蛛網(wǎng)式梁格樓蓋徑向梁內(nèi)力分析及變形計(jì)算
邊學(xué)林 樸冬梅 邊 宇
- 摘 要
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邊學(xué)林 樸冬梅 （黑龍江省輕工設(shè)計(jì)院 哈爾濱150040）邊 宇 （哈爾濱第七建筑工程公司 150050）[提要] 依據(jù)整體式鋼筋砼肋形樓蓋和井式樓蓋計(jì)算理論和蛛網(wǎng)式梁格中徑向梁交點(diǎn)0處變形協(xié)調(diào)條件，采用彈性支座剛度系數(shù)法計(jì)算任意荷載作用下蛛網(wǎng)式梁格樓蓋徑向梁的內(nèi)力及變形。
[關(guān)鍵詞] 彈性支座 剛度系數(shù) 徑向梁 截面彈性剛度On the basis of computing theory of cast-in-place reinforced concrete floor with check beams or griders, it is computed for internal forced and deformation of the radial beams of beam and slab struture of floor in web form in the method of coefficient of rigidity of elastic support, according to
the deformation coordinate condition on point o of intersection beam.
Keywords: coefficient of rigidity; elastic support; elastic rigidity; slab; radial beams
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