JP2013117136A - Steel material and steel structure - Google Patents

Steel material and steel structure Download PDF

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JP2013117136A
JP2013117136A JP2011265900A JP2011265900A JP2013117136A JP 2013117136 A JP2013117136 A JP 2013117136A JP 2011265900 A JP2011265900 A JP 2011265900A JP 2011265900 A JP2011265900 A JP 2011265900A JP 2013117136 A JP2013117136 A JP 2013117136A
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steel
steel material
hole
drain
water
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Mayuka Kawakami
万由佳 川上
Kazunori Iwata
数典 岩田
Yuichi Kawachi
友一 河内
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Chugoku Electric Power Co Inc
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Chugoku Electric Power Co Inc
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Abstract

PROBLEM TO BE SOLVED: To provide a steel material comprising drain means with which a strength approximately equal to an existent steel material can be obtained, without increasing the weight.SOLUTION: A steel material 1 is formed by applying machining to an existent steel material 2 and comprises a pair of strip-shaped flanges 3a and 3b and a strip-shaped web 4 integrally coupling both the flanges 3a and 3b over the full length and, in a boundary 5 between each of the flanges 3a, 3b and the web 4, drain holes penetrating the boundary 5 to an outer surface side of each of the flanges 3a, 3b are provided at a plurality of spots while being spaced in a length direction of each of the flanges 3a, 3b. When a diameter of the drain hole 7 is defined as R and a pitch of the drain holes 7 is defined as H, the diameter and the pitch of the drain holes 7 are set, such that R/H=0.1 is satisfied, thereby adding a drain function to the steel material 1 without reducing a strength of the existent steel material 2.

Description

本発明は、鋼材及び鋼構造物に関し、特に、溜った雨水等の水を排出させる水抜き機能を備えた鋼材及び鋼構造物に関する。   The present invention relates to a steel material and a steel structure, and more particularly to a steel material and a steel structure having a water draining function for discharging water such as accumulated rainwater.

水門や橋梁等の鋼構造物には、主材として各種の鋼材(H形鋼、I形鋼,溝形鋼等の形鋼)が用いられている。例えば、橋梁の場合には、下部構造の橋台及び橋脚の上部に支承を介して支持される、上部構造の主桁、縦桁、横桁等の桁材(水平材)や、桁材を補強するブレース材(斜材)等として、H形鋼、I形鋼、溝形鋼等の形鋼が用いられている。   In steel structures such as sluices and bridges, various steel materials (shape steels such as H-shaped steel, I-shaped steel, and grooved steel) are used as main materials. For example, in the case of bridges, the upper structure main girders, vertical girders, horizontal girders and other girders (horizontal materials) and girders that are supported on the upper part of the lower structure abutments and piers are reinforced. As the brace material (diagonal material) to be used, shape steels such as H-shaped steel, I-shaped steel, and groove-shaped steel are used.

このような構成の鋼構造物は、水平材や斜材を配置する位置、角度、向き、相手側部材との関係等により、水平材や斜材を構成する鋼材の内側に雨水等の水が溜り易い箇所が発生する。このため、鋼材の内側から溜った水を排出させる水抜き手段を設け、鋼材が溜った水で腐食等するのを防止している。   In such a steel structure, water such as rainwater is placed inside the steel material constituting the horizontal material or the diagonal material depending on the position, angle, orientation, relationship with the mating member, etc. of the horizontal material or the diagonal material. A part that tends to accumulate is generated. For this reason, the drain means for discharging the water accumulated from the inside of the steel material is provided to prevent the steel material from being corroded by the accumulated water.

この種の手段を備えた鋼材及び鋼構造物の例が特許文献1、2に記載されている。特許文献1に記載の鋼材は、所定の間隔をおいて設けられる一対の帯板状のフランジ部と、両フランジ部の内面間に、両フランジ部の長手方向に所定の間隔ごとに一体に設けられる山形状又は円弧状の複数のウエブ材からなるウエブ部とを備えたものであって、隣接するウエブ材間に形成したスリットを鋼材の内側に溜った雨水等の水を鋼材の外側に排出させる水抜き手段として機能させるように構成したものである。   Examples of steel materials and steel structures provided with this type of means are described in Patent Documents 1 and 2. The steel material described in Patent Document 1 is integrally provided at a predetermined interval in the longitudinal direction of both flange portions between a pair of strip-shaped flange portions provided at predetermined intervals and the inner surfaces of both flange portions. And a web portion made of a plurality of mountain-shaped or arc-shaped web materials, and drains water such as rainwater collected inside the steel material through a slit formed between adjacent web materials. It is comprised so that it may function as a draining means.

また、特許文献2に記載の鋼構造物は、鋼製桁橋を構成する鋼製桁間に配置される防音構造体において、金属板からなる遮音板の上下に、多孔質板、繊維質マット等の吸音材からなる吸音層を積層し、遮音板に、一端から他端に亘る上方が開口する排水溝を設け、この排水溝を防音構造体の上面で受けた雨水等の水を防音構造材の外側に排出させる水抜き手段として機能させるように構成したものである。   Further, the steel structure described in Patent Document 2 is a soundproof structure disposed between steel girders constituting a steel girder bridge, and is provided with a porous plate and a fiber mat above and below a sound insulation plate made of a metal plate. A sound absorbing layer made of a sound absorbing material, etc., is laminated, and a drainage groove that opens upward from one end to the other end is provided on the sound insulation board, and the drainage groove is received by the upper surface of the soundproof structure, and water such as rainwater is soundproofed. It is configured to function as water draining means for discharging to the outside of the material.

特開2010−168805号公報JP 2010-168805 A 特開2010−13902号公報JP 2010-13902 A

ところで、特許文献1に記載の鋼材は、既存のH型鋼等の鋼材と同程度の強度を得るために、複数の山形状又は円弧状の複数のウエブ材を両フランジ部間に設けているため、既存のH形鋼等の鋼材を用いた場合よりも重量が増加する。また、両フランジ部間に各ウエブ材を溶接等によって一体に接合しなければならないため、その作業に非常に手間がかかる。さらに、特許文献2に記載の鋼構造物は、排水溝の構造が複雑であるため、製作に手間がかかる。   Incidentally, the steel material described in Patent Document 1 is provided with a plurality of mountain-shaped or arc-shaped web materials between both flange portions in order to obtain the same strength as that of an existing steel material such as H-shaped steel. The weight increases compared with the case of using an existing steel material such as an H-shaped steel. Moreover, since it is necessary to join each web material integrally by welding etc. between both flange parts, the operation | work takes very much work. Furthermore, the steel structure described in Patent Document 2 takes a lot of time to manufacture because the structure of the drainage groove is complicated.

本発明は、上記のような従来の問題に鑑みなされたものであって、重量を増加させることなく、既存の形鋼と同程度の強度が得られるとともに、構造が簡単で製作が容易な雨水等の水を排出させる水抜き手段を備えた鋼材及び鋼構造物を提供することを目的とする。   The present invention has been made in view of the above-described conventional problems, and can obtain the same strength as an existing shape steel without increasing the weight, and has a simple structure and easy manufacture. An object of the present invention is to provide a steel material and a steel structure provided with a draining means for discharging water such as water.

上記のような課題を解決するために、本発明は、以下のような手段を採用している。
すなわち、本発明は、既存の鋼材に加工を施すことによって形成される鋼材であって、一対の帯板状のフランジ部と、両フランジ部間を一体に連結する帯板状のウエブ部とを備え、前記各フランジ部と前記ウエブ部との境界部に、該境界部を前記各フランジ部の外面側に貫通する水抜き孔を、前記各フランジ部の長さ方向に間隔をおいて複数箇所に設けたことを特徴とする。
In order to solve the above problems, the present invention employs the following means.
That is, the present invention is a steel material formed by processing an existing steel material, and includes a pair of strip-shaped flange portions and a strip-shaped web portion that integrally connects the two flange portions. A plurality of drain holes that penetrate the boundary portion to the outer surface side of each flange portion at intervals in the length direction of each flange portion. It is characterized by being provided in.

本発明の鋼材によれば、両フランジ部とウエブ部とによって囲まれた内側の部分に雨水等の水が流入した場合、その水は各水抜き孔を介して各フランジ部の外面側に排出されることになる。従って、両フランジ部とウエブ部とによって囲まれた内側の部分に雨水等の水が溜るようなことはないので、溜った水によって鋼材が腐食等するようなことはない。   According to the steel material of the present invention, when water such as rainwater flows into the inner portion surrounded by both the flange portion and the web portion, the water is discharged to the outer surface side of each flange portion through each drain hole. Will be. Therefore, since water such as rain water does not collect in the inner portion surrounded by both flange portions and the web portion, the steel material does not corrode due to the accumulated water.

また、本発明において、前記水抜き孔は、前記各フランジ部を貫通する第1貫通孔と、前記ウエブ部を貫通するとともに、前記第1貫通孔に連続して設けられる第2貫通孔とからなり、前記第1貫通孔と前記第2貫通孔とは、前記各フランジ部と前記ウエブ部とに跨って設けられていることとしてもよい。   Moreover, in this invention, the said drain hole is from the 1st through-hole which penetrates each said flange part, and the 2nd through-hole which continues through the said 1st through-hole while penetrating the said web part. Thus, the first through hole and the second through hole may be provided across the flange portion and the web portion.

本発明の鋼材によれば、両フランジ部とウエブ部とによって囲まれた部分に雨水等の水が流入した場合、その水は各水抜き孔の第1貫通孔及び第2貫通孔を介して各フランジ部の外面側に排出されることになる。   According to the steel material of the present invention, when water such as rainwater flows into a portion surrounded by both the flange portion and the web portion, the water passes through the first through hole and the second through hole of each drain hole. It will be discharged to the outer surface side of each flange part.

さらに、本発明において、前記水抜き孔は、前記各フランジ部を貫通する貫通孔から構成されていることとしてもよい。   Furthermore, in this invention, the said drain hole is good also as being comprised from the through-hole which penetrates each said flange part.

本発明の鋼材によれば、両フランジ部とウエブ部とによって囲まれた部分に雨水等の水が流入した場合、その水は各フランジ部に設けられた各水抜き孔を介して各フランジ部の外面側に排出されることになる。   According to the steel material of the present invention, when water such as rainwater flows into a portion surrounded by both the flange portions and the web portion, the water flows through each drain hole provided in each flange portion. It will be discharged to the outer surface side.

さらに、本発明において、前記水抜き孔の直径をR、前記水抜き孔のピッチをHとした場合に、R/H=0.1以下となるように、前記水抜き孔の直径及びピッチを設定したこととしてもよい。   Further, in the present invention, when the diameter of the drain hole is R and the pitch of the drain hole is H, the diameter and pitch of the drain hole are set so that R / H = 0.1 or less. It may be set.

本発明の鋼材によれば、水抜き孔の直径とピッチとの関係が、R/H=0.1以下となるように、複数の水抜き孔を既存の鋼材に設けることにより、既存の鋼材と同程度の強度が得られることになる。従って、強度を低下させることなく、既存の鋼材に雨水等の水を排出させる水抜き機能を付与することができる。   According to the steel material of the present invention, an existing steel material is provided by providing a plurality of water drain holes in an existing steel material so that the relationship between the diameter and pitch of the water drain holes is R / H = 0.1 or less. The same level of strength can be obtained. Accordingly, it is possible to impart a water draining function for discharging water such as rainwater to an existing steel material without reducing the strength.

さらに、本発明は、請求項1〜4の何れか1項に記載の鋼材を主材として用いて構築されたことを特徴とする。   Furthermore, this invention was constructed using the steel material according to any one of claims 1 to 4 as a main material.

本発明の鋼構造物によれば、鋼構造物の主材としての鋼材に雨水等の水が溜ることがないので、主材としての鋼材が溜った水で腐食等するようなことはなく、主材としての性能を長期的に維持することができる。   According to the steel structure of the present invention, water such as rain water does not accumulate in the steel material as the main material of the steel structure, so that the steel material as the main material does not corrode with the accumulated water, The performance as a main material can be maintained for a long time.

以上、説明したように、本発明の鋼材及び鋼構造物によれば、既存の鋼材の強度を低下させることなく、既存の鋼材に雨水等の水を排出させる水抜き機能を付与することができる。   As described above, according to the steel material and the steel structure of the present invention, it is possible to provide a water draining function for discharging water such as rainwater to the existing steel material without reducing the strength of the existing steel material. .

本発明の鋼材の一実施の形態の全体を示した概略図である。It is the schematic which showed the whole one embodiment of the steel materials of this invention. 図1のA−A線に沿って見た断面図である。It is sectional drawing seen along the AA line of FIG. 図1の部分拡大図である。It is the elements on larger scale of FIG. 図3のA矢視図である。It is A arrow directional view of FIG. 図3のB矢視図である。FIG. 4 is a view taken in the direction of arrow B in FIG. 3. 強度解析に用いる従来の鋼材(試料1)を示した概略図である。It is the schematic which showed the conventional steel materials (sample 1) used for an intensity | strength analysis. 強度解析に用いる本発明の鋼材(試料2)を示した概略図である。It is the schematic which showed the steel material (sample 2) of this invention used for an intensity | strength analysis. 強度解析の結果を示した説明図である。It is explanatory drawing which showed the result of the strength analysis.

以下、図面を参照しながら本発明の実施の形態について説明する。
図1〜図5には、本発明による鋼材及び鋼構造物の一実施の形態が示されている。本実施の形態の鋼材及び鋼構造物は、主材として各種の鋼材(H形鋼、I形鋼,溝形鋼等の形鋼)が用いられる水門や橋梁等の鋼構造物に有効なものである。
Hereinafter, embodiments of the present invention will be described with reference to the drawings.
1 to 5 show an embodiment of a steel material and a steel structure according to the present invention. The steel materials and steel structures of the present embodiment are effective for steel structures such as sluices and bridges in which various steel materials (shape steels such as H-shaped steel, I-shaped steel, and grooved steel) are used as main materials. It is.

すなわち、本実施の形態の鋼材1は、H形鋼、I形鋼、溝形鋼等の形鋼を材料として用い、これらの形鋼に水抜き手段6を設けることにより、これらの形鋼を主材とする鋼構造物12に溜った雨水等の水を排出させる水抜き機能を付与したものである。   That is, the steel material 1 of the present embodiment uses a shape steel such as an H-shaped steel, an I-shaped steel, and a grooved steel as a material, and by providing the water draining means 6 to these shaped steels, A water draining function for discharging water such as rainwater accumulated in the steel structure 12 as a main material is provided.

本実施の形態においては、図1に示すように、鋼材1の材料として既存のH形鋼2を用いている。H形鋼2としては、建築構造用圧延鋼材(JIS G 3136)、一般構造用圧延鋼材(JIS G 3101)、溶接構造用圧延鋼材(JIS G 3106)、溶接構造用耐候性熱間圧延鋼材(JIS G 3114)の他、各種のH形鋼を用いることができる。   In the present embodiment, as shown in FIG. 1, the existing H-section steel 2 is used as the material of the steel material 1. As H-section steel 2, rolled steel for building structure (JIS G 3136), rolled steel for general structure (JIS G 3101), rolled steel for welded structure (JIS G 3106), weather resistant hot rolled steel for welded structure ( In addition to JIS G 3114), various H-section steels can be used.

H形鋼2は、図1に示すように、所定の間隔をおいて平行に設けられる一対の帯板状のフランジ部3a、3bと、両フランジ部3a、3bの内面側の中央部間を両フランジ部3a、3bの全長に亘って一体に連結する帯板状のウエブ部4とを備えている。   As shown in FIG. 1, the H-section steel 2 is formed between a pair of strip-shaped flange portions 3a and 3b provided in parallel at a predetermined interval, and a central portion on the inner surface side of both flange portions 3a and 3b. It has a strip-shaped web portion 4 that is integrally connected over the entire length of both flange portions 3a, 3b.

本実施の形態の鋼材1は、図1〜図5に示すように、H形鋼2の各フランジ部3a、3bとウエブ部と4の境界部5に、境界部5を内面側から外面側(フランジ部3a、3bの外面側)に貫通する複数の水抜き孔7を、各フランジ部3a、3bの長さ方向に所定の間隔ごとに設け、これらの複数の水抜き孔7により、鋼材1の内側(両フランジ部3a、3bの内面とウエブ部4の上面とによって囲まれた部分)に溜った雨水等の水を鋼材1の外側に排出させる水抜き手段6を構成している。   As shown in FIGS. 1 to 5, the steel material 1 of the present embodiment has a boundary portion 5 between the flange portions 3 a and 3 b and the web portion 4 of the H-section steel 2, and the boundary portion 5 from the inner surface side to the outer surface side. A plurality of drain holes 7 penetrating through the flange portions 3a and 3b are provided at predetermined intervals in the length direction of the flange portions 3a and 3b. 1 is configured to drain water, such as rainwater, accumulated inside 1 (the portion surrounded by the inner surfaces of both flange portions 3a and 3b and the upper surface of the web portion 4) to the outside of the steel material 1.

各水抜き孔7は、例えば、図3〜図5に示すように、各フランジ部3a、3bの内外面間を貫通する円形状の第1貫通孔8aと、ウエブ部4の上下面間を貫通する第1貫通孔8aに連通する半円形状の第2貫通孔8bとを連続して設けることによって構成されている。すなわち、各水抜き孔7は、各フランジ部3a、3bとウエブ部4とに跨るように設けられている。この水抜き孔7の第1貫通孔8a及び第2貫通孔8bを介して、鋼材1の内面側と外面側との間を相互に連通している。   As shown in FIGS. 3 to 5, for example, each drain hole 7 is formed between a circular first through hole 8a penetrating between the inner and outer surfaces of each flange portion 3a, 3b and the upper and lower surfaces of the web portion 4. It is configured by continuously providing a semicircular second through hole 8b communicating with the first through hole 8a penetrating therethrough. That is, each drain hole 7 is provided so as to straddle the flange portions 3 a and 3 b and the web portion 4. The inner surface side and the outer surface side of the steel material 1 are communicated with each other through the first through hole 8a and the second through hole 8b of the drain hole 7.

各水抜き孔7の第1貫通孔8aは、図3〜図5に示すように、中心が各フランジ部3a、3bの幅方向の中心(ウエブ部4の厚さ方向の中心)に位置するように各フランジ部3a、3bに設けられ、この第1貫通孔8aの延長上のウエブ部4の部分に、第1貫通孔8aに連通する第2貫通孔8bが設けられている。   As shown in FIGS. 3 to 5, the center of the first through hole 8 a of each drain hole 7 is located at the center in the width direction of each flange portion 3 a, 3 b (the center in the thickness direction of the web portion 4). Thus, the second through holes 8b are provided in the flange portions 3a and 3b. The second through holes 8b communicating with the first through holes 8a are provided in the portions of the web portions 4 on the extensions of the first through holes 8a.

水抜き孔7の直径、及び水抜き孔7のピッチは、水抜き孔7の直径をR、水抜き孔7のピッチをHとした場合に、R/H=0.1以下に設定される。この条件式を満足するように、鋼材1の複数箇所に水抜き孔7を設けることにより、鋼材1の強度が低下することなく、水抜き孔7を設ける前の既存のH形鋼2と同程度の強度が得られる。ここで、水抜き孔7の直径、及び水抜き孔7のピッチは、水抜き孔7の第1貫通孔8aの直径、及び水抜き孔7の第1貫通孔8aのピッチを意味している。   The diameter of the drain holes 7 and the pitch of the drain holes 7 are set to R / H = 0.1 or less when the diameter of the drain holes 7 is R and the pitch of the drain holes 7 is H. . By providing the drain holes 7 at a plurality of locations on the steel material 1 so as to satisfy this conditional expression, the strength of the steel material 1 is not reduced, and the same as the existing H-section steel 2 before the drain holes 7 are provided. A degree of strength is obtained. Here, the diameter of the drain hole 7 and the pitch of the drain hole 7 mean the diameter of the first through hole 8 a of the drain hole 7 and the pitch of the first through hole 8 a of the drain hole 7. .

水抜き孔7は、各フランジ部3a、3bの中央部のみに円形状の貫通孔を設けて構成してもよいし、各フランジ部3a、3bのウエブ部4よりも上方の部分のみに円形状又は半円形状の貫通孔を設けて構成してもよい。   The drain hole 7 may be configured by providing a circular through hole only at the center of each flange portion 3a, 3b, or only at a portion above the web portion 4 of each flange portion 3a, 3b. A shape or a semicircular through hole may be provided.

なお、水抜き孔7は、上記の円形状、半円形に限らず、楕円形、長円形、三角形、四角形等の各種の形状とすることができる。   The drain hole 7 is not limited to the above-mentioned circular shape and semicircular shape, and may have various shapes such as an elliptical shape, an oval shape, a triangular shape, and a quadrangular shape.

上記のような構成の鋼材1を水門、橋梁等の鋼構造物の主材としての桁材(水平材)やブレース材(斜材)等として用いた場合、鋼材1を配置する位置、角度、向き等により、鋼材1の内面側(両フランジ部3a、3bの内面とウエブ部4の上面とによって囲まれる部分)に雨水等の水が溜り易い箇所が発生する。   When the steel material 1 having the above-described configuration is used as a girder material (horizontal material) or brace material (diagonal material) as a main material of a steel structure such as a sluice or a bridge, the position, angle, Depending on the orientation or the like, a location where water such as rainwater is likely to accumulate is generated on the inner surface side of the steel material 1 (the portion surrounded by the inner surfaces of both flange portions 3a and 3b and the upper surface of the web portion 4).

しかし、本実施の形態においては、鋼材1の内面側の各フランジ部3a、3bとウエブ部4との境界部5に、鋼材1の内面側と外面側との間を相互に連通する水抜き孔7を、鋼材1の長さ方向に所定の間隔ごとに複数箇所に設けて、これらの複数の水抜き孔7により水抜き手段6を構成しているので、雨水等の水が鋼材1の内側に流れ込んでも、その水は各水抜き孔7介して鋼材1の外側に排出されることになる。   However, in the present embodiment, the drainage that allows the inner surface side and the outer surface side of the steel material 1 to communicate with each other at the boundary portion 5 between the flange portions 3a, 3b and the web portion 4 on the inner surface side of the steel material 1. Since the holes 7 are provided at a plurality of positions in the length direction of the steel material 1 at predetermined intervals, and the water draining means 6 is constituted by the plurality of water drain holes 7, water such as rainwater can be supplied to the steel material 1. Even if it flows inward, the water is discharged to the outside of the steel material 1 through each drain hole 7.

従って、鋼材1の内側に雨水等の水が溜るようなことはないので、溜った雨水等の水によって鋼材1が腐食等するようなことはなく、鋼構造物の主材としての性能を長期的に維持することができる。   Therefore, since water such as rainwater does not accumulate inside the steel material 1, the steel material 1 is not corroded by the accumulated water such as rainwater, and the performance as the main material of the steel structure is long-term. Can be maintained.

また、本実施の形態の鋼材1は、既存のH形鋼2を材料として用いて、既存のH形鋼2に複数の水抜き孔7を機械加工等によって設ければ、特許文献1に記載のもののように、複数の複数のウエブ材をフランジ部間に溶接によって接合するような煩雑な作業が不要となり、容易に製作することができる。   Moreover, if the steel material 1 of this Embodiment uses the existing H-section steel 2 as a material and provides the several drain hole 7 in the existing H-section steel 2 by machining etc., it will describe in patent document 1 As described above, a complicated operation of joining a plurality of web materials by welding between the flange portions is not necessary, and can be easily manufactured.

さらに、既存のH形鋼2に複数の水抜き孔7を加工しても、既存のH形鋼2と同程度の強度が得られるので、特許文献1に記載のもののように、既存のH形鋼と同程度の強度を確保するために重量が増加するようなことはなく、鋼構造物を軽量化することができる。   Furthermore, even if a plurality of drain holes 7 are machined in the existing H-section steel 2, the strength comparable to that of the existing H-section steel 2 can be obtained. In order to ensure the same strength as the shape steel, the weight does not increase, and the steel structure can be reduced in weight.

図6〜図8に、既存のH形鋼2と本実施の形態の鋼材1の強度解析の結果を示す。この解析では、既存のH形鋼2として、A(高さ)×B(幅)=300(mm)×300(mm)のものを用いた(比較例)。また、本発明の実施例である鋼材1として、上記のH形鋼2と同一のH形鋼2を用い、このH形鋼2の各フランジ部3a、3bに、R(直径)=30(mm)の水抜き孔7(第1貫通孔8a)を、H(ピッチ)=300(mm)で設けた(実施例)。   In FIGS. 6-8, the result of the strength analysis of the existing H-section steel 2 and the steel material 1 of this Embodiment is shown. In this analysis, the existing H-section steel 2 having A (height) × B (width) = 300 (mm) × 300 (mm) was used (comparative example). Moreover, as the steel material 1 which is an Example of this invention, the same H-section steel 2 as said H-section steel 2 is used, and R (diameter) = 30 (in each flange part 3a, 3b of this H-section steel 2) mm) water drain hole 7 (first through hole 8a) was provided with H (pitch) = 300 (mm) (Example).

この解析では、図6及び図7に示すように、比較例、実施例のフランジ部3a、3bの長さ方向の中心点に100kNの負荷を加えた場合の、フランジ部3a、3bのA−A線上のB点(フランジ部3a、3bの長さ方向の中心点)における変位量と応力値とを、変位量や応力値の既存の解析プログラム(FEM解析プログラム等)を用いて算定した。   In this analysis, as shown in FIGS. 6 and 7, the A− of the flange portions 3 a and 3 b when a load of 100 kN is applied to the longitudinal center point of the flange portions 3 a and 3 b of the comparative example and the embodiment. The displacement amount and the stress value at point B on the A line (the center point in the length direction of the flange portions 3a and 3b) were calculated using an existing analysis program (such as an FEM analysis program) for the displacement amount and the stress value.

この解析の結果を図8に示す。図8の解析結果から、実施例は、比較例と比較して、最大変位量(mm)で1.01倍、B点の応力値で1.01倍となることが分かる。このように、実施例は、比較例と同程度の強度が得られ、実施例には、複数の水抜き孔7を加工しているにも関わらず、強度低下は見られなかった。   The result of this analysis is shown in FIG. From the analysis result of FIG. 8, it can be seen that in the example, the maximum displacement (mm) is 1.01 times and the stress value at the point B is 1.01 times as compared with the comparative example. As described above, in the example, the same strength as that of the comparative example was obtained, and in the example, although the plurality of drain holes 7 were processed, no strength reduction was observed.

従って、本実施の形態の鋼材1(H形鋼2に水抜き孔7を設けたもの)を主材として用いて水門や橋梁等の鋼構造物を構築した場合、従来の鋼材(H形鋼)を主材として用いた水門や橋梁等の鋼構造物と同程度の強度が得られるとともに、従来の鋼構造物よりも軽量化を図ることができる。   Therefore, when a steel structure such as a sluice or a bridge is constructed using the steel material 1 of this embodiment (the H-shaped steel 2 provided with the drain hole 7) as a main material, the conventional steel material (H-shaped steel) ) As the main material, and the same strength as steel structures such as sluices and bridges can be obtained, and lighter than conventional steel structures.

なお、前記の説明においては、本発明による鋼材1にH形鋼2を用いたが、I形鋼及び溝形鋼に本発明を適用してもよいものであり、その場合にも、フランジ部とウエブ部との間に水抜き孔を設けることにより、同様の作用効果を奏する。   In the above description, the H-shaped steel 2 is used for the steel material 1 according to the present invention. However, the present invention may be applied to an I-shaped steel and a grooved steel. By providing a water drain hole between the web portion and the web portion, the same effect can be obtained.

1 鋼材
2 H形鋼
3a、3b フランジ部
4 ウエブ部
5 境界部
6 水抜き手段
7 水抜き孔
8a 第1貫通孔
8b 第2貫通孔
DESCRIPTION OF SYMBOLS 1 Steel material 2 H-section steel 3a, 3b Flange part 4 Web part 5 Boundary part 6 Water draining means 7 Water drain hole 8a 1st through-hole 8b 2nd through-hole

Claims (5)

既存の鋼材に加工を施すことによって形成される鋼材であって、
一対の帯板状のフランジ部と、両フランジ部間を一体に連結する帯板状のウエブ部とを備え、
前記各フランジ部と前記ウエブ部との境界部に、該境界部を前記各フランジ部の外面側に貫通する水抜き孔を、前記各フランジ部の長さ方向に間隔をおいて複数箇所に設けたことを特徴とする鋼材。
A steel material formed by processing existing steel material,
A pair of strip-shaped flange portions, and a strip-shaped web portion that integrally connects the two flange portions;
Water drainage holes that penetrate the boundary portion to the outer surface side of each flange portion are provided at a plurality of locations at intervals in the length direction of each flange portion at the boundary portion between each flange portion and the web portion. Steel material characterized by that.
前記水抜き孔は、前記各フランジ部を貫通する第1貫通孔と、前記ウエブ部を貫通するとともに、前記第1貫通孔に連続して設けられる第2貫通孔とからなり、前記第1貫通孔と前記第2貫通孔とは、前記各フランジ部と前記ウエブ部とに跨って設けられていることを特徴とする請求項1に記載の鋼材。   The drain hole comprises a first through hole penetrating each flange portion, and a second through hole penetrating the web portion and provided continuously to the first through hole. The steel material according to claim 1, wherein the hole and the second through hole are provided across the flange portion and the web portion. 前記水抜き孔は、前記各フランジ部を貫通する貫通孔から構成されていることを特徴とする請求項1に記載の鋼材。   The steel material according to claim 1, wherein the drainage hole is configured by a through-hole penetrating each flange portion. 前記水抜き孔の直径をR、前記水抜き孔のピッチをHとした場合に、R/H=0.1以下となるように、前記水抜き孔の直径及びピッチを設定したことを特徴とする請求項1〜3の何れか1項に記載の鋼材。   The diameter and pitch of the drain holes are set so that R / H = 0.1 or less, where R is the diameter of the drain holes and H is the pitch of the drain holes. The steel material according to any one of claims 1 to 3. 請求項1〜4の何れか1項に記載の鋼材を主材として用いて構築されたことを特徴とする鋼構造物。   A steel structure constructed using the steel material according to any one of claims 1 to 4 as a main material.
JP2011265900A 2011-12-05 2011-12-05 Steel material and steel structure Pending JP2013117136A (en)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105672112A (en) * 2014-12-21 2016-06-15 湖南科技大学 Concrete box girder bridge web reinforcing hole based on double-deck traffic
KR20220036212A (en) * 2020-09-15 2022-03-22 (주)삼원밀레니어 Solar power device with seasonal and daily tracking

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105672112A (en) * 2014-12-21 2016-06-15 湖南科技大学 Concrete box girder bridge web reinforcing hole based on double-deck traffic
CN105672112B (en) * 2014-12-21 2018-08-28 湖南科技大学 One kind reinforcing type hole based on double-layer traffic concrete box beam bridge web
KR20220036212A (en) * 2020-09-15 2022-03-22 (주)삼원밀레니어 Solar power device with seasonal and daily tracking
KR102510127B1 (en) * 2020-09-15 2023-03-15 (주)삼원밀레니어 Solar power device with seasonal and daily tracking

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