先端間幅は、隣接する前記ロールの中心間隔D2よりも小さく設定し、更に前記本体部の上面と前記係止部の上面を同一平面とするとともに、前記本体部の両下縁部と前記係止部の先端部が共に前記ロールの表面に接触するように寸法設定してなるので、表面がポリウレア樹脂層であるのでロール表面を傷つけることがなく、また十分な曲げ剛性を備え、作業者が乗っても十分な強度を確保することができ、更に耐摩耗性にも優れ、水分がある環境でも使用することができ、薬品に対しても耐久性を有し、その上、隣接するロール間に足場を簡単且つ安定に設置することができ、ロール上に突出部がないので高所作業が安全である。また、上面がフラットであるので高所作業時に躓く恐れもない。 The steelmaking maintenance scaffold of the present invention as described above is a steelmaking maintenance scaffold installed between steelmaking rolls in a continuous steel plate rolling facility, and is formed on a plate-shaped core material and an outer surface of the plate-shaped core material. Having a polyurea resin layer, and having a locking portion protruding at both upper edges of the main body portion having a substantially rectangular cross section, the lateral width of the main body portion is larger than the shortest interval D1 between the adjacent rolls, The width between the leading ends of the locking portions on both sides is set to be smaller than the center interval D2 between the adjacent rolls, and the upper surface of the main body portion and the upper surface of the locking portion are flush with each other. Both lower edges and the leading end of the locking portion are dimensioned so that they both come into contact with the surface of the roll, so that the surface is a polyurea resin layer, so that the roll surface is not damaged, and sufficient bending is performed. With rigidity, Also it is possible to secure a sufficient strength I, further excellent wear resistance, can also be used in environments where there is water, has a durability against chemicals, thereon, between adjacent rolls The scaffold can be easily and stably installed, and since there is no protrusion on the roll, work at a high place is safe. In addition, since the upper surface is flat, there is no risk of tripping when working at heights.

請求項2によれば、前記板状芯材が、発泡性樹脂材からなるので、軽量で取り扱いが容易である。例えば、従来の木製又は金属製の足場の重量が10kg以上であったのが、本発明の足場では約3kgに軽量化できた。   According to the second aspect, since the plate-shaped core member is made of a foamable resin material, it is lightweight and easy to handle. For example, while the weight of a conventional wooden or metal scaffold was 10 kg or more, the scaffold of the present invention could be reduced to about 3 kg.

請求項によれば、前記係止部の断面形状は、外側端に向けて先細の直角三角形状であるので、上下の間違いなく確実にロール間に渡して設置できる。 According to claim 3, the cross-sectional shape of the locking portion are the tapering of the right triangle toward the outer end, can be installed by passing securely between the rolls definitely vertically.

請求項によれば、前記係止部の断面形状は、外側端に向けて先細で、下面が前記ロールの表面に密接する円弧面を有する形状であるので、請求項3の効果に加えて係止部をロール表面に密接状態で設置することができ、足場に加わる荷重を分散させて支持することができる。 According to claim 4, the cross-sectional shape of the locking portion is tapered towards the outer end, since a shape having an arc surface which lower surface is in close contact with the surface of the roll, in addition to the effect of claim 3 The locking portion can be installed in close contact with the roll surface, and the load applied to the scaffold can be dispersed and supported.

請求項によれば、上面に位置する前記ポリウレア樹脂層に連続し、前記本体部から両係止部にかけて幅方向に延びた補強リブを前記ロールの軸方向に所定間隔で複数設け、該補強リブが前記板状芯材に形成したスリット溝に埋没状態で設けてなるので、曲げ剛性が大幅に高くなり、スパンの長いロール間に使用できる十分な強度を確保することができ、足場としての厚さを補強リブが無い場合と比べて薄くすることができる。 According to claim 5, continuous with the polyurea resin layer located on the upper surface, a plurality provided at predetermined intervals a reinforcing rib extending in the width direction from the main body portion to the both locking portions in the axial direction of the roll, reinforcing Since the ribs are provided in a buried state in the slit grooves formed in the plate-shaped core material , the bending rigidity is significantly increased, and sufficient strength that can be used between rolls having a long span can be secured, and as a scaffold, The thickness can be reduced as compared with the case without the reinforcing rib.

本発明の係る製鋼用メンテナンス足場の厚さ100mmタイプの斜視図である。It is a perspective view of a 100-mm-thick type of the maintenance scaffold for steelmaking concerning this invention. 本発明の係る製鋼用メンテナンス足場の厚さ70mmタイプの斜視図である。1 is a perspective view of a 70 mm-thick steel maintenance scaffold according to the present invention. 足場の縦断面図である。It is a longitudinal section of a scaffold. 曲げ試験の配置図である。It is a layout diagram of a bending test. 厚さ100mmタイプの足場をロール間に設置した状態を示し、(a)は縦断面図、(b)は一部破断して示した斜視図である。It is the state which installed the scaffold of 100-mm-thick type between rolls, (a) is a longitudinal cross-sectional view, (b) is the perspective view which showed partially broken and shown. 厚さ70mmタイプの足場をロール間に設置した状態を示し、(a)は縦断面図、(b)は一部破断して示した斜視図である。It is a state in which a scaffold having a thickness of 70 mm has been installed between rolls, (a) is a longitudinal sectional view, and (b) is a perspective view partially broken away. 足場の他の実施形態を示す縦断面図である。It is a longitudinal section showing other embodiments of a scaffold.

次に、添付図面に示した実施形態に基づき、本発明を更に詳細に説明する。図1〜図3は、本発明の足場の実施形態を示し、図中符号Aは厚さ100mmタイプの足場、Bは厚さ70mmタイプの足場、1は本体部、2は係止部、3は板状芯材、4はポリウレア層、5はロールをそれぞれ示している。   Next, the present invention will be described in more detail based on embodiments shown in the accompanying drawings. 1 to 3 show a scaffold according to an embodiment of the present invention. In the drawings, reference symbol A denotes a scaffold of 100 mm thickness, B denotes a scaffold of 70 mm thickness, 1 denotes a main body, 2 denotes a locking portion, Denotes a plate-shaped core material, 4 denotes a polyurea layer, and 5 denotes a roll.

本発明の製鋼用メンテナンス足場は、連続鋼板圧延設備における製鋼用ロール間に、例えば隣接する搬送ロール間に設置し、連続鋼板圧延設備のメンテナンス時に作業者は乗って使用するものである。本実施形態では、厚さが100mmタイプの足場A(図1参照)と、厚さ70mmタイプの足場B(図2参照)を示している。足場A,Bとも基本構成は同じである。   The steelmaking maintenance scaffold of the present invention is installed between steelmaking rolls in a continuous steel plate rolling facility, for example, between adjacent transport rolls, and is used by an operator during maintenance of the continuous steel plate rolling facility. In the present embodiment, a scaffold A having a thickness of 100 mm (see FIG. 1) and a scaffold B having a thickness of 70 mm (see FIG. 2) are shown. Scaffolds A and B have the same basic configuration.

前記足場Aは、図1及び図3に示すように、板状芯材3と、該板状芯材3の外表面に形成したポリウレア樹脂層4とを有し、断面略長方形状の本体部1の両側上縁部に張り出した係止部2,2を有した構造である。ここで、軽量化のために、前記板状芯材3を発泡性樹脂材としている。前記板状芯材3は、前記本体部1と係止部2,2を有する形状に発泡性樹脂材で成形若しくはブロック状に成形したものを切削して作製する。   The scaffold A has a plate-shaped core material 3 and a polyurea resin layer 4 formed on the outer surface of the plate-shaped core material 3 as shown in FIGS. 1 is a structure having locking portions 2 and 2 protruding from upper edges of both sides. Here, the plate-shaped core material 3 is made of a foamable resin material for weight reduction. The plate-shaped core member 3 is manufactured by cutting a molded or foamed resin material into a shape having the main body 1 and the locking portions 2 and 2.

本発明の足場Aの大きさは、図5に示すように、隣接するロール5,5間に渡して設置するので、前記ロールの直径やロール間隔(ピッチ)に依存するが、前記本体部1の横幅は、隣接する前記ロール5,5間の最短間隔D1よりも大きく、両側の前記係止部2,2の先端間幅は、隣接する前記ロール5,5の中心間隔D2よりも小さく設定している。そして、前記足場Aをロール5,5間に設置した際に、前記本体部1の両下縁部と前記係止部2の先端部が共にロール5の表面に接触するように寸法設定している。また、足場Bは、図6に示すように、前記足場Aと同様であるので、同一構成には同一符号を付してその説明は省略する。   As shown in FIG. 5, the size of the scaffold A according to the present invention depends on the diameter of the rolls and the roll interval (pitch) because the scaffolds A are installed between the adjacent rolls 5 and 5. Is larger than the shortest distance D1 between the adjacent rolls 5, 5, and the width between the tips of the locking portions 2, 2 on both sides is set smaller than the center distance D2 between the adjacent rolls 5, 5. are doing. When the scaffold A is placed between the rolls 5, 5, the dimensions are set so that both lower edges of the main body 1 and the tips of the locking portions 2 come into contact with the surface of the roll 5. I have. Further, the scaffold B is the same as the scaffold A as shown in FIG. 6, and therefore, the same components are denoted by the same reference numerals and description thereof will be omitted.

例えば、前記ロール5の直径が約457mmφ、中心間隔(D2)が約762mmの場合、最短距離D1は約305mmであるので、前記足場Aの本体部1の横幅を約357mm、両側の前記係止部2,2の先端間幅(足場の全横幅)は、約561mmに設定している。また、足場Bでは、本体部1の横幅を約394mm、両側の前記係止部2,2の先端間幅(足場の全横幅)は、約561mmに設定している。足場A,Bの軸方向の長さは、約750mmである。また、前記ポリウレア層4の厚さは、約3mmである。   For example, when the diameter of the roll 5 is about 457 mmφ and the center distance (D2) is about 762 mm, the shortest distance D1 is about 305 mm, so that the width of the main body 1 of the scaffold A is about 357 mm, and the locking on both sides is performed. The width between the tips of the parts 2 and 2 (the total width of the scaffold) is set to about 561 mm. In the scaffold B, the width of the main body 1 is set to about 394 mm, and the width between the tips of the locking portions 2 and 2 on both sides (total width of the scaffold) is set to about 561 mm. The axial length of the scaffolds A and B is about 750 mm. The thickness of the polyurea layer 4 is about 3 mm.

ここで、前記係止部2の断面形状は、図1及び図3に示すように、外側端に向けて先細の直角三角形状であり、前記本体部1の上面6と該係止部2の上面7を同一平面としている。因みに、前記足場Aの係止部2の上面7と傾斜面のなす角度θは154°である。また、図示しないが、他の実施形態として、前記係止部2の断面形状を、外側端に向けて先細で、下面が前記ロール5の表面に密接する円弧面を有する形状としても良い。   Here, as shown in FIGS. 1 and 3, the cross-sectional shape of the locking portion 2 is a right-angled triangular shape tapered toward the outer end, and the upper surface 6 of the main body 1 and the locking portion 2 The upper surface 7 is the same plane. Incidentally, the angle θ between the upper surface 7 of the locking portion 2 of the scaffold A and the inclined surface is 154 °. Although not shown, as another embodiment, the cross-sectional shape of the locking portion 2 may be tapered toward the outer end and may have a circular arc surface whose lower surface is in close contact with the surface of the roll 5.

本発明の足場A,Bを作製するには、前記板状芯材3の外表面に、ポリウレア樹脂を衝突混合スプレーガンで塗布することにより、前記板状芯材3の全表面に渡って連続したポリウレア樹脂層4を形成するのである。つまり、ポリウレア樹脂層4が殻体となって曲げ剛性が高い構造となる。   In order to produce the scaffolds A and B of the present invention, a polyurea resin is applied to the outer surface of the plate-shaped core material 3 with an impact-mixing spray gun to continuously cover the entire surface of the plate-shaped core material 3. Thus, the formed polyurea resin layer 4 is formed. That is, the polyurea resin layer 4 serves as a shell to provide a structure having high bending rigidity.

ここで、図7に示すように、上面に位置する前記ポリウレア樹脂層4に連続し、前記本体部1から両係止部2,2にかけて幅方向に延びた補強リブ8,…を前記ロール5の軸方向に所定間隔で複数設けて、曲げ剛性を高めることも実用的である。前記補強リブ8,…を形成するには、前記板状芯材3の上面に幅方向に延びたスリット溝9,…を形成しておき、前述のように前記板状芯材3の外表面にポリウレア樹脂を吹付塗装する際に、前記スリット溝9,…の内部までポリウレア樹脂を注入するだけで良い。   Here, as shown in FIG. 7, reinforcing rolls 8,... Which are continuous with the polyurea resin layer 4 located on the upper surface and extend in the width direction from the main body 1 to both the locking portions 2, 2 are formed on the roll 5 It is also practical to increase the bending rigidity by providing a plurality at predetermined intervals in the axial direction. In order to form the reinforcing ribs 8,..., Slit grooves 9,. When the polyurea resin is spray-painted, it is only necessary to inject the polyurea resin into the slit grooves 9,.

本発明に使用するポリウレア樹脂は、イソシアネートと、アミノ基を有する硬化剤とがウレア結合して生成されるが、その反応は非常に早く、数秒で接触硬化することが特徴であり、板状芯材3の表面にイソシアネートと、アミノ基を有する硬化剤とを衝突混合スプレーガンで塗布すれば、直ちに所定厚さのポリウレア樹脂層4が形成され、所望の厚さにするには重ね塗りする。また、ポリウレア樹脂は、硬化剤がポリアミンであり、ひずみ(伸び)が2%のとき引張り応力が10MPa以上、破断応力が20MPa以上であることがより好ましい。本実施形態で使用したポリウレア樹脂は、スターライト工業株式会社の商品名「RESTAR ♯350」である。   The polyurea resin used in the present invention is formed by a urea bond between an isocyanate and a curing agent having an amino group, and the reaction is very fast, and is characterized by being contact-cured in a few seconds. When isocyanate and a curing agent having an amino group are applied to the surface of the material 3 by a collision-mixing spray gun, a polyurea resin layer 4 having a predetermined thickness is immediately formed. Further, in the polyurea resin, the curing agent is a polyamine, and when the strain (elongation) is 2%, the tensile stress is more preferably 10 MPa or more and the breaking stress is more preferably 20 MPa or more. The polyurea resin used in the present embodiment is “RESTAR # 350” (trade name) of Starlight Industries, Ltd.

ここで、ポリウレア樹脂層4は、原料に顔料を混合すれば所望の色に着色でき、また無機材や短繊維を混合すれば機械的性質を改善することができる。これら顔料、無機材、短繊維等の充填材をポリウレア樹脂層4に混合するには、衝突混合スプレーガンで塗布する際に同時に充填材を吹き付けるか、あるいはイソシアネートと硬化剤の一方又は双方に予め充填材を混合しておけば良い。また、ポリウレア樹脂は、難燃剤を混合すれば難燃性にすることも可能であり、また紫外線防止トップコートを塗れば更に耐候性を高めることもできる。   Here, the polyurea resin layer 4 can be colored into a desired color by mixing a pigment with the raw material, and the mechanical properties can be improved by mixing an inorganic material or short fiber. In order to mix these pigments, inorganic materials, and fillers such as short fibers into the polyurea resin layer 4, the fillers may be sprayed at the same time as applying with a collision mixing spray gun, or one or both of isocyanate and a curing agent may be preliminarily applied. What is necessary is just to mix a filler. Further, the polyurea resin can be made flame-retardant by mixing a flame retardant, and the weather resistance can be further increased by applying an ultraviolet protection top coat.

本発明で使用するポリウレア樹脂は、イソシアネートと、アミノ基を有する硬化剤とからなり、硬化剤として特にポリアミンを用いたものである。ポリウレア樹脂は、イソシアネートと、アミノ基を有する硬化剤とを混合することによって、ウレア結合が生成する反応によって硬化する。このウレア結合の生成反応は、数秒と非常に速いため、成形金型による通常の成形は困難である。そのため、それぞれ独立した原料供給ホースから供給されたイソシアネートと、アミノ基を有する硬化剤とを衝突混合スプレーガンで塗布する方法で基材表面に塗膜を形成する。   The polyurea resin used in the present invention comprises an isocyanate and a curing agent having an amino group, and particularly uses a polyamine as the curing agent. The polyurea resin is cured by a reaction in which a urea bond is formed by mixing an isocyanate and a curing agent having an amino group. This urea bond formation reaction is very fast, a few seconds, and it is difficult to perform normal molding with a molding die. Therefore, a coating film is formed on the surface of the substrate by a method of applying an isocyanate supplied from independent raw material supply hoses and a curing agent having an amino group with a collision mixing spray gun.

一般的なポリウレア樹脂の特徴としては、低温でも硬化が早く且つ良好な塗膜を形成できること、耐薬品性に優れていること、基材表面に対する接着性に優れていること、伸び率が280%以上ありクラック等に十分に追従して密着性を維持できること挙げられる。   The characteristics of a general polyurea resin are that it cures quickly and can form a good coating film even at a low temperature, that it has excellent chemical resistance, that it has excellent adhesion to the substrate surface, and that its elongation is 280%. As mentioned above, it can be mentioned that the adhesiveness can be maintained sufficiently following cracks and the like.

前述の足場Aについて、曲げ試験を行なった。曲げ試験の配置図を図4に示している。つまり、内寸間隔を330mmに設定した支持台10,10に、前記足場A,Bの本体部1の両側縁を載置した状態で、上面の中央部に100kgの荷重Fをかけて中央部の撓み量を測定した。撓み量は、足場Aでは0.2mm、足場Bでは0.4mmであった。両足場とも上面に作業者が乗っても撓み量は僅かであり、十分な支持強度を備えていることが分かる。   The bending test was performed on the scaffold A described above. FIG. 4 shows a layout diagram of the bending test. That is, a load F of 100 kg is applied to the center of the upper surface in a state where both side edges of the main body 1 of the scaffolds A and B are placed on the supports 10 and 10 with the inner dimension set to 330 mm. Was measured. The amount of deflection was 0.2 mm for scaffold A and 0.4 mm for scaffold B. It can be seen that both the scaffolds have a small amount of bending even when an operator gets on the upper surface, and that they have sufficient support strength.

A,B 足場
1 本体部
2 係止部
3 板状芯材
4 ポリウレア樹脂層
5 ロール
6 上面
7 上面
8 補強リブ
9 スリット溝
10 支持台
D1 ロールの最短間隔
D2 ロールの中心間隔
F 荷重
θ 角度
A, B Scaffolding 1 Main body 2 Locking section 3 Plate core 4 Polyurea resin layer 5 Roll 6 Upper surface 7 Upper surface 8 Reinforcement rib 9 Slit groove 10 Support D1 Shortest interval between rolls D2 Center interval between rolls F Load θ Angle

Claims (5)

連続鋼板圧延設備における製鋼用ロール間に設置する製鋼用メンテナンス足場であって、板状芯材と、該板状芯材の外表面に形成したポリウレア樹脂層とを有し、断面略長方形状の本体部の両側上縁部に張り出した係止部を有し、前記本体部の横幅は、隣接する前記ロール間の最短間隔D1よりも大きく、両側の前記係止部の先端間幅は、隣接する前記ロールの中心間隔D2よりも小さく設定し、更に前記本体部の上面と前記係止部の上面を同一平面とするとともに、前記本体部の両下縁部と前記係止部の先端部が共に前記ロールの表面に接触するように寸法設定してなることを特徴とする製鋼用メンテナンス足場。 A steelmaking maintenance scaffold installed between steelmaking rolls in a continuous steel plate rolling facility, comprising a plate-shaped core material and a polyurea resin layer formed on an outer surface of the plate-shaped core material, and having a substantially rectangular cross section. The main body has locking portions projecting from upper edges on both sides, the lateral width of the main body is larger than the shortest interval D1 between the adjacent rolls, and the width between the tips of the locking portions on both sides is adjacent. And the upper surface of the main body and the upper surface of the locking portion are flush with each other, and both lower edges of the main body and the leading end of the locking portion are set to be equal to each other. A maintenance scaffold for steelmaking , wherein dimensions are set so that both are in contact with the surface of the roll . 前記板状芯材が、発泡性樹脂材からなる請求項1記載の製鋼用メンテナンス足場。   The maintenance scaffold for steelmaking according to claim 1, wherein the plate-shaped core material is made of a foamable resin material. 前記係止部の断面形状は、外側端に向けて先細の直角三角形状である請求項1又は2記載の製鋼用メンテナンス足場。 Cross-sectional shape of the locking portion, steelmaking maintenance scaffolding according to claim 1 or 2, wherein the tapering of the right triangle toward the outer end. 前記係止部の断面形状は、外側端に向けて先細で、下面が前記ロールの表面に密接する円弧面を有する形状である請求項1又は2記載の製鋼用メンテナンス足場。 Cross-sectional shape of the locking portion is tapered towards the outer end, the shape is a claim 1 or 2 steelmaking maintenance scaffold according with arcuate surface lower surface into close contact with the surface of the roll. 上面に位置する前記ポリウレア樹脂層に連続し、前記本体部から両係止部にかけて幅方向に延びた補強リブを前記ロールの軸方向に所定間隔で複数設け、該補強リブが前記板状芯材に形成したスリット溝に埋没状態で設けてなる請求項1〜4何れか1項に記載の製鋼用メンテナンス足場。 A plurality of reinforcing ribs that are continuous with the polyurea resin layer located on the upper surface and extend in the width direction from the main body portion to the both locking portions are provided at predetermined intervals in the axial direction of the roll, and the reinforcing ribs are formed of the plate-shaped core material The maintenance scaffold for steelmaking according to any one of claims 1 to 4, wherein the maintenance scaffold is provided in a sunk state in a slit groove formed in the groove .
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