DB34/T 3958-2021 装配式钢-混叠合柱框架结构技术规程

安徽省地方标准

J15877-2021DB34/T3958-2021

装配式钢—混叠合柱框架结构技术规程

Technicalspecificationforprefabricatedsteeltube-

reinforcedconcretecolumnframestructures

2021-06-08发布2021-12-08实施

安徽省市场监督管理局发布

安徽省地方标准

装配式钢—混叠合柱框架结构技术规程

Technicalspecificationforprefabricatedsteeltube-

reinforcedconcretecolumnframestructures

DB34/T3958-2021

主编部门：安徽省住房和城乡建设厅

批准部门：安徽省市场监督管理局

施行日期：2021年12月08日

2021合肥

安徽省地方标准

装配式钢—混叠合柱框架结构技术规程

Technicalspecificationforprefabricatedsteeltube-

reinforcedconcretecolumnframestructures

DB34/T3958-2021

*

安徽省工程建设标准设计办公室组织出版发行

（合肥市紫云路996号安徽省城乡规划建设大厦，

邮编：230091）

*

开本：850×1168毫米1/32印张：2.75字数：71千字

2021年8月第一版2021年9月第一次印刷印数：1-1000册

安徽省市场监督管理局

公告

第8号

安徽省市场监督管理局

关于批准发布“企业登记智能审批服务规范”

等80项地方标准的公告

安徽省市场监督管理局依法批准“企业登记智能审批服务规

范”等80项安徽省地方标准，现予以公布。

安徽省市场监督管理局

2021年6月15日

3

安徽省地方标准清单

序地方标准代替

标准名称批准日期实施日期

号编号标准号

DB34/T现浇混凝土内置保温墙

12021-06-082021-12-08

3942-2021体技术规程

DB34/T养老服务设施规划建设DB34/T

22021-06-082021-12-08

3943-2021标准5044-2016

DB34/T

3静力触探应用技术规程2021-06-082021-12-08

3944-2021

DB34/T地铁盾构衬砌管片预制、

42021-06-082021-12-08

3945-2021施工及验收技术规程

DB34/T钢板桩基坑支护技术

52021-06-082021-12-08

3946-2021规程

DB34/T预拌混凝土绿色生产及

62021-06-082021-12-08

3947-2021管理技术规程

DB34/T城市智慧杆综合系统技

72021-06-082021-12-08

3948-2021术标准

DB34/T空气源热泵供暖空调工

82021-06-082021-12-08

3949-2021程技术规程

DB34/T建筑幕墙工程施工质量

92021-06-082021-12-08

3950-2021验收规程

DB34/T地铁基坑地下连续墙施

102021-06-082021-12-08

3951-2021工技术规程

DB34/T预制混凝土夹心保温外

112021-06-082021-12-08

3952-2021挂墙板技术规程

DB34/T装配式钢结构建筑预制

122021-06-082021-12-08

3953-2021墙板应用技术规程

DB34/T园林绿化工程施工质量

132021-06-082021-12-08

3954-2021验收标准

5

续上表

序地方标准代替

标准名称批准日期实施日期

号编号标准号

DB34/T园林绿化植物种植技术

142021-06-082021-12-08

3955-2021规程

DB34/T城市道路杆件综合设置

152021-06-082021-12-08

3956-2021技术标准

DB34/T建筑墙式金属阻尼器减

162021-06-082021-12-08

3957-2021震技术规程

DB34/T装配式钢-混叠合柱框

172021-06-082021-12-08

3958-2021架结构技术规程

DB34/T物业服务第三方评价技

182021-06-082021-12-08

3959-2021术标准

DB34/T公共建筑供暖空调系统

192021-06-082021-12-08

3960-2021能效提升技术标准

DB34/T医疗建筑智能化系统技DB34/T

202021-06-082021-12-08

1923-2021术标准1923-2013

DB34/T金融建筑智能化系统技DB34/T

212021-06-082021-12-08

1470-2021术标准1470-2011

DB34/T住宅区智能化系统工程DB34/T

222021-06-082021-12-08

579-2021设计、验收标准579-2005

6

前言

根据安徽省市场监督管理局《安徽省市场监督管理局关于下达

2018年第三批安徽省地方标准制修订计划的函》（皖市监函〔2019〕

10号）的要求，编制本规程。规程编制组经广泛的调查研究，认

真总结实践经验，参考国内外有关标准，并在广泛征求意见的基础

上，编制了本规程。

本规程共分9章，主要内容有：1.总则；2.术语和符号；3.基

本规定；4.材料；5.结构设计；6.节点与连接；7.生产与运输；8.安

装；9.验收。

本规程由安徽省住房和城乡建设厅负责管理，委托合肥工业大

学负责对条文和具体技术内容的解释。在执行过程中如有意见或建

议，请将相关意见和有关资料反馈给合肥工业大学（安徽省合肥市

屯溪路193号，邮编230009，E-mail：connection2003@126.com）。

主编单位：合肥工业大学

参编单位：安徽省住宅产业化促进中心

华汇工程设计集团股份有限公司

合肥工业大学设计院（集团）有限公司

安徽省建筑科学研究设计院

安徽省城建设计研究总院股份有限公司

安徽富煌钢结构股份有限公司

中铁四局集团钢结构建筑有限公司

安徽苏亚建设安装有限公司

安徽金阳金属结构工程有限公司

合肥工大建设监理有限责任公司

国网安徽省电力公司经济技术研究院

华汇建设集团有限公司

安徽承宇装配式建筑有限公司

7

主要编写人员：王静峰郭磊钱礼平刘继朝肖景平

王珺曹靖曹晗曹爱群张勇

吴德雨沈万玉张慧洁章阳田井锋

刘用黄慎江王成刚周方均何利

徐积雨王锋刘亮赵鹏万祥

徐正丁仕洪田朋飞王红松朱朝军

李贝贝李国强胡志涵沈奇罕胡子明

主要审查人员：罗永峰胡泓一闫锋张晓阳杨皓东

李强童敏

8

目次

1总则·································································································1

2术语和符号·························································································2

2.1术语·····································································································2

2.2符号·····································································································2

3基本规定·····························································································8

4材料·······························································································10

4.1钢材···································································································10

4.2混凝土···································································································10

4.3钢筋···································································································10

4.4连接材料·······························································································11

5结构设计···························································································11

5.1一般规定·······························································································13

5.2作用与作用组合···················································································13

5.3结构计算·······························································································14

5.4叠合柱设计···························································································15

5.5梁设计···································································································19

6节点与连接·······················································································20

6.1一般规定·······························································································20

6.2柱与柱连接节点设计···········································································20

6.3梁柱连接节点设计···············································································21

6.4柱脚节点设计·······················································································25

7生产与运输·······················································································26

7.1一般规定·······························································································26

7.2制作准备·······························································································27

7.3构件制作·······························································································28

7.4构件检验·······························································································30

7.5运输与堆放···························································································31

9

8安装·······························································································33

8.1一般规定·······························································································33

8.2安装准备·······························································································34

8.3安装···································································································35

9验收·······························································································37

9.1一般规定·······························································································37

9.2主控项目·······························································································38

9.3一般项目·······························································································39

附录A栓焊和全螺栓连接连接节点设计········································41

附录B单边螺栓端板连接节点设计··················································43

本规程用词说明·····················································································55

引用标准名录·························································································56

条文说明·································································································58

10

Contents

1GeneralProvisions···············································································1

2TermsandSymbols·············································································2

2.1Terms·······································································································2

2.2Symbols···································································································2

3BasicRequirements·············································································8

4Material······························································································10

4.1Steel·······································································································10

4.2Concrete·································································································10

4.3Reinforcement·······················································································10

4.4ConnectionsMaterial·············································································11

5StructuralDesign···············································································13

5.1GeneralRequirements···········································································13

5.2ActionandActionEffect·······································································13

5.3StructuralDesign···················································································14

5.4PrefabricatedSteelTube–ReinforcedConcreteColumnDesign········15

5.5PrefabricatedFrameBeamDesign························································19

6JointsandConnections······································································20

6.1GeneralRequirements···········································································20

6.2DesignofColumntoColumnJoints·····················································20

6.3DesignofBeamtoColumnJoints·························································21

6.4DesignofColimnBaseJoints·······························································25

7ManufacturingandTransportation····················································26

7.1GeneralRequirements···········································································26

7.2ProductionPreparation··········································································27

7.3Manufacturing·······················································································28

7.4Inspeation·······························································································30

7.5TransportationandStorage····································································31

11

8Erection······························································································33

8.1Generalrequirements·············································································33

8.2ErectionPreparation··············································································34

8.3Erection··································································································35

9QualityAcceptance············································································37

9.1Generalrequirements·············································································37

9.2DominantItems·····················································································38

9.3GeneralItems·························································································39

AppendixABolt-weldingandBoltedJointsDesign····························41

AppendixBBlindBoltedEndPlateConnectionDesign·····················43

ExplanationofWorkinginthisSpecification··········································55

ListofQuotedStandards·········································································56

ExplanationofProvisions········································································58

12

1总则

1.0.1为在工业和民用建筑中合理应用装配式钢-混叠合柱框

架结构，做到安全可靠、技术先进、经济合理、方便施工，制定

本规程。

1.0.2本规程适用于抗震设防烈度为6～8度的工业与民用建筑

采用装配式钢-混叠合柱框架结构的设计、制作安装、验收和维

护。

1.0.3装配式钢-混叠合柱框架结构技术规程的设计、制作、施

工和验收，除应符合本规程规定外，尚应符合国家现行有关标准

的规定。

1

2术语和符号

2.1术语

2.1.1钢管混凝土叠合柱steeltube-reinforcedconcretecolumn

由中部钢管混凝土柱和钢管外钢筋混凝土叠合而成，并在工

厂预制化生产的柱，简称叠合柱。

2.1.2部分包覆钢-混凝土组合梁partially-encasedsteel-concrete

compositebeam

在开口截面钢梁外周轮廓间包覆混凝土，通过抗剪连接件或

其它可靠措施保证钢与混凝土共同工作，并在工厂预制化生产的

组合梁，简称PEC组合梁。

2.1.3装配式钢-混叠合柱框架结构prefabricatedsteeltube–

reinforcedconcretecolumnframestructure

叠合柱与框架梁（即预制钢筋混凝土梁、钢梁、PEC组合梁）

组成的装配式框架结构，简称装配式叠合柱框架结构。

2.1.4含管率steeltubearearatio

叠合柱的钢管面积与柱全截面面积的比值。

2.1.5套箍指标confinementcoefficient

构件截面中钢管面积、钢材抗拉（抗压）强度设计值乘积与

混凝土面积、混凝土轴心抗压强度设计值乘积之比。

2.2符号

2.2.1作用效应和抗力

M——正弯矩设计值；

Mbua——钢梁或部分包覆钢-混凝土组合梁设计受弯承载力；

ΣMc——节点上下柱端截面顺时针或反时针方向组合的弯矩

设计值之和；

2

Mf——翼缘承担的弯矩；

Ms——全螺栓拼接节点的承载力；

Mu——截面受弯承载力设计值；

Mw——腹板承担的弯矩；

My——梁端弯矩；

N——叠合柱的轴力设计值；

No——钢管混凝土短柱轴心受压承载力设计值；

b

Nv——单个摩擦型高强螺栓承载力设计值；

Ny——全螺栓拼接处梁上翼缘平行于梁轴线的力；

P——高强螺栓设计预拉力；

Py——梁端剪力；

S——地震作用效应与其他荷载效应的基本组合；

SEK——罕遇地震作用标准值的效应；

SEhk——水平地震作用标准值的效应；

SEvk——竖向地震作用标准值的效应；

SGE——重力荷载代表值的效应；

Swk——风荷载标准值的效应；

V——剪力设计值；

V1——单个腹板螺栓的剪力；

Δue——风荷载或多遇地震标准值产生的楼层内最大弹性层

间水平位移；

Δup——弹塑性层间位移；

θ——节点的转角；

[θe]——弹性层间位移角限值；

[θp]——弹塑性层间位移角限值。

2.2.2材料力学性能

E——弹性模量；

Ea——钢材的弹性模量；

Eco——钢管外混凝土弹性模量；

Eci——钢管内混凝土弹性模量；

3

Es——钢筋弹性模量；

Fbo，m——下部第m排螺栓的内力；

Fcon——混凝土楼板与柱翼缘接触面的局部抗压承载力；

Fcp——连接的抗压承载力；

Fcbf——钢梁上翼缘所承受的压力；

Fstp——钢筋抗拉承载力；

Ftp,i——第i排螺栓的抗拉承载力；

fa——钢梁抗拉、抗压强度设计值；

fbwy——钢梁腹板的屈服强度；

f’bwy——考虑剪力影响的钢梁腹板屈服强度；

fbfy——钢梁翼缘的屈服强度；

fck——混凝土轴心抗压强度标准值；

fco——管外混凝土轴心抗压强度设计值；

fcsy——钢管壁的屈服强度；

fcw——钢梁腹部混凝土抗压强度设计值；

b

fc——螺栓承压强度设计值；

ft——混凝土轴心抗拉强度设计值；

b

fv——螺栓抗剪强度设计值；

fy、f’y——钢筋抗拉、抗压强度设计值；

fyv——箍筋或拉筋抗拉强度设计值；

G——剪切变形模量；

Ga——钢管的剪切变形模量；

Gco——钢管外混凝土剪切变形模量；

Gci——钢管内混凝土剪切变形模量；

Vbw——作用在连接上的剪力；

βc——混凝土强度影响系数；

τxy——钢梁腹板内的剪应力。

2.2.3几何参数

A——钢管全截面面积；

Aao——钢管截面面积；

4

Aci——钢管内混凝土截面面积；

Aco——钢管外混凝土截面面积；

B——全螺栓拼接连接梁反弯点到柱表面距离；

b——矩形截面叠合柱宽度；

bbf——钢梁翼缘的宽度；

be——组合梁混凝土楼板的有效宽度；

dboh——螺栓孔直径；

dc——受压区中心至钢梁下翼缘中心的距离；

dcc——钢管内径；

dcs——钢管外径；

ha——截面高度；

hb——钢梁的高度；

hbf——钢梁腹板的高度；

hbw——钢梁腹板的高度；

hc——矩形截面叠合柱宽度；

hco——混凝土截面有效高度；

hsl——混凝土楼板的厚度；

hsl,cf——混凝土楼板和钢管柱翼缘接触处的厚度；

h0——梁翼缘形心之间的距离；

I——截面惯性矩；

Ia——钢管截面惯性矩；

Ici——钢管内混凝土截面惯性矩；

Ico——钢管外混凝土截面惯性矩；

lbo,1——上部第一排螺栓至钢梁下翼缘中心的距离；

lbo,m——上部第m排螺栓中心至受压中心的距离；

lr——钢筋中心至钢梁下翼缘中心的距离；

l0——叠合柱长度；

pi——第i排螺栓与i＋1排螺栓间的距离；

p1——第1排螺栓中心至钢梁下翼缘内表面的距离；

S——全螺栓拼接中心到柱表面距离；

5

Sat、Sac——受拉区钢梁截面、受压区梁截面对组合截面塑性中

和轴的面积矩；

tbw——钢梁腹板的厚度；

tcs——钢管壁的厚度；

tf——翼缘的厚度；

Xb——柱壁两列单边螺栓孔中心水平向间距；对于圆截面

钢管，Xb表示柱壁两列单边螺栓孔中心之间的水平

向弧长；

Xcsl——混凝土楼板的受压区高度；

Xcbw——钢梁腹板实际受压高度；

x——组合截面中和轴至混凝土受压边缘的距离；

xcbf——钢梁上翼缘受压区高度；

Yb——柱壁单边螺栓孔中心的竖向距离；

zep——等效作用点至钢梁下翼缘中心的距离；

zi——第i排螺栓至钢梁下翼缘中心的距离；

zr——混凝土楼板中有效纵向受力钢筋至钢梁下翼缘中心

的距离；

ρa——叠合柱钢管含管率；

ρv——叠合柱箍筋加密区的体积配箍率；

λv——最小配箍特征值。

2.2.4计算系数及其他

α1——受压区混凝土压应力影响系数；

kcwi——第i排螺栓处柱侧壁抗拉刚度系数；

kcfi——第i排螺栓处柱翼缘壁抗拉刚度系数；

kepi——第i排螺栓处端板抗拉刚度系数；

kep——组合节点的等效抗拉刚度系数；

kr——混凝土楼板中有效纵向受力钢筋的抗拉刚度系数；

ξfa——节点位置系数；

k——截面形状系数；

m——端板形状系数；

6

γEh——水平地震作用分项系数；

γEv——竖向地震作用分项系数；

γG——重力荷载分项系数；

γw——风荷载分项系数；

ψe——地震作用的频率系数；

ψw——风荷载的组合值系数；

ηj——连接系数；

nf——传力摩擦面数；

μ——抗滑移系数。

7

3基本规定

3.0.1装配式叠合柱框架结构标准设防类房屋适用的最大高度

应符合表3.0.1的规定，且结构中设置叠合柱的高度不宜小于房

屋总高度的2/3。

表3.0.1装配式叠合柱框架结构适用的最大高度

抗震设防烈度678

最大适用高度706050

3.0.2装配式叠合柱框架结构的抗震等级应根据其抗震设防类

别、设防烈度、结构类型和房屋高度确定，并应符合《建筑抗震

设计规范》GB50011和《装配式混凝土结构技术规程》JGJ1等

国家现行标准有关框架结构的规定。装配式叠合柱框架结构标准

设防类房屋抗震等级应按表3.0.2确定。

表3.0.2装配式叠合柱框架结构房屋的抗震等级

抗震设防烈度