composite slabsとは 意味・読み方・使い方

The floor slabs for the bridge are configured by using the steel-concrete composite floor slabs.例文帳に追加

そして、この鋼・コンクリート合成床板を用いて橋梁の床板を構成する。 - 特許庁

CONSTRUCTION METHOD FOR REPLACING FLOOR SLAB OF COMPOSITE GIRDER, AND DEVICE FOR TRANSFERRING AXIAL FORCE BETWEEN FLOOR SLABS例文帳に追加

合成桁の床版打替工法および床版間の軸力伝達装置 - 特許庁

COMPOSITE ENERGY ABSORBING STRUCTURE AND METHOD FOR FORMING COMPOSITE STRUCTURE OF BUILDING INCLUDING ONE OR PLURAL FLOOR SLABS例文帳に追加

エネルギー吸収複合構造及び１つ又は複数の床スラブを含む建物の複合構造を形成する方法 - 特許庁

To provide a joint structure of precast composite floor slabs increasing connection strength of the joint structure and reducing cost of the joint structure.例文帳に追加

プレキャスト合成床版の継手構造の連結強度を高め且つ継手構造のコスト低減を図る。 - 特許庁

(i) The composite floor slab 10 is arranged between the supporting points (bridge piers) 1 to form a simple girder bridge, and a floor slab concrete 11 is placed on each composite floor slab 10 between the supporting points 1, and then (ii) the space between the composite floor slabs 10 on the supporting point 1 is filled with concrete 4.例文帳に追加

i)単純桁橋をなすように支点（橋脚）１間に合成床版１０を架設し、支点１間の各合成床版１０に床版コンクリート１１を施工したのち、ii)支点１上の上記合成床版１０の間を、コンクリート４の充填によって結合する。 - 特許庁

To provide a composite girder providing for high coupling strength between webs and upper floor slabs and high fatigue strength to resist heavy loads by rationally solving problems of the strength of PC girders as steel girders which use corrugated steel webs and that of upper floor slabs, and problems of laborious construction and a large number of components, etc.例文帳に追加

波形鋼板ウエブを用いるＰＣ桁の鋼桁と上床版の強度上の問題や施工手間がかかり、構成材数が多い等の問題を合理的に解決し、ウエブと上床版との結合強度が高く、重荷重に対して疲労強度の大きい複合桁を得る。 - 特許庁

To provide a method for manufacturing floor slabs of steel-concrete composite with concrete integrated with a steel girder on the girder, which removes any influence of deformed floor slabs by drying shrinkage of concrete or by prestress from the tension of prestressed concrete (PC) tensions and also which minimizes the ratio of fragile cast-in-place sections.例文帳に追加

鋼桁上にコンクリート床版を一体化させた鋼・コンクリート合成床版の構築に際し、コンクリートの乾燥収縮やＰＣ緊張材の緊張によるプレストレスの導入による変位よる影響をなくし、しかも構造上の弱点となる場所打ち部分を極力小さいものとする。 - 特許庁