Source Journal of Chinese Scientific and Technical Papers
Included as T2 Level in the High-Quality Science and Technology Journals in the Field of Architectural Science
Core Journal of RCCSE
Included in the CAS Content Collection
Included in the JST China
Indexed in World Journal Clout Index (WJCI) Report

2005 Vol. 35, No. 4

Display Method:
THOUGHTS AND UNDERSTANDING OF REMODELING OF ADDING STOREYS AROUND EXISTING BUILDING
Zheng Wenzhong, Wang Ying, Liu Tie, Tan Jun
2005, 35(4): 1-5,9. doi: 10.13204/j.gyjz200504001
Abstract:
The significance and development in China and other countries of remodeling of adding storeys around existing?building are introduced briefly.Structure types, technical problems of design and construction applied to adding storeys?around existing bui...
STRUCTURE REMODELING DESIGN OF OFFICE BUILDING FOR COMMITTEE OF FAMILY PLANNING IN HARBIN
Zheng Wenzhong, Liu Tie, Wang Ying
2005, 35(4): 6-9. doi: 10.13204/j.gyjz200504002
Abstract:
Design thought and method of underpinning beam, column, foundation and relative joint construction in?remodeling office building for Committee of Family Planning in Harbin are introduced.Some problems need to be regarded in?remodeling construction ar...
REMODELING DESIGN OF SEALING AND OPENING IN FLOORS PRESTRESSED WITH UNBONDED TENDONS
Zhou Wei, Zheng Wenzhong
2005, 35(4): 10-14. doi: 10.13204/j.gyjz200504003
Abstract:
The structure of floors and roof of Harbin Zhongyang Tower is concrete beams and plates prestressed with?unbonded tendons.Compound type houses are on 21st floor and 22nd floor originally.Building owner requires that the?compound type houses be adjust...
ANALYSIS AND STRENGTHENING DESIGN OF A STRUCTURE WITH CANTILEVER
Liu Tie, Zheng Wenzhong, Wang Ying
2005, 35(4): 15-17. doi: 10.13204/j.gyjz200504004
Abstract:
In Harbin No.6 Pharmaceutical Factory, the thickness of an external transverse brick wall of a workshop building?needs to be changed from 490mm to 620mm due to functional requirement.In order to be harmonious with the adj a?cent?office?buildings orna...
ENLARGING AND REMODELING DESIGN OF XINJI EMPORIUM IN HARBIN
Hou Xiaomeng, Zheng Wenzhong
2005, 35(4): 18-20. doi: 10.13204/j.gyjz200504005
Abstract:
Xinji Emporium in Harbin is a two- storey public building with a one- storey basement.The plan view of two?over?ground floors is in a concave shape, and the size of the concave area is 81 4m @ 151 0m.The owner of the building?requires that two storey...
A DESIGN SCHEME OF STRENGTHENING LONG-SPAN RC BEAM WITH DEMOLISHING COLUMN
Yang Fulei, Xi Zhenyong, Sun Hai
2005, 35(4): 21-23. doi: 10.13204/j.gyjz200504006
Abstract:
It's a passive method to reinforce RC beam with glued steel plate and enlarging cross section while the post-stressed method is an active one.This paper introduced a reconstruction project of a long span RC beam with demolishing?column, which applied...
DESIGN OF NEW PRESTRESS UNDERPINNING TECHNOLOGY
Zhou Guangrong
2005, 35(4): 24-25,31. doi: 10.13204/j.gyjz200504007
Abstract:
An new type of prestress underpinning technology is presented.By means of screwing high strength bolts,underpinning beams are forced to bend to get prestress up?word, on the other hand, bearing columns are unloaded to zero?stress condition and sawed ...
DESIGN AND CONSTRUCTION OF SUPPORTING BEAM AND REMOVING COLUMN FOR MILL BUILDING WITH REINFORCED CONCRETE BENT FRAME
Ao Haigen
2005, 35(4): 26-27,14. doi: 10.13204/j.gyjz200504008
Abstract:
The problems of reforming a mill building with reinforeced concrete bent frame can be solved effectively by a?scheme of supporting beam and removing column, using adhesion supporting steel pole bracket as well as artificial bored?pile etc according t...
EXPLORATION ON THE DESIGN POLICY PRACTICE OF ECOLOGICAL BUILDING AND EXPLORATION OF ITS DESIGN POLICY
Zhao Xiang
2005, 35(4): 28-31. doi: 10.13204/j.gyjz200504009
Abstract:
Based on the concept of sustainable development, this article introduces the technological characters of the?ecological building abroad and indicates the confined understanding domestically.Also this paper gives the feasible means to?design such buil...
CONSIDERATION SURMOUNTING BEDDING SURFACE OF TRADITIONAL HISTORY
Shao Jianjian
2005, 35(4): 32-34,54. doi: 10.13204/j.gyjz200504010
Abstract:
The protection and reuse of the industrial heritage along the Suzhou C reek have been the focus again recently.From the point of protection and the organic renewal theory of a city, this article mainly probes into the future of the?industrial heritag...
ANALYSIS OF LATERAL RESTRICTION ON BEAM'S CARRYING CAPACITY OF FRAME STRUCTURE STRENGTHENED WITH EXTERNAL PRESTRESS TENDON
Zhang Ruiyun, Cao Shuangyin
2005, 35(4): 35-37,17. doi: 10.13204/j.gyjz200504011
Abstract:
The state of section of frame beam strengthened with external prestress tendon is analyzed and pointed out that?the effect will be reduced because of the lateral restriction.With the theory of D-value, to consider the structure as anelastomer, comput...
EXPERIMENTAL INVESTIGATION OF UNBONDED PRESTRESSED CONCRETE SIMPLY-SUPPORTED SLAB SUBJECTED TO FIRE
Yuan Aimin, Sun Baojun, Dong Yuli, Li Yanhe, Gao Litang
2005, 35(4): 38-42. doi: 10.13204/j.gyjz200504012
Abstract:
The behaviours of the unbonded prestressed concrete simply-supported slab are investigated under fire based on?the premise that the ISO time- temperature curve would achieve.From the test result, the general regularities of deformation?and the change...
ANALYSIS OF RC BEAM-COLUMN JOINTS STRENGTHENED BY ENLARGING COLUMN SECTION
Yu Qiong, Li Siming
2005, 35(4): 43-47. doi: 10.13204/j.gyjz200504013
Abstract:
The tests of three specimens of frame joint which are strengthened by enlarging column section and one?comparative specimen under low- cycle reversed load are conducted.It is analysed that the specimens in phenomenon, crack?strength, the load- bearin...
RELIABILITY ASSESSMENT FOR CONCRETE CONTINUOUS SLAB OF EXISTING INDUSTRIAL MILL BUILDING
Xia Mingjin, Huo Da
2005, 35(4): 48-49,78. doi: 10.13204/j.gyjz200504014
Abstract:
Being used for many years, the existing concrete continuous slab differs from functional design in performance?and load- appearance.This paper presents the series analytic model to calculate structural failure probability.It is that the?whole structu...
STUDY ON INTERACTION CHARACTERISTICS BETWEEN CLAY AND REINFORCEMENT
Shi Minglei, Zhang Bo
2005, 35(4): 50-54. doi: 10.13204/j.gyjz200504015
Abstract:
In geopolymer reinforced soil structure, the behavior between the soil and geopolymer is very important to inner?stabilization of reinforced soil structure, so the index between the soil and geopolymer is a crucial index .In this paper,systematic dir...
APPLICATION OF CHAOTIC NEURAL NETWORK METHOD IN THE LATERAL DISPLACEMENT PREDICATION OF DEEP EXCAVATION
Gao Huadong, Huo Da, Tao Lianjin
2005, 35(4): 55-59. doi: 10.13204/j.gyjz200504016
Abstract:
Based on chaos theory, this paper determines the values of input neural network by menas of the arithmetic that?combining the average displacement with auto?correlation function.The prediction results are induced by the feedback?network and the 'jag ...
APPLICATION OF SIMILITUDE LAW IN DYNAMIC FOUNDATION TEST
Pan Hong
2005, 35(4): 60-61,42. doi: 10.13204/j.gyjz200504017
Abstract:
How to establish a proper model on the basis of the similitude law in a dynamic foundation test is discussed.There?search shows that the dynamic response of a dynamic foundation can be well simulated by a model test.
STUDY ON BEARING CAPACITY OF FOUNDATIONS OF SATURATED GRAVELLY SOIL IN THE RESERVOIR ZONE OF THE CHANGJIANG GORGES
Kong Weixue, Zheng Yingren
2005, 35(4): 62-64. doi: 10.13204/j.gyjz200504018
Abstract:
The surface layer of the stratum in the Reservoir Zone of the Changjiang Gorges( RZCG) is loose deposits, The gravel content of gravelly soils in this region ranges from 30% to 70% .Storage of water in the RZCG is not taken into consideration when ro...
USING RECYCLED AGGREGATE TO PREPARE WATER PERMEABILITY CONCRETE
Chen Ying, Yan Handong
2005, 35(4): 65-68. doi: 10.13204/j.gyjz200504019
Abstract:
The water permeability concrete with recycled aggregate is prepared, whose variation regularity of strength and?permeability coefficient changing with aggregate- cement ratio, sand percentage and water- cement ratio is studied through?experiments.The...
STUDY ON THE DURABILITY OF THE FIBER AND HYBRID FIBER REINFORCED EXPANSIVE CONCRETE
Sun Daosheng, Deng Min, Tang Mingshu
2005, 35(4): 69-71,47. doi: 10.13204/j.gyjz200504020
Abstract:
It is studied that the permeability resistance, frost resistance, wear resistance and deformation properties of the?polypropylene fiber, polyethlene alcohol fiber and hybrid fiber reinforced expansive concrete.The study shows that fiber and?hybrid fi...
STUDY ON ARCHITECTURAL CONCRETE AND ITS APPLICATION IN TIANJIN MUSEUM
Chen Zhihua, Han Juan
2005, 35(4): 72-75. doi: 10.13204/j.gyjz200504021
Abstract:
Architectural concrete is a kind of concrete coming from a new technology, which uses the structural concrete as?the skin of the building without any other outside finishing, and thus makes the architecture and the structure be a unity.Architectural ...
MECHANICAL PERFORMANCE AND SMART PROPERTY OF MIXED FIBRE REINFORCED MORTAR
Huang Manhua, Xie Huicai, Liu Jinwei, Jian Huali
2005, 35(4): 76-78. doi: 10.13204/j.gyjz200504022
Abstract:
The mechanical performance and smart property are contrasted among ordinary mortar and carbon fibrerein?forced?mortar( CFRM) and mixed fibrerein?forced mortar(MFRM) .Based on the contrast, a conclusion that the mixture of carbon?fibre and other fibre...
PRESENT CONDITION AND OUTLOOK FOR EARTHQUAKE-RESISTANT RESEARCH ON SILOS IN OUR COUNTRY
Wang Jianping, Huang Yi
2005, 35(4): 79-81,90. doi: 10.13204/j.gyjz200504023
Abstract:
Development history and present condition of earthquake- resistant research on silos are reviewed and summarized?in the paper.In the last, the suggestions for direction of development of earthquake- resistant research on silos are also?advanced.
CALCULATION OF WIND-INDUCED VIBRATION FACTOR OF ROOF FOR TAIZHOU STADIUM
Wang Heng, Sun Bingnan, Lou Wenjuan, Shen Guohui
2005, 35(4): 82-84,94. doi: 10.13204/j.gyjz200504024
Abstract:
Aimed at the wind- induced vibration of the long-span grid roof, based on FEM and the data obtained form the?wind tunnel test, an analysis of time- history is used to calculate the wind- induced vibration factor of vertical displacement of?the roof f...
SIMPLIFIED ANALYSIS OF UNBRACED STEEL FRAME WITH SEMI- RIGID CONNECTION
Xu Weiliang, Zheng Tingyin, Sun Yukun
2005, 35(4): 85-87. doi: 10.13204/j.gyjz200504025
Abstract:
The beam element stiffness matrix of semi-rigidly connected steel frames is derived by using a rotation spring?which has variable stiffness to model bending behavior of beam- column semi-rigid connection.And by introducing a modified?beam linear stif...
ANALYSIS OF STIFFNESS OF GUSSET- TYPE JOINTS FOR SINGLE- LAYER RETICULATED SHELLS
Zhang Jingle, Zhao Jincheng, Xu Hongming
2005, 35(4): 88-90. doi: 10.13204/j.gyjz200504026
Abstract:
In the field of reticulated shells, the research of joints is always a hot spot.But such research mainly focuses on?the intensity of various types of joints, the stiffness of joints is rarely involved.This paper is to analyze how the stiffness of?an ...
CALCULATION OF AXIAL COMPRESSION CAPACITY FOR SRC COLUMNS WITH CIRCLE STEEL TUBE AND ANALYSIS OF RADIUS- THICKNESS RATIO
Du Derun, Wang Xiuxin, Li Aiqun, Chen Lihua, Yin Baocai
2005, 35(4): 91-94. doi: 10.13204/j.gyjz200504027
Abstract:
The actual ultimate strength of steel tube and core concrete is given according to steel tube yielded, with a view?of restriction of outer concrete and hoop bar on steel tube and core concrete.The calculation formula of axial compression?capacity for...
A EXPLORATION OF DESIGN OF MODERN MUTIPLE- FUNCTION HIGH- RISE BUILDING--THE EXPERIENCE OF CREATION OF THE HANKOU QUANYE TOWER
Zhang Zhen, Wang Yin
2005, 35(4): 95-96,99. doi: 10.13204/j.gyjz200504028
Abstract:
Hankou Quanye tower, being a mutiple- function high- rise building, has a close relationship with its?environment, its design is not only a process of composing the inner space and outer space but also a process of?differentiation which imposes the e...
TALK ABOUT TECHNOLOGICAL FACTORS OF MODERN ARCHITECTURE CREATION
Lin Tao
2005, 35(4): 97-99. doi: 10.13204/j.gyjz200504029
Abstract:
This text has mainly probed into the importance of the building creation in technology of the building from the?following three respects: development process of the technology of the building, forming and development of the technical?aesthetic view, ...