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16建筑三维平法图集序各位尊敬的读者朋友们,感谢大家选择《16建筑三维平法结构识图教程》,建筑工程中建筑结构识图和建筑钢筋工程算量是重要的专业能力。无论是在施工、造价,还是工程管理,我们都离不开对图纸的认识理解和熟练运用。这些工作都要以图纸为依据开展,同时《国标16平法》又是图纸设计与识读的国家标准。因此,熟练的掌握运用平法识图规则和钢筋构造详图是我们建筑工程专业的必修课。但是我们都知道平法结构施工图比较抽象难懂,其中又有很多设计规范,对于初学者、学生、刚入行的广大建筑从业人士来说有一定的学习困难。即使是教师教学有时也很难用语言描述清楚复杂的钢筋构造。从而造成学生难学老师难教状态。基于这种情况,我们编著了《16建筑三维平法结构图集》一书。本书采用三维模型的方式注解了国标11平法全套详图,除了一般教材中基本的梁、板、柱、墙、楼梯、基础详图外我们还加入了国标中的无梁楼盖、地下室外墙、板洞、板翻边、基坑、柱帽、后浇、桩基承台等相关混凝土构件详图.其内容细致完整既可当工具书使用也与建筑三维平法教程配套使用.本书精心绘制了全套11平法全彩三维钢筋详图三维示意图。采用平面与三维对照的方式讲解钢筋构造。全书以图为主,文字为辅形象、生动、直观、形象的图文讲解将读者带入建筑三维钢筋世界在学习中体验乐趣,在乐趣中收获知识。高校学生通过本书的学习可快速掌握结构识图能力。行内人士使用本书可加深图纸理解。教师采用该书可方便教学减少工作量。本书在编写过程中,虽然反复推敲论证但难免有不妥疏漏之处,恳请广大读者指正并提出意见我们将进一步改进。作者邮箱329946810@qq.com在此特别感谢广东工业大学郭仁俊教授对本书的编写一共宝贵的意见!傅华夏2015年5月4日目录-1-第一章:钢筋锚固长度及其相关规范1.1受拉钢筋基本锚固长度Lab,LabE受拉钢筋锚固长度修正系数·····························1.2混凝土结构的环境类别混凝土保护层的最小厚度(mm)纵向受力钢筋搭接区箍筋构造·····························1.3纵向钢筋弯钩与机械锚固形式纵向受拉钢筋綁扎搭接长度LL、LLE··························1.4封闭箍筋及拉筋弯钩构造梁并筋等效直径、最小净距梁柱纵筋间距要求螺旋箍筋构造·································1.5封闭箍筋及拉筋弯钩构造基础梁箍筋复合方式非接触纵向钢筋搭接构造·····························································第二章:柱平法标准构造详图及三维示意图2.1·······························2.2抗震KZ纵向钢筋连接构造······························2.3地下室抗震KZ的纵向钢筋连接构造、地下室抗震KZ的箍筋加密区范围··························2.4抗震框架柱和角柱柱顶纵向钢筋构造·························2.5抗震KZ中柱顶纵向钢筋构造······························2.6抗震KZ柱变截面位置纵向钢筋构造···························2.7抗震KZ、QZ、LZ箍筋加密区范围抗震QZ、LZ纵向钢筋构造······························2.8抗震框架柱和小墙肢箍筋加密区高度选用表·······················2.9非抗震KZ纵向钢筋连接构造·····························2.10非抗震KZ边柱和角柱柱顶纵向钢筋构造························2.11非抗震KZ中柱顶纵向钢筋构造····························2.12非抗震KZ柱变截面位置纵向钢筋构造·························2.13非抗震KZ箍筋构造非抗震QZ、LZ纵向钢筋构造······························第三章:剪力墙平法标准构造详图及三维示意图3.1剪力墙身水平钢筋构造································27································313.3剪力墙身竖向钢筋构造································323.4约束边缘构件YBZ构造································353.5剪力墙水平钢筋计入约束边缘构件体积配箍率构造做法··················373.6构造边缘构件GBZ、扶壁柱FBZ、非边缘暗柱AZ构造剪力墙边缘构件纵向钢筋连接构造剪力墙约束边缘构件纵筋构造···························383.8剪力墙LL/ALBKL配筋构造······························393.9剪力墙BKL或AL与LL重叠时配筋构造··························403.10连梁交叉斜筋配筋LL(JX)连梁集中对角斜筋配筋LL(DX)连梁对角暗撑配筋LL(JC)构造····························423.11地下室外墙DWQ钢筋构造·······························433.12剪力墙洞口补强构造································45第四章:梁平法标准构造详图及三维示意图···························474.2抗震屋面框架梁WKL纵向钢筋构造···························484.3非抗震楼层框架梁KL纵向钢筋构造·························494.4非抗震屋面框架梁WKL纵向钢筋构造·························504.5框架梁水平、竖向加腋构造·····························51ζa1.6芯柱XZ配筋构造矩形箍筋复合方式柱插筋在基础中的锚固3.2墙插筋在基础中的锚固4.1抗震楼层框架梁WKL纵向钢筋构造-2-4.6KL、WKL中间支座纵向钢筋构造····························534.7抗震框架梁KL、WKL箍筋加密区构造抗震框架梁KL、WKL箍筋加密区构造···························544.8梁与方柱斜交或与圆柱相交时箍筋起始位置·····················554.9非框架梁L配筋构造主次梁斜交箍筋构造································564.10不伸入支座的梁下部纵向钢筋断点位置附加箍筋范围、附加吊筋构造梁侧面纵向构造筋和拉筋···························574.11非框架梁L中间支座纵向钢筋构造水平折梁、竖向折梁钢筋构造··························584.12纯悬挑梁XL及各类梁的悬挑端配筋构造························594.13KZZ/KZL配筋构造································514.14井字梁JZL配筋构造·································65第五章:板平法标准构造详图及三维示意图5.1有梁楼盖楼(屋)面板配筋构造····························675.2有梁楼盖不等跨板上部贯通纵筋连接构造······················695.3单(双)向板配筋示意纵向钢筋非接触搭接构造······························705.4悬挑板XB钢筋构造·································715.5无支撑板端部封边构造折板配筋构造···································725.6无梁楼盖柱上板带ZSB与跨中板带KZB纵向钢筋构造···················735.7板带端支座纵向钢筋构造板带悬挑端纵向钢筋构造······························745.8柱上板带暗梁钢筋构造·······························755.9板后浇带HJD钢筋构造墙后浇带HJD钢筋构造梁后浇带HJD钢筋构造································765.10板加腋JY构造局部升降板SJB构造(一)·························775.11板加腋JY构造局部升降板SJB构造(二)·························785.12板开洞BD与洞边加强钢筋构造一(洞边无集中荷载)···················795.13板开洞BD与洞边加强钢筋构造二(洞边无集中荷载)···················805.14悬挑板阳角放射筋Ces构造·····························815.15板内纵筋加强带JQD构造板翻边FB构造悬挑板阴角构造··································825.16柱帽ZMa、ZMb,ZMc、ZMab构造···························835.17抗冲切箍筋Rh构造抗冲切弯起筋Rb构造································84第六章:楼梯平法识图规则与标准构造详图及三维示意图6.1AT型楼梯平面注写方式与适用条件··························866.2AT型楼梯板配筋构造································886.3BT型楼梯平面注写方式与适用条件··························896.4BT型楼梯板配筋构造································916.5CT型楼梯平面注写方式与适用条件··························926.6CT型楼梯板配筋构造································946.7DT型楼梯平面注写方式与适用条件··························956.8DT型楼梯板配筋构造································976.9ET型楼梯平面注写方式与适用条件··························986.10ET型楼梯板配筋构造·······························996.11FT型楼梯平面注写方式与适用条件·························1006.12FT型楼梯板配筋构造(A-A)····························1016.13FT型楼梯板配筋构造(B-B)·····························1026.14GT型楼梯平面注写方式与适用条件·························1036.15GT型楼梯板配筋构造(A-A)·····························1046.16GT型楼梯板配筋抅造(B-B)·····························1056.17HT型楼梯平面注写方式与适用条件·························1066.18HT型楼梯板配筋构造(A-A)·····························1076.19HT型楼梯板配筋构造(B-B)·············
本文标题:16G101-01三维第一二章柱识图
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