配套人防物资库单体工程抗浮设计计算书1、 设计依据中华人民共和国行业标准：建筑地基基础规范GB5007-20022、计算面积 筏板面积：1258.945m2,其中人防地下室内部为910.865 m2，非人防地下室面积为204.18 m2，挑出面积为143.9 m2；地下室外墙0.4m厚，3.9m高，总长度150.4m，.柱子大小为0.36 m2，3.9m高，共24根.文档收集自网络，仅用于个人学习地下室水位为室外地面下1.0m处.剖面图如下：3、浮力大小每平米浮力：41KN/m2.则筏板所受总浮力为：N=1115.045*4145716.845KN.4、抗浮力：1） 人防区顶板荷载大小为：910.865*（0.8*18+0.25*25）18809.4KN2） 人防区底板荷载大小为：910.865*（0.3*22+0.40*25）15120.4KN3） 非人防区顶板荷载大小为：204.18 *6.01225.1KN4） 非人防区底板荷载大小为：204.18 *（0.3*22+0.40*25）3389.4KN5） 挑出部分恒载为：143.9*1*18+3.7*（18-10）+0.4*258288.6KN6） 混凝土外墙荷载大小为：150.4*0.4*3.9*255865.6KN7） 柱子荷载大小为：24*0.36*3.9*25842.4KN总抗浮力为：R=0.9*（18809.4+15120.4+1225.1+3389.4+8288.6+5865.6+842.4）48186.8KN文档收集自网络，仅用于个人学习抗浮力R =48186.8浮力N=45716.8(比值为1.054)根据上面数据可得：地下室满足抗浮要求.版权申明本文部分内容，包括文字、图片、以及设计等在网上搜集整理.版权为个人所有This article includes some parts, including text, pictures, and design. Copyright is personal ownership.文档收集自网络，仅用于个人学习用户可将本文地内容或服务用于个人学习、研究或欣赏，以及其他非商业性或非盈利性用途，但同时应遵守著作权法及其他相关法律地规定，不得侵犯本网站及相关权利人地合法权利.除此以外，将本文任何内容或服务用于其他用途时，须征得本人及相关权利人地书面许可，并支付报酬.文档收集自网络，仅用于个人学习Users may use the contents or services of this article for personal study, research or appreciation, and other non-commercial or non-profit purposes, but at the same time, they shall abide by the provisions of copyright law and other relevant laws, and shall not infringe upon the legitimate rights of this website and its relevant obligees. In addition, when any content or service of this article is used for other purposes, written permission and remuneration shall be obtained from the person concerned and the relevant obligee.文档收集自网络，仅用于个人学习转载或引用本文内容必须是以新闻性或资料性公共免费信息为使用目地地合理、善意引用，不得对本文内容原意进行曲解、修改，并自负版权等法律责任.文档收集自网络，仅用于个人学习Reproduction or quotation of the content of this article must be reasonable and good-faith citation for the use of news or informative public free information. It shall not misinterpret or modify the original intention of the content of this article, and shall bear legal liability such as copyright.文档收集自网络，仅用于个人学习版权申明本文部分内容，包括文字、图片、以及设计等在网上搜集整理.版权为个人所有This article includes some parts, including text, pictures, and design. Copyright is personal ownership.文档收集自网络，仅用于个人学习用户可将本文地内容或服务用于个人学习、研究或欣赏，以及其他非商业性或非盈利性用途，但同时应遵守著作权法及其他相关法律地规定，不得侵犯本网站及相关权利人地合法权利.除此以外，将本文任何内容或服务用于其他用途时，须征得本人及相关权利人地书面许可，并支付报酬.文档收集自网络，仅用于个人学习Users may use the contents or services of this article for personal study, research or appreciation, and other non-commercial or non-profit purposes, but at the same time, they shall abide by the provisions of copyright law and other relevant laws, and shall not infringe upon the legitimate rights of this website and its relevant obligees. In addition, when any content or service of this article is used for other purposes, written permission and remuneration shall be obtained from the person concerned and the relevant obligee.文档收集自网络，仅用于个人学习转载或引用本文内容必须是以新闻性或资料性公共免费信息为使用目地地合理、善意引用，不得对本文内容原意进行曲解、修改，并自负版权等法律责任.文档收集自网络，仅用于个人学习Reproduction or quotation of the content of this article must be reasonable and good-faith citation for the use of news or informative public free information. It shall not misinterpret or modify the original intention of the content of this article, and shall bear legal liability such as copyright.文档收集自网络，仅用于个人学习