配筋墙片单元平面组合墙体的抗震性能试验研究
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摘要
摘 要
免拆模保温承重墙体系是一种新型的保温节能建筑结构体系。本文通过对 4
个高宽比为 1.2 和 2 个高宽比为 0.6 的试件在低周反复荷载作用下的试验研究和
理论分析，并结合已有研究成果，对配筋墙片单元平面组合墙体在采用不同连接
形式和具有不同高宽比时的承载力、刚度及衰减过程、变形性能、耗能能力、破
坏特征等方面进行了研究。试验分析表明，采用暗柱连接和素混凝土缝槽连接的
方式是可靠的，连接后的墙体能够良好的工作；高宽比的改变对试件的抗震性能
影响较大：当高宽比大时，高宽比的变化使试件变形能力明显减小，高宽比小时，
高宽比的变化对墙体承载力影响明显。最后，提出了对此类墙体设计计算的建议
公式，经计算值与实测值的比较，符合较好。
The structural system of concrete bearing wall combined with insulating forms as
heat-proof layers is a new type energy saving structural system of the bearing wall. In
this thesis, the experimental investigation and theoretical analysis of the four
specimens of aspect ratio for 1.2 and the two specimens of aspect ratio for 0.6 under
the cyclic loading, combined with anciently production, are carried out to study on
load carrying capacity, stiffness, deformation ability, energy consuming capacity and
failure characters of walls with different type of attachment and aspect ratio. It is
shown that it is reliable to adopt the connective mode of the embedded column or the
slit plain concrete . Transformation of aspect ratio has major affect on seismic
behavior of specimens. When aspect ratio is large ,decrease of deformation ability of
specimens is obviours with shift of aspect ratio .When aspect ratio is low ,increase of
load carrying capacity of specimens is obviours with aspect ratio. Based on the test
results and analytical research, some formulas are proposed for estimating the bearing
capacity and the calculation results agree well with the measured.
免拆模保温承重墙体系是一种新型的保温节能建筑结构体系。本文通过对 4
个高宽比为 1.2 和 2 个高宽比为 0.6 的试件在低周反复荷载作用下的试验研究和
理论分析，并结合已有研究成果，对配筋墙片单元平面组合墙体在采用不同连接
形式和具有不同高宽比时的承载力、刚度及衰减过程、变形性能、耗能能力、破
坏特征等方面进行了研究。试验分析表明，采用暗柱连接和素混凝土缝槽连接的
方式是可靠的，连接后的墙体能够良好的工作；高宽比的改变对试件的抗震性能
影响较大：当高宽比大时，高宽比的变化使试件变形能力明显减小，高宽比小时，
高宽比的变化对墙体承载力影响明显。最后，提出了对此类墙体设计计算的建议
公式，经计算值与实测值的比较，符合较好。
The structural system of concrete bearing wall combined with insulating forms as
heat-proof layers is a new type energy saving structural system of the bearing wall. In
this thesis, the experimental investigation and theoretical analysis of the four
specimens of aspect ratio for 1.2 and the two specimens of aspect ratio for 0.6 under
the cyclic loading, combined with anciently production, are carried out to study on
load carrying capacity, stiffness, deformation ability, energy consuming capacity and
failure characters of walls with different type of attachment and aspect ratio. It is
shown that it is reliable to adopt the connective mode of the embedded column or the
slit plain concrete . Transformation of aspect ratio has major affect on seismic
behavior of specimens. When aspect ratio is large ,decrease of deformation ability of
specimens is obviours with shift of aspect ratio .When aspect ratio is low ,increase of
load carrying capacity of specimens is obviours with aspect ratio. Based on the test
results and analytical research, some formulas are proposed for estimating the bearing
capacity and the calculation results agree well with the measured.
引文
1 Chitty L.On the Cantiliver Composed of a Series of Parallel Beams Interconnected
by Cross-bar.Phil Mag.1947
2 Rosman R.Approximate Analysis of Shear Walls Subjected to Lateral Loads.ACI
Journal.1964.61(6)
3 Coull A.AndPuri R.D.Analysis of Coupled Shear Walls of Variable Thickness.Building
Science.V.2.1967
4 A.E.Cardenas and D.D.Magura.Strength of high-rise Shear walls-Rectangular Cross
Sections,Response of Multistory Concrete Structures to lateral forces.
Publication SP-36 ACI.detroit
5 Cliick J.Elasto-plastic Analysis of Coupled Shear Walls.Journal of the Structural
Division.1973
6 Pekau C.A.Elasto-plastic Analysis of Shear Walls.Engineering Structure.V.3.1981
7 武藤清著.滕家禄等译.结构物动力设计.中国建筑工业出版社.1984.87-92
9 Paulay T.Coupling Beams of einforced Concrete Shear Walls.Journal of Structural
Division,ASCE,Vol.97.No.ST3,March 1971:834-862
10 Sozen M.A.Behavior of Ten-Story RC Walls Sujected to Earthqiake Motions.Civil
Eng.Studies,University of Illinois,Oct.1976
11 夏晓东.钢筋砼有边框带缝槽剪力墙抗震性能的实验研究和延性设计.东南大学硕士论文.
1989:6~91
12 叶列平,康胜，曾勇.双功能带缝剪力墙的弹性受力性能分析.清华大学学报.1999.39(12)
13 康胜，曾勇，叶列平．双功能带缝剪力墙的刚度和承载力研究．工程力学．2001.18
（2）:27-34
14 蒋欢军, 吕西林. 新型耗能剪力墙模型低周反复荷载试验研究. 世界地震工程.
2000.16(3):63~67
15 蒋欢军，吕西林.沿竖向耗能剪力墙的低周反复荷载试验研究.工程力学.1997 年增
刊.649-654
16 李爱群，丁大钧等.带摩阻控制装置钢筋混凝土低剪力墙试验研究.工程力学（增
刊）.1994:546-550
17 张晓光.钢板外包砼剪力墙板抗剪滞回性能研究.同济大学硕士学位论文.1994
18 曹万林等.带暗支撑抗震墙研究.世界地震工程.1998.14（4）.76-80
- 62 -
参考文献
19 董宏英．带暗支撑双肢剪力墙抗震性能试验及设计理论研究．北京工业大学博士学位论
文．2002
20 唐兴荣. 钢纤维钢筋混凝土低剪力墙抗剪强度和抗震性能的试验研究 .东南大学硕士论
文 1989:3-99
21 张高峰．免拆模保温混凝土承重墙体系墙片单元的抗震性能试验研究．北京工业大学硕
士学位论文．2003.5
22 戴航，陈贵，丁大钧，陆勤.一种新型延性低剪力墙的试验研究.建筑结构.1994.10:3~8
23 史建生.钢筋混凝土低矮剪力墙的试验.东南大学硕士论文. 1989:3~67
24 包世华，方鄂华.高层建筑结构设计.清华大学出版社.1985
25 丁大钧.现代混凝土结构学.中国建筑工业出版社.2000:646-700
26 高层建筑结构设计.中国建筑科学研究院建筑结构研究所主编.科学出版社.1982
27 朱伯龙等.结构抗震试验.北京:地震出版社. 1989
28 沈聚敏，王传志，江见鲸. 钢筋混凝土有限元与板壳极限分析. 清华大学出版社.1993.11
29 孙金犀，关启勳．钢筋混凝土有边框剪力墙抗剪强度与变形性能．北京市建
筑设计院．1985
30 张双记，丁大均．钢筋混凝土剪力墙抗震性能试验研究．江苏建筑．1992（3）：9-12
31 陶鹤进.钢筋粉煤灰陶粒砼剪力墙受力性能的试验研究.建筑结构学报。1994，15（4）20-30
32 郭子雄.钢筋砼低矮抗震墙受剪承载力实用计算.工程力学增刊.1996:135-138
33 高小旺等．带边框开竖缝钢筋混凝土低矮墙的试验研究．建筑科学.1995（4）
34 吕文．钢筋混凝土剪力墙的延性研究．清华大学硕士学位论文．1998
35 Sheu,Maw-Shyong, Lo.Pi-Ta Comparison of slitted and non-slitted R.C. shear walls with
boundary elements under horizontal forces. Seismic Engineering: Research and Practice May
1-5 .1989
36 Liu,Xilin,Wu,Xiaohan. Study on a new shear wall system with shaking table test and finite
element analysis. Earthquake Engineering and Structural Dynamics 29 10 Oct 2000
37 Kwan.A.K.H,Cheung.Y.K. Large scale model tests of reinforced concrete slit shear walls.
International Journal of Structures .14 .2 Jul-Dec 1994
38 R.Park，T.Paulay．Reinforced Concrete Structures [M] ．New York ：John Wiley &Sons
Ins．1982.236-296
39 Kumarapillai K.N.and Coull A.Elasto-plastic Analysis of Coupled Shear Walls.Journal of the
Structural Division.ASCE.1972
- 63 -
北京工业大学工学硕士学位论文
40 A.K.H.Kwan,X.L.Lu and Y.K.Cheung.Elastic Analysis of Slitted Shear Walls.International
Journal of Structurures.1993.13:75-92
41 Felix Barda,John M.Hanson and W.Gene Corley.Shear Strength of Low-RiseWalls with
Boundary Elements,Reinforced Concrete Structures in Seismic Zones.Publication SP-53
ACI,Detroit
42 C.M.Allen,L.G..Jaeger,V.C.Fenton.Ductility in reinforced concrete shear walls,response of
multistory concrete structures to lateral forces.Publication SP-36 ACI,Detroit
43 Cardenas AE, Russell HG, Corley WG. Strength of low-rise structural walls.
ACI Committee 442, Publication (SP-63)1980;221–42
44 Lefas ID, Kotsovos MD, Ambraseys NN. Behaviour of reinforced concrete structural walls:
strength, deformation, characteristics, and failure mechanism. ACI Structural Journal
1990;X7(1):23–31
45 莫磊.新型保温节能复合墙体研究.河北工业大学硕士学位论文.2003
by Cross-bar.Phil Mag.1947
2 Rosman R.Approximate Analysis of Shear Walls Subjected to Lateral Loads.ACI
Journal.1964.61(6)
3 Coull A.AndPuri R.D.Analysis of Coupled Shear Walls of Variable Thickness.Building
Science.V.2.1967
4 A.E.Cardenas and D.D.Magura.Strength of high-rise Shear walls-Rectangular Cross
Sections,Response of Multistory Concrete Structures to lateral forces.
Publication SP-36 ACI.detroit
5 Cliick J.Elasto-plastic Analysis of Coupled Shear Walls.Journal of the Structural
Division.1973
6 Pekau C.A.Elasto-plastic Analysis of Shear Walls.Engineering Structure.V.3.1981
7 武藤清著.滕家禄等译.结构物动力设计.中国建筑工业出版社.1984.87-92
9 Paulay T.Coupling Beams of einforced Concrete Shear Walls.Journal of Structural
Division,ASCE,Vol.97.No.ST3,March 1971:834-862
10 Sozen M.A.Behavior of Ten-Story RC Walls Sujected to Earthqiake Motions.Civil
Eng.Studies,University of Illinois,Oct.1976
11 夏晓东.钢筋砼有边框带缝槽剪力墙抗震性能的实验研究和延性设计.东南大学硕士论文.
1989:6~91
12 叶列平,康胜，曾勇.双功能带缝剪力墙的弹性受力性能分析.清华大学学报.1999.39(12)
13 康胜，曾勇，叶列平．双功能带缝剪力墙的刚度和承载力研究．工程力学．2001.18
（2）:27-34
14 蒋欢军, 吕西林. 新型耗能剪力墙模型低周反复荷载试验研究. 世界地震工程.
2000.16(3):63~67
15 蒋欢军，吕西林.沿竖向耗能剪力墙的低周反复荷载试验研究.工程力学.1997 年增
刊.649-654
16 李爱群，丁大钧等.带摩阻控制装置钢筋混凝土低剪力墙试验研究.工程力学（增
刊）.1994:546-550
17 张晓光.钢板外包砼剪力墙板抗剪滞回性能研究.同济大学硕士学位论文.1994
18 曹万林等.带暗支撑抗震墙研究.世界地震工程.1998.14（4）.76-80
- 62 -
参考文献
19 董宏英．带暗支撑双肢剪力墙抗震性能试验及设计理论研究．北京工业大学博士学位论
文．2002
20 唐兴荣. 钢纤维钢筋混凝土低剪力墙抗剪强度和抗震性能的试验研究 .东南大学硕士论
文 1989:3-99
21 张高峰．免拆模保温混凝土承重墙体系墙片单元的抗震性能试验研究．北京工业大学硕
士学位论文．2003.5
22 戴航，陈贵，丁大钧，陆勤.一种新型延性低剪力墙的试验研究.建筑结构.1994.10:3~8
23 史建生.钢筋混凝土低矮剪力墙的试验.东南大学硕士论文. 1989:3~67
24 包世华，方鄂华.高层建筑结构设计.清华大学出版社.1985
25 丁大钧.现代混凝土结构学.中国建筑工业出版社.2000:646-700
26 高层建筑结构设计.中国建筑科学研究院建筑结构研究所主编.科学出版社.1982
27 朱伯龙等.结构抗震试验.北京:地震出版社. 1989
28 沈聚敏，王传志，江见鲸. 钢筋混凝土有限元与板壳极限分析. 清华大学出版社.1993.11
29 孙金犀，关启勳．钢筋混凝土有边框剪力墙抗剪强度与变形性能．北京市建
筑设计院．1985
30 张双记，丁大均．钢筋混凝土剪力墙抗震性能试验研究．江苏建筑．1992（3）：9-12
31 陶鹤进.钢筋粉煤灰陶粒砼剪力墙受力性能的试验研究.建筑结构学报。1994，15（4）20-30
32 郭子雄.钢筋砼低矮抗震墙受剪承载力实用计算.工程力学增刊.1996:135-138
33 高小旺等．带边框开竖缝钢筋混凝土低矮墙的试验研究．建筑科学.1995（4）
34 吕文．钢筋混凝土剪力墙的延性研究．清华大学硕士学位论文．1998
35 Sheu,Maw-Shyong, Lo.Pi-Ta Comparison of slitted and non-slitted R.C. shear walls with
boundary elements under horizontal forces. Seismic Engineering: Research and Practice May
1-5 .1989
36 Liu,Xilin,Wu,Xiaohan. Study on a new shear wall system with shaking table test and finite
element analysis. Earthquake Engineering and Structural Dynamics 29 10 Oct 2000
37 Kwan.A.K.H,Cheung.Y.K. Large scale model tests of reinforced concrete slit shear walls.
International Journal of Structures .14 .2 Jul-Dec 1994
38 R.Park，T.Paulay．Reinforced Concrete Structures [M] ．New York ：John Wiley &Sons
Ins．1982.236-296
39 Kumarapillai K.N.and Coull A.Elasto-plastic Analysis of Coupled Shear Walls.Journal of the
Structural Division.ASCE.1972
- 63 -
北京工业大学工学硕士学位论文
40 A.K.H.Kwan,X.L.Lu and Y.K.Cheung.Elastic Analysis of Slitted Shear Walls.International
Journal of Structurures.1993.13:75-92
41 Felix Barda,John M.Hanson and W.Gene Corley.Shear Strength of Low-RiseWalls with
Boundary Elements,Reinforced Concrete Structures in Seismic Zones.Publication SP-53
ACI,Detroit
42 C.M.Allen,L.G..Jaeger,V.C.Fenton.Ductility in reinforced concrete shear walls,response of
multistory concrete structures to lateral forces.Publication SP-36 ACI,Detroit
43 Cardenas AE, Russell HG, Corley WG. Strength of low-rise structural walls.
ACI Committee 442, Publication (SP-63)1980;221–42
44 Lefas ID, Kotsovos MD, Ambraseys NN. Behaviour of reinforced concrete structural walls:
strength, deformation, characteristics, and failure mechanism. ACI Structural Journal
1990;X7(1):23–31
45 莫磊.新型保温节能复合墙体研究.河北工业大学硕士学位论文.2003