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2005 Vol. 22, No. 2
Published: 2005-02-15
 
1 APPLICATION OF LONG -DISTANCE CORRDINATE DESIGN IN SURVEY AND DESIGN
ZHENG Zhi-ping
This paper analyses the problems in practice of long-distance survey and design mode which is changing from "local design" to "long-distance coordinate design" based on taking the Third Railway Survey and Design Institute as an example, presents the resolutions to the problems. Some of resolutions have been adopted in survey, design and management works场the Third Railway Survey and Design Institute and got good results.
2005 Vol. 22 (2): 1-4 [Abstract] ( 2510 ) HTML (1 KB)  PDF  (371 KB)  ( 114 )
5 EXPLORATION ON DESIGN AND MAINTENANCE WAY OF SUBGRADE AND DRAINAGE FOR NEWLY BUILT STATION ON PASSENGER DEDICATED LINE
JING Li-hong
This paper analyses and researches the problems in the fields of station layout, subgrade structure, station track standard, drainage design and maintenance way base on an example of Qinhuangdao Passenger Dedicated Railway Line, explores the design scheme of station layout, subgrade structure, station track standard, drainage design and maintenance way for newly built station on high speed railway line.
2005 Vol. 22 (2): 5-7 [Abstract] ( 2574 ) HTML (1 KB)  PDF  (293 KB)  ( 107 )
8 HYDROGEOLOGY PROBLEMS RELATED TO TROUGH VALLEY, KARSTIC WATER AND FLOW IN DESHENGCHANG OF QIYUESHAN TUNNEL
DENG Yi-ming, DU Wen-shan
The project of Qiyueshan Tunnel is a controlled project for Yichang-Wanzhou Railway Line. The Deshengchang subterranean river, suited in the middle of the tunnel, causes great harm to the tunnel. This paper analyses the hydrogeology problems related to trough valley, karstic water and subterranean flow in Deshengchang of Qiyueshan Tunnel and their influences on the tunnel, proposes the prevention and consolidation measures.
2005 Vol. 22 (2): 8-11 [Abstract] ( 2511 ) HTML (1 KB)  PDF  (389 KB)  ( 169 )
12 THEORETICAL ANALYSIS AND EXPERIMENTAL RESEARCH ON STABILITY OF BEAM BODY ON RUBBER SEAT
GAO Wei
This paper presents theoretical calculation method for lateral stability of beam body on rubber seat, based on the analysis of lateral stability of concrete simple-supported beam. At the same time, the paper also presents the practical calculation method for lateral stability of beam body by adopting mathematical analysis way in order to make it easy to be applied in construction. The lab model experiment was done for testing the accuracy of the method.
2005 Vol. 22 (2): 12-15 [Abstract] ( 2525 ) HTML (1 KB)  PDF  (258 KB)  ( 211 )
16 ANALYSIS OF ADVANTAGES AND DISADVANTAGES OF PRESTRESSED CONCRETE CONTINUOUS BOX GIRDER AND STEEL-CONCRETE COMPOSITE GIRDER
YANG Jin-liang
Prestressed concrete continuous box girder and steel-concrete composite girder are more and more adopted in construction of highway and railway. They are also widely applied in construction of Beijing- Shanghai High-speed Railway Line. This paper analyses the structure, dynamic features, construction, application and economic characteristics of these two kinds of girders, for reference to survey and design of similar works.
2005 Vol. 22 (2): 16-18 [Abstract] ( 2555 ) HTML (1 KB)  PDF  (300 KB)  ( 170 )
19 THE TECHNOLOGY RESEARCH ON 2 000 t PRECAST BOX BEAM SLIPPAGE TRANSPORTATION FOR DONGHAI BRIDGE
SHEN Yang-yun, ZHENG Ji
The Donghai bridge in Shanghai deep water harbor engineering, the 2000t precast box girder for superstructure adopted slip transportation method. The attrition surface of MGB high molecule polymerization material and stainless steel board with mirror surface are adopted. In this paper, authors introduce slippage method and measures for the box beam transportation.
2005 Vol. 22 (2): 19-22 [Abstract] ( 2576 ) HTML (1 KB)  PDF  (375 KB)  ( 118 )
23 ANALYSIS OF MEASURED STRESS ON SECTION OF CURVED CONTINUOUS BRIDGE CONSTRUCTED BY JACK-IN METHOD
LI Cheng jun, ZHOU Shi-jun
As the non-elasticity of slow concrete contraction distortion is shown by reinforcement meter, the concrete stress measured by reinforcement meter pre-buried inside main girder in construction of curved continuous bridge by jack-in method. This paper presents two calculation methods with deductiong influence by slow contraction distortion and special treating the influence on calculation of measured stress by slow distortion. The methods were applied in monitoring construction of one bredge and got good results.
2005 Vol. 22 (2): 23-26 [Abstract] ( 2543 ) HTML (1 KB)  PDF  (318 KB)  ( 248 )
27 TEMPERATURE AND CRACK CONTROL TECHNOLOGY FOR LARGE -VOLUME CONCRETE IN CONSTRUCTION OF BRIDGE TRESTLE
ZHAO Guo-li
Large-volume concrete is easy to crack during construction owing to the large difference between inside and outside temperatures of it. The crack of concrete was prevented effectively by taking corresponding measures during construction of the trestle of Xuejiaba Fujiang Bridge on Suiyu Railway Line with large-volume concrete based on the measured result of inside and outside temperature of the concrete.
2005 Vol. 22 (2): 27-30 [Abstract] ( 2651 ) HTML (1 KB)  PDF  (329 KB)  ( 222 )
31 CONSTRUCTION TECHNIQUE FOR RAILWAY DOUBLE -TRACK PRECAST JOGGLE REINFORCED CONCRETE TIED ARCH BRIDGE
CAO Xiang-he
This paper gives an introduction to comparative selection of erection scheme for prestressed reinforced concrete tied arch bridge of Huokou Bridge on Xi'an-Ankang Railway Line, including members erection, girder lowing, precast members assembling and construction monitoring.
2005 Vol. 22 (2): 31-33 [Abstract] ( 2632 ) HTML (1 KB)  PDF  (235 KB)  ( 131 )
34 THEORETICAL AND EXPERIMENTAL STUDY ON THE NATURE FREQUENCY OF EXTERNALLY PRESTRESSED BEAM
ZHANG Yao-ting
A formula for calculating frequency of externally prestressed beam is derived from classical frequency equation with the influence of axial force and bending moment. In this paper, strengthening of six beams with simply supported ends by externally prestressing are experimentally investigated. The main influences and the practical feasibility about the formula discussed.
2005 Vol. 22 (2): 34-37 [Abstract] ( 2544 ) HTML (1 KB)  PDF  (290 KB)  ( 189 )
38 APPLIED ANALYSIS OF CONSTRUCTION OF UNDERGROUND ENGINEERING BY SHALLOW BURYING SUBSURFACE EXCAVATION METHOD
LIU Hui
The construction practices for recent several years have shown subsurface excavation method has great practical applicability. It is not only applied in construction of subway and station, but also applied in construction of heating distribution pipeline, electric cable, sewage treatment engineering, underground park and underpass engineering. This paper further describes the advantages of subsurface excavation method from the aspects of lowing construction cost, controlling surface settlement and water proofing for tunnel structure.
2005 Vol. 22 (2): 38-40 [Abstract] ( 2535 ) HTML (1 KB)  PDF  (349 KB)  ( 217 )
41 ANALYSIS OF THE LINING SAFETY OF WUSHAOLING TUNNEL IN F7 FAULT
FAN Heng-xiu,LI Chang-ning
This displacement of the rock wall is not convergence in a long time after excavating in F7 fault of the Wushaoling tunnel, and the time for lining executed can not meet the request of "The Code for Design of Railway Tunnel" , because the rock is weak and soft with complicated and high earth pressure. This paper indicates that the designing parameters are feasible and safe through analyzing the safety of lining by using FEM and surveying, the second lining should be carried out in time in order to control big displacement.
2005 Vol. 22 (2): 41-44 [Abstract] ( 2591 ) HTML (1 KB)  PDF  (321 KB)  ( 156 )
45 SOIL PRESSURE CONTROL FOR EPB SHIELD EXCAVATION
LIU Dong-liang
The construction by shield excavation method has the advantages of rapidness, safety and less influence on buildings above ground. How to reasonably set and control soil pressure during shield excavation with balance of soil pressure is vital to control of surface settlement. This paper analyses and explores the factors and tactics for control of soil pressure as well as choice of soil pressure.
2005 Vol. 22 (2): 45-50 [Abstract] ( 2552 ) HTML (1 KB)  PDF  (457 KB)  ( 259 )
51 RESEARCH ON TREATMENT MEASURES FOR TBM WORKING IN COLLAPSED SECTION OF SURROUNDING ROCK
YANG Zhi-guo
Based on analysis of the reasons for surrounding rock collapsing while TBM working in fracture zone of rock mass in Taohuapuhao Tunnel I and research on prevention and treatment measures for surrounding rock collapsing, this paper proposes the corresponding measures for different collapsing parts, for reference to TBM working in collapsed section of surrounding rock.
2005 Vol. 22 (2): 51-54 [Abstract] ( 2549 ) HTML (1 KB)  PDF  (408 KB)  ( 225 )
55 ANALYSIS OF CONSTRUCTION TECHNOLOGY FOR LENGLONGLING TUNNEL PASSING THROUGH SMALL COAL AND MUD-ROCK FLOW AREA
QUAN Xian-min
This paper proposes the key points for working out technical plan of construction based on analysis of construction for tunnel passing through small coal and mud-rock flow area, puts forward the method and prevention measures for construction under such geological condition.
2005 Vol. 22 (2): 55-57 [Abstract] ( 2601 ) HTML (1 KB)  PDF  (249 KB)  ( 131 )
58 COMMENTS ON TUNNEL CONSTRUCTION OF CHINESE RAILWAY
GUO Shan-yun
This paper gives an introduction to the great achievements of tunnel construction made by Chinese Railway and its large demands, presents the working and research targets for tunnel construction of Chinese Railway under new situation, for reference to creation of new situation for tunnel construction.
2005 Vol. 22 (2): 58-61 [Abstract] ( 2552 ) HTML (1 KB)  PDF  (380 KB)  ( 239 )
62 EXPLORATION ON WAY OF DISCRIMINATING EARTHING PHASE BY APPLICATION OF VECTORGRAM
LIN Ji
Because most of failures are single-phase earthing failures in neutral non-direct earthing electric network, this paper sums up the characteristics law between earth potential trace and electromotive force and changeable law of earthing resistance with changes of system parameters based on the analysis and study on single-phase earthing failure. The earthing fault phase can be discriminated on three-phase vectorgram rapidly and accurately by application of the law. In this way, the possible error caused by application of null sequence voltage to discriminate earthing failure can be eliminated, the accuracy of discriminating earthing fault phase can be improved and the necessary conditions are provided to the system for preventing over voltage and eliminating single-phase earthing failure.
2005 Vol. 22 (2): 62-65 [Abstract] ( 2532 ) HTML (1 KB)  PDF  (253 KB)  ( 159 )
66 FIDIC AND CONSULTING ENGINEER UNDER SITUATION OF GLOBALIZATION
LIU Cheng- jun
With the surge of globalization spreading over the world, as the traditional industry, construction industry encounters the unprecedentedly impact. More and more construction enterprises from different countries and areas take part in coordination and competition. With corrdinated projects gradually increasing more, moreand more construction enterprises feel that it needs a relative fair regulation to normalize business concept and management process during corrdination in order to reduce the cost of analyses the characteristics of construction enterprise under FIDIC Term and situation of globalization, proposes the chance, challenge problems encountered by FIDIC and making FIDIC playing greater role under new situation.
2005 Vol. 22 (2): 66-69 [Abstract] ( 2571 ) HTML (1 KB)  PDF  (354 KB)  ( 195 )
70 ANALYSIS OF CONSTRUCTION MARKET OF INFRASTRUCTURE AND INVESTMENT ENVIRONMENT IN TANZANIA AND ZAMBIA
LI Hai-ming
This paper gives an introduction in details to the general situations and present situations of infrastructure of Tanzania and Zambia, analyses investment environment for infrastructure of Tanzania and Zambia, analyses investment environment for infrastructure and business environment for construction market of two countries, and describes the tax policy and relations between labour and capital in details, for reference to conducting strategy of "going abroad" by the large-sized state-owned enterprise.
2005 Vol. 22 (2): 70-78 [Abstract] ( 3277 ) HTML (1 KB)  PDF  (820 KB)  ( 909 )
79 THINKING ON REFORM AND DEVELOPMENT OF CONSTRUCTION ENTERPRISE IN CHINA
ZHOU Min-zhong
This paper gives an introduction to the basic situation of construction enterprise in China, analyses the new situation encountered by construction enterprise in China, proposes the suggestions and countermeasures for the reform and development of construction enterprise.
2005 Vol. 22 (2): 79-83 [Abstract] ( 2557 ) HTML (1 KB)  PDF  (495 KB)  ( 188 )
84 DISCUSSION ON THE CONSTRUCTION QUALITY OF MANAGEMENT FOR LARGE COMPREHENSIVE PROJECT
REN Sai-xing
According to the study and application of quality control on Yuhuai project construction, the author discusses some thoughts, practice, experience of the large project construction, especially during the high-speed development of the market economy. By the improvement, betterment and strengtheniny of the work, we can guarantee the quality of project and try to give the experience for the similar project in the future.
2005 Vol. 22 (2): 84-90 [Abstract] ( 2582 ) HTML (1 KB)  PDF  (541 KB)  ( 268 )
91 IMPROVING MANAGEMENT LEVEL FOR CONSTRUCTION PROJECT BY APPLICATION OF QUALITY CONTROL SYSTEM
YANG Xin-ping
Based on the management practice in construction of the first sky -high dwelling building of Huhehaote Railway Administration, this paper gives the experience of construction management in combination with the core contents of IS09002 Quality Management System, for reference to similar construction project.
2005 Vol. 22 (2): 91-92 [Abstract] ( 2568 ) HTML (1 KB)  PDF  (289 KB)  ( 402 )
93 HOW TO GIVE A QUOTATION FOR ENGINEERING VOLUME LIST BY CONSTRUCTION ENTERPRISE
CHEN Wei-yu
This paper describes the problems those should be paid attention to in giving quotation for engineering volume list, proposes the precautions to construction enterprise based on the concepts and features of valuation of engineering volume list.
2005 Vol. 22 (2): 93-96 [Abstract] ( 2598 ) HTML (1 KB)  PDF  (365 KB)  ( 243 )
97 RESEARCH ON CENTRLFUGAL EXPERIMENT OF RED MUDSTONE EMBANKMENT
LIU Jun-xin, CAO Xin-wen, HU Qi-jun
Red mudstone is a special rock-soil, its filling density is sensitive to water content. This paper, first of all, gives an introduction to the principle and method for centrifugal experiment, then presents the relations between settlement and compacted thickness, settlement and acceleration, construction duration and post-construction settlement, and construction duration and time through simulating four kinds of red mudstone embankments with filling and compacted thickness of 87%，90%，93%and 97%by centrifugal model, last determines the filling parameters embankment construction.
2005 Vol. 22 (2): 97-99 [Abstract] ( 2565 ) HTML (1 KB)  PDF  (314 KB)  ( 133 )
100 JUDGING APPLICATION OF ARCHITECTURAL COMPOSITION PHILOSOPHY IN ARCHITECTURE DESIGN FROM "WATER CUBE"
YANG Ling
It is without rebuke to take form as the starting point of architecture design. But it has to obstruct the innovation and development of architecture to think highly of the form and neglect architectural composition logic of architecture. The architectural composition put forward by K Franputon contrasts sharply with formalism. It is obviously found out from "water cube"(scheme wining the bidding of National Swimming Centre)that the architectural composition philosophy was applied successfully in architecture design and got effective response to formalism.
2005 Vol. 22 (2): 100-102 [Abstract] ( 2557 ) HTML (1 KB)  PDF  (301 KB)  ( 142 )
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