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1、梁（500x1100）模板（扣件式）计算书计算依据：1、《建筑施工模板安全技术规范》JGJ162-20082、《混凝土结构设计规范》GB50010-20103、《建筑结构荷载规范》GB50009-20124、《钢结构设计规范》GB50017-2003一、工程属性新浇混凝土梁名称KL14新浇混凝土梁计算跨度(m)7.8混凝土梁截面尺寸(mm×mm)500×1100新浇混凝土结构层高(m)4.25梁侧楼板厚度(mm)150二、荷载设计模板及其支架自重标准值G1k(kN/m2)面板0.1面板及小梁0.3模板面板0.5模板及其支架0.75新浇筑混凝土自重标准值G2k(kN/m3)24混凝土梁钢
2、筋自重标准值G3k(kN/m3)1.5混凝土板钢筋自重标准值G3k(kN/m3)1.1当计算支架立柱及其他支承结构构件时Q1k(kN/m2)1对水平面模板取值Q2k(kN/m2)2风荷载标准值ωk(kN/m2)基本风压ω0(kN/m2)0.3非自定义:0.22风压高度变化系数μz0.9风荷载体型系数μs0.8三、模板体系设计新浇混凝土梁支撑方式梁两侧有板，梁板立柱共用(A)梁跨度方向立柱间距la(mm)900consciousnessofmalfeasanceatcatchinggoodhonest,practicalactionintoideasandCounty,theCounty
3、disciplineInspectionCommissionofthedeploymentandrequirements,adheretotheCountyandtheCountydisciplineInspectionCommissionreportimplementationofcleantworesponsibilities.2.clearagangtwoaccountabilityresponsibilities.Earlyeachyearorganizeconferences,inchargeoftheleadership,departments,unitsofthetown
4、cleanandstudiedanti-corruptionworkdeployments,accordingtoagangdualaccountabilityrequirements,clearrolesandresponsibilitiesformembersoftheleadingbodyofthePartyCommittee,putagangtwoaccountabilitytargets,developworkplans,organizationshonestresponsibility,urgedtheteammemberstoactivelyfulfilagangdoub
5、leduty. Urgedthefirstresponsibilityofgrass-rootspartybranchsecretariestoperformduties,effortstoformateaminunison,andthelinkageoftheworkofthePartyCommittee.3.paycloseattentiontotheconstructionofacleanandhonestgovernmentregulationsimplemented.Conscientiouslyimplementtheresponsibilityofuncorrupted
6、,reallyformedbysysteminpolitics,accordingtotherules,effectivemechanismsforthemanagementofthesystem.First,buildandimprovetheconversationremindedpartymembersandcadreseducationsystem,auditingsystemofcadres,18,forthefullimplementationofresponsibilityofuncorruptedtoprovidefavorableinstitutionalsafegu
7、ards.Second,persistincombiningfocusedinspectionsandspecialinspections,payingcarefulattentiontosupervision,implementationofthespecialinspectionandthesystemofdemocraticappraisalof梁两侧立柱间距lb(mm)900步距h(mm)1800新浇混凝土楼板立柱间距l'a(mm)、l
