JP2012237129A - Base plate - Google Patents

Base plate Download PDF

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JP2012237129A
JP2012237129A JP2011106397A JP2011106397A JP2012237129A JP 2012237129 A JP2012237129 A JP 2012237129A JP 2011106397 A JP2011106397 A JP 2011106397A JP 2011106397 A JP2011106397 A JP 2011106397A JP 2012237129 A JP2012237129 A JP 2012237129A
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base plate
vertical member
rising wall
welding
wall portion
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JP5318906B2 (en
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Toshiya Oniki
俊也 鬼木
Koichi Nishino
浩一 西野
Ryuichi Nishimoto
隆一 西本
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Sekisui House Ltd
Nippon Steel Trading Corp
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Sekisui House Ltd
Sumikin Bussan Corp
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Abstract

PROBLEM TO BE SOLVED: To provide a base plate which allows for easy positioning of the lower end of a vertical member, with enhanced workability, productivity, and installation accuracy.SOLUTION: A base plate fastened to the lower end of a vertical member 13 formed of a lip channel steel erected on a horizontal member 12 by welding comprises a board part 2 having a bolt insertion hole 22 through which an anchor bolt 23 projecting from the horizontal member 12 is inserted, a rising wall part 3 which rises from a top face 2a of the board part to a predetermined height along the inner peripheral surface of the lower end of the vertical member 13, and weld gap setting pedestal parts 4 and 5 which rise from the board part 2 to a height lower than the rising wall part 3, at a plurality of places on the outer peripheral side of the rising wall part 3, for setting a weld gap S for groove welding of the lower end face 13o of the vertical member and the top face 2a of the board part in a state that the lower end of the vertical member 13 is fitted on the rising wall part 3.

Description

本発明は、例えば軽量鉄骨系プレハブ構造建物において、土台の水平材上に立設されるリップ溝形鋼よりなる垂直材の下端部に溶接によって固着されるベースプレートに関するものである。   The present invention relates to a base plate that is fixed to a lower end portion of a vertical member made of a lip groove steel standing on a horizontal member of a foundation by welding, for example, in a lightweight steel frame prefabricated building.

図7の(a) は、軽量鉄骨系プレハブ構造建物における耐力壁構成枠18を示す。この耐力壁構成枠18は、リップ溝形鋼からなる左右両縦枠材(垂直材)13,13の上端部どうしを上横枠材14で連結し、中間部どうしを中横枠材15で連結し、下端部どうしを下横枠材16で連結すると共に、両縦枠材(垂直材)13,13間に一対の筋交い17,17をX状に配設してなるもので、同図(b) に示すように左右各縦枠材(垂直材)13の下端部に取り付けたベースプレート21のボルト挿通孔22(図8の(a) 〜(c) 参照)に、土台の水平材12上面に突設されたアンカーボルト23(図8の(c) 参照)を挿通して、ナット24(図8の(c) 参照)で締め付けることにより、水平材12上に立設することができる。   (A) of FIG. 7 shows the load-bearing wall component frame 18 in a lightweight steel frame prefabricated building. The load bearing wall constituting frame 18 is formed by connecting upper and lower vertical frame members (vertical members) 13, 13 made of lip groove steel with upper horizontal frame members 14 and intermediate portions with intermediate horizontal frame members 15. The lower end frame members 16 are connected to each other by lower horizontal frame members 16, and a pair of braces 17, 17 are arranged in an X shape between the vertical frame members (vertical members) 13, 13. As shown in (b), the base horizontal member 12 is inserted into the bolt insertion hole 22 (see (a) to (c) of FIG. 8) of the base plate 21 attached to the lower ends of the left and right vertical frame members (vertical members) 13. An anchor bolt 23 (see FIG. 8C) protruding from the upper surface is inserted and tightened with a nut 24 (see FIG. 8C) to stand upright on the horizontal member 12. .

上記耐力壁構成枠27の縦枠材(垂直材)13の下端部に取り付けられる従来のベースプレート21は、図8の(a) 〜(c) に示すように、矩形厚板状に形成した鋼製のプレート本体20からなるもので、このプレート本体20の所要部にアンカーボルト挿通孔22を上下に貫通するように設け、上面側の3つの稜線に沿って溶接開先用の斜面25を形成している。縦枠材(垂直材)13は(a) 〜(c) に示すようなリップ溝形鋼からなるもので、この縦枠材13の下端部にベースプレート21を取り付けるには、プレート本体20上に縦枠材13の下端面を載置した状態で、縦枠材13の下端面とベースプレート21の溶接開先用斜面25との間に形成される溶接開先に沿ってグルーブ溶接を行うことにより(その溶接部をWで示す)、ベースプレート21を縦枠材13の下端部に固着する。   The conventional base plate 21 attached to the lower end portion of the vertical frame member (vertical member) 13 of the bearing wall constituting frame 27 is a steel formed in a rectangular thick plate shape as shown in FIGS. 8 (a) to (c). The plate body 20 is made of metal, and is provided in a required portion of the plate body 20 so as to penetrate the anchor bolt insertion hole 22 vertically, and a slope 25 for welding groove is formed along the three ridge lines on the upper surface side. doing. The vertical frame member (vertical member) 13 is made of lip groove steel as shown in (a) to (c). To attach the base plate 21 to the lower end of the vertical frame member 13, the vertical frame member 13 is mounted on the plate body 20. By performing groove welding along the weld groove formed between the lower end surface of the vertical frame member 13 and the welding groove slope 25 of the base plate 21 with the lower end surface of the vertical frame member 13 being placed. (The welded portion is indicated by W), and the base plate 21 is fixed to the lower end portion of the vertical frame member 13.

上記従来のベースプレート21では、このプレート21を垂直材である縦枠材13の下端部に取り付けるのに、図8の(b) に示すようにプレート本体20上面の所定位置に縦枠材13下端面を載置した状態で、ベースプレート21を縦枠材13下端面との間でグルーブ溶接するわけであるが、プレート本体20上面の所定位置に対する縦枠材13下端部の位置決めが非常に困難であることから、これが作業性・生産性を低下させ、ベースプレートの取付精度を悪くする原因となっていた。   In the conventional base plate 21, the plate 21 is attached to the lower end of the vertical frame member 13, which is a vertical member, as shown in FIG. The base plate 21 is groove-welded with the lower end surface of the vertical frame member 13 in a state where the end surface is placed. However, it is very difficult to position the lower end portion of the vertical frame member 13 with respect to a predetermined position on the upper surface of the plate body 20. For this reason, this has lowered workability and productivity, and has caused the base plate mounting accuracy to deteriorate.

本発明は、上記の事情に鑑み、垂直材下端部の位置決めが容易で、作業性・生産性及び溶接強度と取付精度の向上を図ることができるベースプレートを提供することを目的とする。   In view of the above circumstances, an object of the present invention is to provide a base plate in which positioning of a lower end portion of a vertical member is easy and workability / productivity, welding strength, and mounting accuracy can be improved.

上記課題を解決するための手段を、後述する実施形態の参照符号を付して説明すると、請求項1に係る発明は、水平材12上に立設されるリップ溝形鋼よりなる垂直材13の下端部に溶接によって固着されるベースプレートであって、アンカーボルト挿通孔22を有する基板部2と、垂直材13下端部の内周面に沿うように基板部上面2aから所定高さ立ち上がった立上壁部3と、立上壁部3の外周側の複数箇所で基板部2から立上壁部3よりも低く立ち上がっていて、垂直材13の下端部を立上壁部3に外嵌させた状態で垂直材下端面13oと基板部上面2aとをグルーブ溶接するための溶接隙間Sを設定する溶接隙間設定用台座部4,5とからなることを特徴とする。   Means for solving the above problems will be described with reference numerals in the embodiments described later. The invention according to claim 1 is a vertical member 13 made of a lip channel steel standing on a horizontal member 12. The base plate is fixed to the lower end of the base plate 2 by welding. The base plate 2 has the anchor bolt insertion hole 22 and the standing upright from the upper surface 2a of the base plate portion along the inner peripheral surface of the lower end of the vertical member 13. The upper wall 3 and a plurality of locations on the outer peripheral side of the rising wall 3 rise from the substrate 2 lower than the rising wall 3, and the lower end of the vertical member 13 is externally fitted to the rising wall 3. It is characterized by comprising welding gap setting pedestal portions 4 and 5 for setting a welding gap S for groove welding the vertical material lower end surface 13o and the substrate portion upper surface 2a.

請求項2は、請求項1に記載のベースプレートにおいて、立上壁部3は、これに外嵌される垂直材13の下端部内周に沿って連続的又は断続的に延びるように形成されていることを特徴とする。   According to a second aspect of the present invention, in the base plate according to the first aspect, the rising wall portion 3 is formed so as to extend continuously or intermittently along the inner periphery of the lower end portion of the vertical member 13 that is externally fitted thereto. It is characterized by that.

請求項3は、請求項1又は2に記載のベースプレートにおいて、立上壁部3は、平面視略コ字形に形成されていることを特徴とする。   According to a third aspect of the present invention, in the base plate according to the first or second aspect, the rising wall portion 3 is formed in a substantially U shape in a plan view.

請求項4は、請求項1〜3の何れかに記載のベースプレートにおいて、垂直材13の下端部内周に沿って断続的に延びるように形成された立上壁部3は、立上壁部3の所要箇所を横断して基板部2の外へ抜ける溝部6を少なくとも1つ形成したものからなり、その溝部6の底面6aは、基板部2の上面2aと面一であるか、又は基板部2の上面2aより低くなるように形成されていることを特徴とする。   According to a fourth aspect of the present invention, in the base plate according to any one of the first to third aspects, the rising wall portion 3 formed so as to extend intermittently along the inner periphery of the lower end portion of the vertical member 13 is the rising wall portion 3. The bottom surface 6a of the groove portion 6 is flush with the top surface 2a of the substrate portion 2 or the substrate portion. 2 is formed so as to be lower than the upper surface 2a.

請求項5は、請求項1〜4の何れかに記載のベースプレートにおいて、基板部2のアンカーボルト挿通孔22は、その上部側から下部側に亙って漸次径大となるテーパに形成されていることを特徴とする。   According to a fifth aspect of the present invention, in the base plate according to any one of the first to fourth aspects, the anchor bolt insertion hole 22 of the substrate portion 2 is formed in a taper that gradually increases in diameter from the upper side to the lower side. It is characterized by being.

請求項6は、請求項1〜5の何れかに記載のベースプレートにおいて、立上壁部3の立ち上がり高さh1は、リップ溝形鋼よりなる垂直材13の板厚tの約2倍であることを特徴とする。   A sixth aspect of the present invention is the base plate according to any one of the first to fifth aspects, wherein the rising height h1 of the rising wall portion 3 is about twice the thickness t of the vertical member 13 made of lip channel steel. It is characterized by that.

請求項7は、請求項1〜6の何れかに記載のベースプレートにおいて、溶接隙間設定用台座部4,5の立ち上がり高さh2は、リップ溝形鋼よりなる垂直材13の板厚tの約1〜1.5倍であることを特徴とする。   A seventh aspect of the present invention is the base plate according to any one of the first to sixth aspects, wherein the rising height h2 of the base portions 4 and 5 for setting the welding gap is about the plate thickness t of the vertical member 13 made of lip channel steel. It is characterized by being 1 to 1.5 times.

請求項8は、請求項1〜7の何れかに記載のベースプレートにおいて、立上壁部3は、外側面の上端部3aが内向き傾斜面状に形成されていることを特徴とする。   An eighth aspect of the present invention is the base plate according to any one of the first to seventh aspects, wherein the rising wall portion 3 has an upper end portion 3a of an outer side surface formed in an inward inclined surface shape.

請求項9は、請求項1〜8の何れかに記載のベースプレートにおいて、ベースプレート1は、溶接構造用鋳鋼によって一体成形されたものからなることを特徴とする。   A ninth aspect is characterized in that in the base plate according to any one of the first to eighth aspects, the base plate 1 is integrally formed of a welded structural cast steel.

請求項10は、請求項1〜9の何れかに記載のベースプレートにおいて、ベースプレート1全体に溶融亜鉛メッキ又は電気亜鉛メッキが施されていることを特徴とする。   A tenth aspect of the present invention is the base plate according to any one of the first to ninth aspects, wherein the entire base plate 1 is hot dip galvanized or electrogalvanized.

上記解決手段による発明の効果を、後述する実施形態の参照符号を付して説明すると、請求項1に係る発明のベースプレート1は、アンカーボルト挿通孔22を有する基板部2と、垂直材13の下端部内周面に沿うように基板部上面2aから所定高さ立ち上がった立上壁部3と、立上壁部3の外周側の複数箇所で基板部2から立上壁部3よりも低く立ち上がって、垂直材13の下端部を立上壁部3に外嵌させた状態で垂直材下端面13oと基板部上面2aとをグルーブ溶接するための溶接隙間Sを設定する溶接隙間設定用台座部4,5とからなるため、ベースプレート1を垂直材13の下端部に溶接するにあたって、ベースプレート1を固定した状態で、垂直材13の下端部を立上壁部3に外嵌させて、垂直材下端面13oを溶接隙間設定用台座部4,5上に載せるだけで、垂直材13の下端部を、ベースプレート1に対する溶接位置に瞬時に位置決めすることができる。この溶接位置において、垂直材13の下端部は、その内周面側がベースプレート1の立上壁部3によって支持され、この立上壁部3により溶接用の裏当て材が形成されると共に、垂直材13の下端面13oとベースプレート1の基板部上面2aとの間に溶接隙間Sが形成されるから、垂直材下端面13oと基板部上面2aとの溶接隙間Sにグルーブ溶接を行うことにより、垂直材13の下端部とベースプレート1の立上壁部3と溶接隙間設定用台座部4,5と基板部2とを一体に接合させて、ベースプレート1を垂直材13の下端部に的確にして且つ強固に固着することができる。従って、この発明のベースプレート1によれば、垂直材13の下端部の位置決めが容易で、垂直材13下端部との安定したのグルーブ溶接が可能となって、作業性・生産性及び溶接強度と取付精度の著しい向上が図られる。   The effect of the invention by the above solution will be described with reference numerals of the embodiments described later. The base plate 1 of the invention according to claim 1 includes a base plate portion 2 having an anchor bolt insertion hole 22 and a vertical member 13. The rising wall portion 3 rising from the upper surface 2a of the substrate portion to a predetermined height along the inner peripheral surface of the lower end portion, and rising lower than the rising wall portion 3 from the substrate portion 2 at a plurality of locations on the outer peripheral side of the rising wall portion 3 A welding gap setting pedestal for setting a welding gap S for groove welding the vertical material lower end surface 13o and the substrate portion upper surface 2a in a state where the lower end portion of the vertical material 13 is externally fitted to the upright wall portion 3. 4 and 5, when the base plate 1 is welded to the lower end portion of the vertical member 13, the lower end portion of the vertical member 13 is externally fitted to the upright wall portion 3 while the base plate 1 is fixed. Lower end surface 13o for welding gap setting Only placed on seat portions 4 and 5, it is possible to position the lower end of the vertical member 13, the instantaneous welding position with respect to the base plate 1. In this welding position, the lower end portion of the vertical member 13 is supported on the inner peripheral surface side thereof by the rising wall portion 3 of the base plate 1, and a backing material for welding is formed by the rising wall portion 3. Since a welding gap S is formed between the lower end surface 13o of the material 13 and the substrate portion upper surface 2a of the base plate 1, by performing groove welding on the welding gap S between the lower end surface 13o of the vertical material and the substrate portion upper surface 2a, By joining the lower end portion of the vertical member 13, the rising wall portion 3 of the base plate 1, the base portions 4 and 5 for setting the welding gap, and the substrate portion 2, the base plate 1 is accurately aligned with the lower end portion of the vertical member 13. And it can adhere firmly. Therefore, according to the base plate 1 of the present invention, the lower end portion of the vertical member 13 can be easily positioned, and stable groove welding with the lower end portion of the vertical member 13 becomes possible. The mounting accuracy can be significantly improved.

請求項2に係る発明によれば、立上壁部3は、垂直材13の下端部内周に沿って連続的に延びるように形成してもよいし、断続的に延びるように形成してもよく、そして立上壁部3の平面視形状は、垂直材13の下端部内周面を支持するようにその内周に沿って延びる形状であれば、平面視コ字形、平面視矩形枠状等どの様な形状でもよい。   According to the invention of claim 2, the rising wall portion 3 may be formed so as to extend continuously along the inner periphery of the lower end portion of the vertical member 13 or may be formed so as to extend intermittently. As long as the shape of the upright wall portion 3 in plan view is a shape extending along the inner periphery of the vertical member 13 so as to support the inner peripheral surface of the lower end portion, the U-shape in plan view, the rectangular frame shape in plan view, etc. Any shape is acceptable.

請求項3に係る発明によれば、、立上壁部3は、好ましくは平面視が略コ字形に形成するのがよい。即ち、立上壁部3は、例えば四周壁を備えた平面視矩形枠状に形成することもできるが、図2の(a) に示すように、垂直材13のウエッブ部13aに対応する部分と、両フランジ部13b,13bに対応する部分とにより略コ字形に形成すれば、構造が簡素であるため、製作が容易で、コストも低減できる。   According to the invention of claim 3, the rising wall portion 3 is preferably formed in a substantially U-shape in plan view. That is, the upright wall portion 3 can be formed in a rectangular frame shape with a four-sided wall, for example, but a portion corresponding to the web portion 13a of the vertical member 13 as shown in FIG. If the portion corresponding to both flange portions 13b and 13b is formed in a substantially U-shape, the structure is simple, so that the manufacturing is easy and the cost can be reduced.

また、平面視略コ字形の立上壁部3とした場合、垂直材13のウエッブ部13aと両フランジ部13b,13bとの夫々のコーナー部に対応する部分を切除して、立上壁部3を横断するように基板部2の外へ抜ける溝部6を形成した断続的なコ字形とすれば、立上壁部3に対する垂直材13下端部の外嵌が容易となる。つまり、垂直材13としてのリップ溝形鋼は、ウエッブ部13aとフランジ部13bとのコーナー部がアール状であり、しかもそのアールには製作誤差によるバラツキがあるため、立上壁部3が連続形状のコ字形であれば、立上壁部3側のコーナー部に対する垂直材13側コーナー部の嵌め合いが悪く、嵌め込み作業が困難となる。   Further, when the upright wall portion 3 is substantially U-shaped in a plan view, portions corresponding to the respective corner portions of the web portion 13a and the flange portions 13b and 13b of the vertical member 13 are cut out to form the upright wall portion. If the groove portion 6 is formed so as to cross the substrate 3 so as to cross the substrate portion 2, the lower end portion of the vertical member 13 can be easily fitted to the upright wall portion 3. In other words, the lip channel steel as the vertical member 13 has a rounded corner portion between the web portion 13a and the flange portion 13b, and the rounded portion has variations due to manufacturing errors, so that the rising wall portion 3 is continuous. If the shape is a U-shape, the fitting of the corner portion on the vertical member 13 side to the corner portion on the rising wall portion 3 side is poor, and the fitting operation becomes difficult.

請求項4に係る発明のように、垂直材13の周方向に沿って断続的に延びるように形成された立上壁部3が、立上壁部3の所要箇所を横断して基板部2の外へ抜ける溝部6を少なくとも1つ形成したものからなる場合は、例えば図7に示す耐力壁構成枠18の縦枠材として使用する垂直材13の下端にベースプレート1を取り付けて組み立てた後、枠18全体をメッキ処理又は電着塗装処理する時に、その溝部6からメッキ液又は電着塗装液をスムーズに排出させることができるから、ベースプレート1と垂直材13で囲まれた部分にメッキ液又は電着塗装液が残留せず、メッキ処理又は電着塗装処理が容易となる。またこの場合、溝部6の底面6aを基板部2の上面2aより低くなるように形成すれば、メッキ液又は電着塗装液の排出がより一層容易となる。また、立上壁部3を、垂直材13のウエッブ部13aと両フランジ部13b,13bとの夫々のコーナー部に対応する部分を切除して、立上壁部3を横断するように基板部2の外へ抜ける溝部6を形成した断続的なコ字形とした場合は、立上壁部3に対する垂直材13下端部の外嵌が容易となる。   As in the invention according to claim 4, the rising wall portion 3 formed so as to extend intermittently along the circumferential direction of the vertical member 13 crosses the required portion of the rising wall portion 3 and the substrate portion 2. When the base plate 1 is attached to the lower end of the vertical member 13 used as the vertical frame member of the load-bearing wall constituting frame 18 shown in FIG. When the entire frame 18 is subjected to the plating process or the electrodeposition coating process, the plating liquid or the electrodeposition coating liquid can be smoothly discharged from the groove 6, so that the plating liquid or the portion surrounded by the base plate 1 and the vertical member 13 can be removed. The electrodeposition coating liquid does not remain, and the plating process or the electrodeposition coating process becomes easy. In this case, if the bottom surface 6a of the groove portion 6 is formed to be lower than the upper surface 2a of the substrate portion 2, the plating solution or the electrodeposition coating solution can be more easily discharged. Further, a portion of the rising wall portion 3 corresponding to each corner portion of the web portion 13a and the flange portions 13b and 13b of the vertical member 13 is cut out so as to cross the rising wall portion 3. In the case of an intermittent U-shape in which the groove portion 6 that goes out of 2 is formed, it is easy to fit the lower end portion of the vertical member 13 to the rising wall portion 3.

請求項5に係る発明によれば、基板部2のアンカーボルト挿通孔22をその上部側から下部側に亙って漸次径大となるテーパに形成することにより、アンカーボルト23を嵌め込んで挿通させるときに、その嵌め込みが容易となる。   According to the fifth aspect of the present invention, the anchor bolt insertion hole 22 of the base plate portion 2 is formed in a taper that gradually increases in diameter from the upper side to the lower side, so that the anchor bolt 23 is fitted and inserted. When it is made to fit, the fitting becomes easy.

請求項6に係る発明によれば、立上壁部3の立ち上がり高さh1は、リップ溝形鋼よりなる垂直材13の板厚tの2〜3倍が好ましい。これは、立上壁部3が、垂直材13の下端部を外嵌させる時の位置決めガイドとして機能すると共に、垂直材下端面13oと基板部上面2aとを所定の溶接隙間Sにてグルーブ溶接する時の裏当て材として機能することから、立ち上がり高さh1が垂直材13の板厚tの2倍以下、例えば1倍〜1.5倍程度では位置決めガイドとして不十分となり、板厚t以下では裏当て材として機能しなくなり、また立ち上がり高さh1を垂直材13の板厚tの3倍以上にしても、位置決めガイドとしての機能及び裏当て材として機能はそれ程変わらないから、材料の無駄となり、製作コストが高くつくことになるからである。   According to the sixth aspect of the present invention, the rising height h1 of the rising wall portion 3 is preferably 2 to 3 times the plate thickness t of the vertical member 13 made of lip groove steel. This is because the upright wall portion 3 functions as a positioning guide when the lower end portion of the vertical member 13 is externally fitted, and the vertical member lower end surface 13o and the substrate portion upper surface 2a are groove-welded at a predetermined welding gap S. Therefore, if the rising height h1 is not more than twice the plate thickness t of the vertical member 13, for example, about 1 to 1.5 times, it will be insufficient as a positioning guide, and the plate thickness t or less. In this case, the function as a positioning guide and the function as a backing material do not change so much even if the rising height h1 is set to be three times or more the plate thickness t of the vertical material 13, so that the material is wasted. This is because the production cost is high.

請求項7に係る発明によれば、溶接隙間設定用台座部4,5の立ち上がり高さh2は、リップ溝形鋼よりなる垂直材13の板厚tの1〜1.5倍が好ましい。つまり、立ち上がり高さh2が垂直材13の板厚t以下では、グルーブ溶接するための溶接隙間Sが小さくなって、溶接不十分となり、また立ち上がり高さh2が垂直材13の板厚tの1.5倍以上に高くなると、溶接隙間Sが大きくなって、適正な溶接を行えないからである。   According to the seventh aspect of the invention, the rising height h2 of the welding gap setting pedestals 4 and 5 is preferably 1 to 1.5 times the plate thickness t of the vertical member 13 made of lip groove steel. That is, when the rising height h2 is equal to or less than the plate thickness t of the vertical member 13, the welding gap S for groove welding becomes small and welding is insufficient, and the rising height h2 is 1 of the plate thickness t of the vertical member 13. This is because if the height is more than 5 times, the welding gap S becomes large and proper welding cannot be performed.

請求項8に係る発明によれば、立上壁部3は、外側面の上端部3aが内向き傾斜面状に形成されているから、この立上壁部3に垂直材13下端部を外嵌する時にその嵌め合わせが容易となる。   According to the invention according to claim 8, since the upper end 3a of the outer side surface of the rising wall 3 is formed in an inwardly inclined surface shape, the lower end of the vertical member 13 is removed from the rising wall 3. When fitting, the fitting becomes easy.

請求項9に係る発明によれば、ベースプレート1を、溶接構造用鋳鋼によって一体成形される鋳物とすることによって、大量生産が可能で、コストの大幅な低廉化を図ることができると共に、垂直材13との溶接を容易且つ良好に行うことができる。。   According to the ninth aspect of the present invention, the base plate 1 is a casting that is integrally formed of cast steel for welded structure, so that mass production is possible, and the cost can be greatly reduced. 13 can be easily and satisfactorily welded. .

請求項10に係る発明によれば、ベースプレート1全体に溶融亜鉛メッキ又は電気亜鉛メッキが施されているため、錆の発生を防止し、ベースプレート1を長年月にわたって有効に使用できる。   According to the invention which concerns on Claim 10, since hot dip galvanization or electrogalvanization is given to the whole baseplate 1, generation | occurrence | production of rust is prevented and the baseplate 1 can be used effectively over many years.

本発明の一実施形態に係るベースプレートを示す斜視図である。It is a perspective view which shows the baseplate which concerns on one Embodiment of this invention. (a) は同ベースプレートの平面図、(b) は(a) のA−A線断面図である。(a) is a plan view of the base plate, and (b) is a cross-sectional view taken along line AA of (a). (a) は図2の(a) のB−B線断面図、(b) は図2の(a) のC−C線断面図、(c) は図2の(a) のD−D線断面図である。2A is a cross-sectional view taken along the line BB of FIG. 2A, FIG. 2B is a cross-sectional view taken along the line CC of FIG. 2A, and FIG. 2C is a cross-sectional view taken along the line DD of FIG. It is line sectional drawing. (a) は垂直材の下端部にベースプレートを溶接した状態を示すもので、図2の(b) に対応する断面図、(b) は同溶接状態を示すもので、図3の(a) に対応する断面図である。(a) shows a state in which the base plate is welded to the lower end portion of the vertical member, and is a cross-sectional view corresponding to (b) in FIG. 2, and (b) shows the welding state, and (a) in FIG. It is sectional drawing corresponding to. (a) は本発明の他の実施形態に係るベースプレートの平面図、(b) は(a) のE−E線断面図である。(a) is a top view of the base plate which concerns on other embodiment of this invention, (b) is the EE sectional view taken on the line of (a). (a) は更に他の実施形態に係るベースプレートの平面図、(b) は(a) のF−F線断面図である。(a) is a top view of the base plate which concerns on other embodiment, (b) is the FF sectional view taken on the line of (a). (a) は耐力壁構成枠の設置状態を示す正面図、(b) は(a) に示す耐力壁構成枠の下部を拡大して示す正面図である。(a) is a front view showing the installation state of the bearing wall constituting frame, and (b) is an enlarged front view showing a lower part of the bearing wall constituting frame shown in (a). (a) は図7に示す耐力壁構成枠の水平材下端部にベースプレートが溶接されている状態の斜視図、(b) は水平材の下端部に取り付けられるベースプレートの平面図、(c) は(a) の一部断面側面図である。(a) is a perspective view of a state in which the base plate is welded to the lower end of the horizontal member of the bearing wall shown in FIG. 7, (b) is a plan view of the base plate attached to the lower end of the horizontal member, and (c) is It is a partial cross section side view of (a).

以下に本発明の好適な一実施形態を図面に基づいて説明すると、図1〜図3に示されるベースプレート1は、図7に示すような水平材12上に立設されるリップ溝形鋼からなる垂直材13(図8参照)の下端部に溶接により固着されるもので、前記水平材12上から突出するアンカーボルト23が挿通するアンカーボルト挿通孔22を有する基板部2と、垂直材13の下端部の内周面に沿うように基板部2の上面2aから所定高さh1立ち上がった立上壁部3と、この立上壁部3の外周側複数箇所で基板部2から立上壁部3よりも低いh2だけ立ち上がっていて、垂直材12の下端部を図2の(b) に仮想線で示すように立上壁部3に外嵌させた状態で垂直材13の下端面13oと基板部2の上面2aとをグルーブ溶接するための溶接隙間Sを設定する溶接隙間設定用台座部4,5とによって構成される。   A preferred embodiment of the present invention will be described below with reference to the drawings. A base plate 1 shown in FIGS. 1 to 3 is made of a lip groove steel standing on a horizontal member 12 as shown in FIG. The vertical member 13 is fixed to the lower end of the vertical member 13 (see FIG. 8) by welding, and has a base plate part 2 having an anchor bolt insertion hole 22 through which the anchor bolt 23 protruding from the horizontal member 12 is inserted, and the vertical member 13. The rising wall portion 3 rising from the upper surface 2a of the substrate portion 2 to a predetermined height h1 along the inner peripheral surface of the lower end portion thereof, and the rising wall from the substrate portion 2 at a plurality of locations on the outer peripheral side of the rising wall portion 3 The lower end surface 13o of the vertical member 13 rises by h2 lower than the portion 3 and the lower end portion of the vertical member 12 is externally fitted to the rising wall portion 3 as indicated by a virtual line in FIG. And a welding gap S for groove welding the upper surface 2a of the substrate portion 2 is provided. It is comprised by the base parts 4 and 5 for the welding clearance setting to fix.

立上壁部3は、基板部上面2aから垂直材13の下端部内周面に沿うように立ち上がって、垂直材13の下端部を外嵌させる時の位置決めガイドとして機能すると共に、垂直材下端面13oと基板部上面2aとを所定の溶接隙間Sにてグルーブ溶接する時の裏当て材として機能するもので、この立上壁部3は、図1及び図2の(a) に示すように、リップ溝形鋼からなる垂直材13のウエッブ部13a及び両フランジ部13b,13bの夫々下端部内側面に沿うように基板部上面2aから立ち上がって、平面視が略コ字形を成しているが、このコ字形に連続的には形成されておらず、垂直材13のウエッブ部13aと両フランジ部13b,13bとの夫々コーナー部に対応する部分が切除されて、立上壁部3を横断するように基板部2の外へ抜ける溝部6を形成した断続的なコ字形となっている。換言すれば、この立上壁部3は、垂直材13のウエッブ部13aに対応する部分と、一方のフランジ部13bに対応する部分と、他方のフランジ部13bに対応する部分との3つに分割された形態となっている。溝部6の底面6aは、基板部2の上面2aと面一状となっている。   The rising wall portion 3 rises from the substrate portion upper surface 2a along the inner peripheral surface of the lower end portion of the vertical member 13 and functions as a positioning guide when the lower end portion of the vertical member 13 is externally fitted. 13o and the substrate portion upper surface 2a function as a backing material when groove welding is performed at a predetermined welding gap S. The rising wall portion 3 is formed as shown in FIG. 1 and FIG. The vertical portion 13 made of lip channel steel rises from the upper surface 2a of the substrate portion so as to follow the inner surface of the lower end of each of the web portion 13a and the flange portions 13b, 13b, and the plan view is substantially U-shaped. The U-shaped portion is not continuously formed, and the portions corresponding to the corner portions of the web portion 13a and the flange portions 13b and 13b of the vertical member 13 are cut out to cross the rising wall portion 3. To the outside of the board part 2 It is an intermittent U-shape in which a groove portion 6 is formed. In other words, the rising wall portion 3 is divided into three parts, a portion corresponding to the web portion 13a of the vertical member 13, a portion corresponding to one flange portion 13b, and a portion corresponding to the other flange portion 13b. It is in a divided form. The bottom surface 6 a of the groove portion 6 is flush with the upper surface 2 a of the substrate portion 2.

この立上壁部3の基板部上面2aからの立ち上がり高さh1は、リップ溝形鋼からなる垂直材13の板厚tの2〜3倍が好ましい。これは、立上壁部3が、垂直材13の下端部を外嵌させる時の位置決めガイドとして機能すると共に垂直材下端面13oと基板部上面2aとを所定の溶接隙間Sにてグルーブ溶接する時の裏当て材として機能することから、立ち上がり高さh1が垂直材13の板厚tの2倍以下、例えば1倍〜1.5倍程度では位置決めガイドとして不十分となり、板厚t以下では裏当て材として機能しなくなり、また立ち上がり高さh1を垂直材13の板厚tの3倍以上にしても、位置決めガイドとしての機能及び裏当て材として機能はそれ程変わらないから、材料の無駄となり、製作コストが高くつくことになるからである。   The rising height h1 of the rising wall portion 3 from the substrate portion upper surface 2a is preferably 2 to 3 times the plate thickness t of the vertical member 13 made of lip groove steel. This is because the upright wall portion 3 functions as a positioning guide when the lower end portion of the vertical member 13 is externally fitted, and the vertical member lower end surface 13o and the substrate portion upper surface 2a are groove-welded with a predetermined welding gap S. Since it functions as a backing material at the time, if the rising height h1 is less than twice the plate thickness t of the vertical member 13, for example, about 1 to 1.5 times, it will be insufficient as a positioning guide, and below the plate thickness t It will not function as a backing material, and even if the rising height h1 is 3 times or more than the plate thickness t of the vertical material 13, the function as a positioning guide and the function as a backing material will not change so much, so the material will be wasted. This is because the production cost is high.

また、図2〜図4から分かるように、立上壁部3の上端面は、その外側面の上端部3aが内向き上り傾斜面状に形成されている。このように立上壁部3の外側面上端面が内向き上り傾斜面状に形成されていることによって、立上壁部3に垂直材13下端部を外嵌する時にその嵌め合わせが容易となる。また、傾斜面部を3aを形成する稜線は、角張ることなく、丸く、アール状に形成されている。   Further, as can be seen from FIGS. 2 to 4, the upper end surface of the rising wall portion 3 is formed such that the upper end portion 3 a of the outer surface thereof is an inwardly inclined surface. As described above, the upper end surface of the outer surface of the rising wall portion 3 is formed in an inwardly rising inclined surface, so that when the lower end portion of the vertical member 13 is externally fitted to the rising wall portion 3, the fitting is easy. Become. Further, the ridge line forming the inclined surface portion 3a is rounded and rounded without being angular.

溶接隙間設定用台座部4,5は、図2の(b) に示すように立上壁部3に垂直材13の下端部を外嵌させて、垂直材13の下端面13oを台座部4,5上に載せた状態とすることにより、垂直材13の下端面13oと基板部2の上面2aとをグルーブ溶接するための溶接隙間Sを設定するものであって、立上壁部3の外周側の複数箇所で基板部2から立上壁部3より低いh2だけ立ち上がるように基板部2と一体に形成されている。即ち、図2の(a) ,(b) に示すように、垂直材13のウエッブ部13aに対応する立上壁部3部分の外側2箇所に溶接隙間設定用台座部4が設けられ、そして垂直材13のリップ部13c,13cが載る箇所に溶接隙間設定用台座部5,5が設けられている。尚、台座部5は、図7(a) ,(b) に示すような耐力壁構成枠18を水平材12に設置する場合に、垂直材13の下端部側面に接合される下横枠材16の端部を載せた状態で溶接できるように十分長く形成されていると共に、その外側縁部には溶接開先用の斜面30が形成されている(図2の(a) 及び図3の(b) 参照)。   As shown in FIG. 2B, the welding gap setting pedestal portions 4 and 5 are formed by fitting the lower end portion of the vertical member 13 to the upright wall portion 3 so that the lower end surface 13 o of the vertical member 13 is the pedestal portion 4. , 5 to set a welding gap S for groove-welding the lower end surface 13o of the vertical member 13 and the upper surface 2a of the substrate portion 2, It is formed integrally with the substrate part 2 so as to rise from the substrate part 2 by h2 lower than the rising wall part 3 at a plurality of locations on the outer peripheral side. That is, as shown in FIGS. 2 (a) and 2 (b), welding gap setting pedestal portions 4 are provided at two locations outside the rising wall portion 3 corresponding to the web portion 13a of the vertical member 13, and Welding clearance setting pedestal portions 5 and 5 are provided at places where the lip portions 13c and 13c of the vertical member 13 are placed. The pedestal portion 5 is a lower horizontal frame member joined to the side surface of the lower end portion of the vertical member 13 when the load bearing wall constituting frame 18 as shown in FIGS. 7A and 7B is installed on the horizontal member 12. 16 is formed long enough so that welding can be performed with the end portion mounted thereon, and a slope 30 for welding groove is formed on the outer edge thereof (see FIGS. 2 (a) and 3). (See (b)).

この溶接隙間設定用台座部4,5の基板部上面2aからの立ち上がり高さh2(図2の(b) ,図3の(b) 参照)は、リップ溝形鋼からなる垂直材13の板厚tの1〜1.5倍が好ましいとされる。これは、立ち上がり高さh2が垂直材13の板厚t以下では、グルーブ溶接するための溶接隙間Sが小さくなって、溶接不十分となり、また立ち上がり高さh2が垂直材13の板厚tの1.5倍以上に高くなると、溶接隙間Sが大きくなって、適正なグルーブ溶接を行うことができないからである。   The height h2 (see FIGS. 2 (b) and 3 (b) in FIG. 2) of the base portions 2 and 5 for the welding gap setting pedestals 4 and 5 is the plate of the vertical member 13 made of lip channel steel. A thickness of 1 to 1.5 times the thickness t is preferred. This is because when the rising height h2 is equal to or less than the plate thickness t of the vertical member 13, the welding gap S for groove welding becomes small and welding is insufficient, and the rising height h2 is equal to the plate thickness t of the vertical member 13. This is because if the height is increased by 1.5 times or more, the welding gap S becomes large and proper groove welding cannot be performed.

また基板部2のアンカーボルト挿通孔22は、図2の(a) ,(b) 及び図3の(a) ,(b) に示すように、長孔に形成されていると共に、その上部側から下部側に亙って漸次径大となる下広がりテーパに形成されている。このようにアンカーボルト挿通孔22を若干下広がりテーパに形成することにより、アンカーボルト23を嵌め込んで挿通させるときに、その嵌め込みが容易となる。尚、アンカーボルト挿通孔22は、基板部2に複数設けることもできる。   The anchor bolt insertion hole 22 of the board portion 2 is formed as a long hole as shown in FIGS. 2 (a) and 2 (b) and FIG. 3 (a) and 3 (b). The taper is formed in a downwardly expanding taper that gradually increases in diameter from the bottom to the bottom. Thus, by forming the anchor bolt insertion hole 22 to be slightly downwardly tapered, when the anchor bolt 23 is inserted and inserted, the insertion becomes easy. A plurality of anchor bolt insertion holes 22 may be provided in the substrate portion 2.

上記のように、基板部2にアンカーボルト挿通孔22を形成すると共に、基板部2の上面2aに立上壁部3及び溶接隙間設定用台座部4,5を突設したベースプレート1は、その全体が、溶接性を考慮された炭素鋼からなる溶接構造用鋳鋼によって一体成形された鋳物であり、そして各稜線部分(面と面との境をなす線状部分)はその全てが大なり小なり断面アール状に丸みをもたせて形成されている。このようにベースプレート1を溶接構造用鋳鋼によって鋳造すれば、良好な鋳物製品を得ることができ、また鋳物とすることにより、ベースプレート1の大量生産が可能で、コストの大幅な低廉化を図ることができる。また、ベースプレート1の表面に形成される全ての稜線部分に断面アール状の丸みをもたせることにより、ベースプレート1に防錆塗装や防錆メッキを施すときに、その塗膜や被膜をプレート全体に亘り均一に形成できる。つまり、稜線部分に形成される塗膜や被膜とプレート1の平坦部に形成される塗膜や被膜とを同じ膜厚で均一に形成でき、それにより防錆機能を有効に発揮させることができる。   As described above, the base plate 1 in which the anchor bolt insertion hole 22 is formed in the substrate portion 2 and the upright wall portion 3 and the welding gap setting pedestal portions 4 and 5 project from the upper surface 2a of the substrate portion 2 The whole is a casting that is integrally formed of welded structural cast steel made of carbon steel that takes weldability into account, and each ridge line part (the linear part that forms the boundary between the faces) is all larger and smaller. The cross section is rounded and rounded. If the base plate 1 is cast with cast steel for welded structure in this way, a good casting product can be obtained, and by using the casting, the base plate 1 can be mass-produced and the cost can be greatly reduced. Can do. In addition, by providing all the ridges formed on the surface of the base plate 1 with rounded cross-sections, when the base plate 1 is subjected to anti-corrosion coating or anti-rust plating, the coating film or coating is spread over the entire plate. It can be formed uniformly. That is, the coating film or coating film formed on the ridge line portion and the coating film or coating film formed on the flat portion of the plate 1 can be uniformly formed with the same film thickness, thereby effectively exhibiting the rust prevention function. .

また、上記のように溶接構造用鋳鋼によって一体成形されたベースプレート1は、プレート全体に防錆用の溶融亜鉛メッキ又は電気亜鉛メッキが施されており、従って錆の発生を防止し、ベースプレート1を長年月にわたり有効に使用することができるようになる。ベースプレート1を防錆メッキ処理する場合には、上記したようにベースプレート1の各稜線部分が全て大なり小なり断面アール状に形成されているから、メッキの被膜厚をベースプレート1の全体に亘って均一にすることができると共に、稜線部分が鋭角ではなくて断面アール状となっているために稜線部分での被膜厚が薄くなることがなく、他の平面部分と同じ被膜厚にすることができる。このようにメッキ被膜厚がベースプレート1の全体に亘って均一となるようにメッキできるため、ベースプレート1全体のメッキ被膜厚を薄く形成することが可能となり、それによりベースプレート1をメッキ処理した後に、このベースプレート1を垂直材13の下端部に溶接する場合に、溶接箇所のメッキ被膜部分を溶接が可能な膜厚(例えば8ミクロン)になるまでグラインダー等で削り取る必要がなくメッキ処理したままでそのメッキ被膜の上から溶接することができ、従って余分な作業を行う必要がなくなり、作業の迅速化を図ることができ、結果的に生産工程の短縮化、製品コストの低廉化を図ることができる。   In addition, the base plate 1 integrally formed of the cast steel for welded structure as described above is subjected to hot dip galvanization or electrogalvanization for rust prevention on the entire plate, thus preventing the occurrence of rust and the base plate 1. It can be used effectively for many years. When the base plate 1 is subjected to rust-proof plating, each ridge line portion of the base plate 1 is formed to have a larger or smaller cross-sectional shape as described above, so that the plating film thickness is spread over the entire base plate 1. It can be made uniform, and since the ridge line portion is not an acute angle but has a rounded cross section, the film thickness at the ridge line portion does not become thin, and the same film thickness as other plane portions can be obtained. . Since plating can be performed such that the plating film thickness is uniform over the entire base plate 1, it is possible to reduce the plating film thickness of the entire base plate 1, so that after the base plate 1 is plated, When the base plate 1 is welded to the lower end of the vertical member 13, it is not necessary to remove the plating film portion of the welded portion with a grinder or the like until the film thickness is capable of being welded (for example, 8 microns). It is possible to weld from the top of the coating, so that it is not necessary to perform extra work, and the work can be speeded up. As a result, the production process can be shortened and the product cost can be reduced.

図4の(a) ,(b) は、上記のように溶接構造用鋳鋼の鋳造によって一体成形されたベースプレート1をリップ溝形鋼からなる垂直材13の下端部に溶接によって固着した状態を示す。この溶接にあたっては、例えば作業床面上の定位置にベースプレート1を固定し、リップ溝形鋼からなる垂直材13を上方より持ち来し、その下端部を基板部上面2aから平面視略コ字形に立ち上がった立上壁部3に外嵌させて、垂直材下端面13oを溶接隙間設定用台座部4,5上に載せることにより、この立上壁部3が位置決めガイドとなって、垂直材13の下端部を、図2の(b) 及び図3の(a) に示すようにベースプレート1に対する溶接位置に瞬時に位置決めすることができる。この溶接位置では、垂直材13の下端部は、その内周面がベースプレート1の立上壁部3によって支持され、垂直材13の下端面13oとベースプレート1の基板部上面2aとの間に所定の溶接隙間Sが形成される。   FIGS. 4A and 4B show a state in which the base plate 1 integrally formed by casting the cast steel for welded structure as described above is fixed to the lower end portion of the vertical member 13 made of lip groove steel by welding. . In this welding, for example, the base plate 1 is fixed at a fixed position on the work floor, the vertical member 13 made of lip groove steel is brought from above, and the lower end portion thereof is substantially U-shaped in plan view from the substrate top surface 2a. The vertical wall lower end surface 13o is placed on the welding gap setting pedestal portions 4 and 5 so as to be fitted as positioning guides, and is fitted to the rising wall portion 3 rising to the vertical material. The lower end of 13 can be instantaneously positioned at the welding position with respect to the base plate 1 as shown in FIG. 2 (b) and FIG. 3 (a). At this welding position, the inner peripheral surface of the lower end portion of the vertical member 13 is supported by the rising wall portion 3 of the base plate 1, and a predetermined amount is provided between the lower end surface 13 o of the vertical member 13 and the substrate portion upper surface 2 a of the base plate 1. Welding gap S is formed.

そして、図2の(b) 及び図3の(a) に示すような垂直材下端面13oと基板部上面2aとの溶接隙間Sにグルーブ溶接を行うことにより、図4の(a) ,(b) に示すように垂直材13の下端部とベースプレート1の立上壁部3と溶接隙間設定用台座部4,5と基板部2とを一体に接合させて、ベースプレート1を垂直材13の下端部に的確に固着することができる。そして、このベースプレート1のボルト挿通孔22に、土台の水平材12上面に突設されたアンカーボルト23を挿通して、ナット31で締め付けることにより、図7に示すような耐力壁構成枠18を水平材12上に立設することができる。   4 (b) and FIG. 3 (a), groove welding is performed on the welding gap S between the vertical material lower end surface 13o and the substrate portion upper surface 2a, so that FIG. b), the base plate 1 is attached to the vertical member 13 by integrally joining the lower end portion of the vertical member 13, the rising wall portion 3 of the base plate 1, the base portions 4 and 5 for setting the welding gap, and the substrate portion 2. It can be accurately fixed to the lower end. Then, by inserting an anchor bolt 23 projecting from the upper surface of the horizontal member 12 of the base into the bolt insertion hole 22 of the base plate 1 and tightening with a nut 31, a bearing wall constituting frame 18 as shown in FIG. It can stand up on the horizontal member 12.

図5はベースプレート1の他の実施形態を示すもので、(a) は平面図、(b) は(a) のE−E線断面図である。このベースプレート1の立上壁部3は、図1〜図3に示すものと同様に、垂直材13のウエッブ部13aと両フランジ部13b,13bとの夫々のコーナー部に対応する部分が切除されて、立上壁部3を横断するように基板部2の外へ抜ける溝部6を形成した断続的なコ字形となっているが、溝部6の底面6aが基板部2の上面2aより低く形成されている点が異なっている。   5A and 5B show another embodiment of the base plate 1. FIG. 5A is a plan view, and FIG. 5B is a sectional view taken along line EE of FIG. The rising wall portion 3 of the base plate 1 is cut out at portions corresponding to the corner portions of the web portion 13a and the flange portions 13b and 13b of the vertical member 13 in the same manner as shown in FIGS. Thus, the groove portion 6 is formed in an intermittent U-shape so as to cross the rising wall portion 3 so as to pass out of the substrate portion 2, but the bottom surface 6 a of the groove portion 6 is formed lower than the upper surface 2 a of the substrate portion 2. Is different.

図6はベースプレート1の更に他の実施形態を示すもので、(a) は平面図、(b) は(a) のF−F線断面図である。このベースプレート1の立上壁部3は、垂直材13のウエッブ部13aに対応する立上壁部3部分がその幅方向中央部で切除されて、立上壁部3を横断するように基板部2の外へ抜ける溝部6を形成した断続的なコ字形となっており、そしてその溝部6も図5の実施形態と同様に底面6aが基板部2の上面2aより低く形成されている。   FIGS. 6A and 6B show still another embodiment of the base plate 1. FIG. 6A is a plan view, and FIG. 6B is a sectional view taken along line FF of FIG. The rising wall portion 3 of the base plate 1 has a base plate portion so that the rising wall portion 3 corresponding to the web portion 13 a of the vertical member 13 is cut at the center in the width direction and crosses the rising wall portion 3. 5, the groove portion 6 is formed in an intermittent U-shape, and the bottom surface 6a of the groove portion 6 is formed lower than the upper surface 2a of the substrate portion 2 as in the embodiment of FIG.

図5及び図6に示す実施形態のベースプレート1のように、垂直材13の周方向に沿って断続的に延びるように形成された立上壁部3が、立上壁部3の所要箇所を横断して基板部2の外へ抜ける溝部6を少なくとも1つ形成したものからなる場合は、例えば図7に示す耐力壁構成枠18の縦枠材として使用する垂直材13の下端にベースプレート1を取り付けて組み立てた後、枠18全体をメッキ処理又は電着塗装処理する時に、その溝部6からメッキ液又は電着塗装液をスムーズに排出させることができるから、ベースプレート1と垂直材13で囲まれた部分にメッキ液又は電着塗装液が残留せず、メッキ処理又は電着塗装処理が容易となる。またこの場合、溝部6の底面6aを基板部2の上面2aより低くなるように形成すれば、メッキ液又は電着塗装液の排出をより有効に行わせることができる。   Like the base plate 1 of the embodiment shown in FIG. 5 and FIG. 6, the rising wall portion 3 formed so as to extend intermittently along the circumferential direction of the vertical member 13 is a required portion of the rising wall portion 3. In the case where the base plate 1 is formed by forming at least one groove portion 6 that crosses out of the substrate portion 2 and is used as a vertical frame member of the load-bearing wall constituting frame 18 shown in FIG. After mounting and assembling, the plating solution or electrodeposition coating solution can be smoothly discharged from the groove 6 when the entire frame 18 is subjected to plating treatment or electrodeposition coating treatment, so that it is surrounded by the base plate 1 and the vertical member 13. The plating solution or the electrodeposition coating solution does not remain in the part, and the plating process or the electrodeposition coating process becomes easy. In this case, if the bottom surface 6a of the groove portion 6 is formed to be lower than the upper surface 2a of the substrate portion 2, the plating solution or the electrodeposition coating solution can be discharged more effectively.

1 ベースプレート
2 基板部
2a 基板部の上面
3 立上壁部
S 溶接隙間
4,5 溶接隙間設定用台座部
6 溝部
6a 溝部の底面
13 垂直材(リップ溝形鋼)
13a 垂直材のウエッブ部
13b 垂直材のフランジ部
13c 垂直材のリップ部
13o 垂直材の下端面
DESCRIPTION OF SYMBOLS 1 Base plate 2 Board | substrate part 2a Upper surface 3 of board | substrate part Standing wall part S Welding clearance 4,5 Base part 6 for welding clearance setting Groove part 6a Bottom face 13 of groove part Vertical material (lip channel steel)
13a Vertical material web portion 13b Vertical material flange portion 13c Vertical material lip portion 13o Lower end surface of vertical material

Claims (10)

水平材上に立設されるリップ溝形鋼よりなる垂直材の下端部に溶接によって固着されるベースプレートであって、アンカーボルト挿通孔を有する基板部と、垂直材の下端部内周面に沿うように基板部上面から所定高さ立ち上がった立上壁部と、立上壁部の外周側の複数箇所で基板部から立上壁部よりも低く立ち上がっていて、垂直材の下端部を立上壁部に外嵌させた状態で垂直材下端面と基板部上面とをグルーブ溶接するための溶接隙間を設定する溶接隙間設定用台座部とからなるベースプレート。   A base plate fixed by welding to a lower end portion of a vertical member made of lip channel steel standing upright on a horizontal member so as to be along a base plate portion having an anchor bolt insertion hole and an inner peripheral surface of the lower end portion of the vertical member. The rising wall part rises to a predetermined height from the upper surface of the board part, and rises lower than the rising wall part from the board part at a plurality of locations on the outer peripheral side of the rising wall part. A base plate comprising a welding gap setting pedestal for setting a welding gap for groove-welding the lower end surface of the vertical member and the upper surface of the substrate part in a state of being fitted to the part. 立上壁部は、これに外嵌される垂直材の下端部内周に沿うように連続的又は断続的に延びるように形成されている請求項1に記載のベースプレート。   The base plate according to claim 1, wherein the rising wall portion is formed so as to extend continuously or intermittently along an inner periphery of a lower end portion of a vertical member fitted on the rising wall portion. 立上壁部は、平面視略コ字形に形成されている請求項1又は2に記載のベースプレート。   The base plate according to claim 1, wherein the rising wall portion is formed in a substantially U shape in plan view. 垂直材の下端部内周に沿うように断続的に延びるように形成された立上壁部は、立上壁部の所要箇所を横断して基板部の外へ抜ける溝部を少なくとも1つ形成したものからなり、その溝の底面は、基板部の上面と面一であるか、又は基板部の上面より低くなるように形成されている請求項1〜3の何れかに記載のベースプレート。   The rising wall portion formed so as to intermittently extend along the inner periphery of the lower end portion of the vertical member is formed by forming at least one groove portion that crosses a required portion of the rising wall portion and goes out of the substrate portion. The base plate according to claim 1, wherein the bottom surface of the groove is formed to be flush with the upper surface of the substrate portion or lower than the upper surface of the substrate portion. 基板部のアンカーボルト挿通孔は、その上部側から下部側に亙って漸次径大となるテーパに形成されている請求項1〜4の何れかに記載のベースプレート。   The base plate according to any one of claims 1 to 4, wherein the anchor bolt insertion hole of the base plate portion is formed in a taper that gradually increases in diameter from the upper side to the lower side. 立上壁部の立ち上がり高さは、リップ溝形鋼よりなる垂直材の板厚の2〜3倍である請求項1〜5の何れかに記載のベースプレート。   The base plate according to any one of claims 1 to 5, wherein a rising height of the rising wall portion is 2 to 3 times a thickness of a vertical member made of lip groove steel. 溶接隙間設定用台座部の立ち上がり高さは、リップ溝形鋼よりなる垂直材の板厚の1〜1.5倍である請求項1〜6の何れかに記載のベースプレート。   The base plate according to any one of claims 1 to 6, wherein a rising height of the welding gap setting pedestal is 1 to 1.5 times a thickness of a vertical member made of lip groove steel. 立上壁部は、外側面の上端部が内向き傾斜面状に形成されている請求項1〜7の何れかに記載のベースプレート。   The base plate according to any one of claims 1 to 7, wherein an upper end portion of an outer side surface of the rising wall portion is formed in an inwardly inclined surface shape. ベースプレートは、溶接構造用鋳鋼によって一体成形されたものからなる請求項1〜8の何れかに記載のベースプレート。   The base plate according to any one of claims 1 to 8, wherein the base plate is integrally formed of cast steel for welded structure. ベースプレート全体に溶融亜鉛メッキ又は電気亜鉛メッキが施されている請求項1〜9の何れかに記載のベースプレート。   The base plate according to claim 1, wherein the entire base plate is hot dip galvanized or electrogalvanized.
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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2019007193A (en) * 2017-06-22 2019-01-17 東海旅客鉄道株式会社 Sound-proof wall component and sound-proof wall structure
JP2021011765A (en) * 2019-07-08 2021-02-04 センクシア株式会社 Base plate

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Publication number Priority date Publication date Assignee Title
JPS449007Y1 (en) * 1964-12-11 1969-04-12
JPH0744537U (en) * 1991-04-11 1995-11-21 日立金属株式会社 Pillar hardware
JPH11117405A (en) * 1997-10-15 1999-04-27 Daiwa Kosho Lease Co Ltd Bolt fixing structure of frame and its fitting

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS449007Y1 (en) * 1964-12-11 1969-04-12
JPH0744537U (en) * 1991-04-11 1995-11-21 日立金属株式会社 Pillar hardware
JPH11117405A (en) * 1997-10-15 1999-04-27 Daiwa Kosho Lease Co Ltd Bolt fixing structure of frame and its fitting

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2019007193A (en) * 2017-06-22 2019-01-17 東海旅客鉄道株式会社 Sound-proof wall component and sound-proof wall structure
JP7041422B2 (en) 2017-06-22 2022-03-24 東海旅客鉄道株式会社 Soundproof wall components and soundproof wall structure
JP7041422B6 (en) 2017-06-22 2022-04-07 東海旅客鉄道株式会社 Soundproof wall components and soundproof wall structure
JP2021011765A (en) * 2019-07-08 2021-02-04 センクシア株式会社 Base plate
JP7339484B2 (en) 2019-07-08 2023-09-06 センクシア株式会社 base plate

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