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

2008 Vol. 38, No. 9

Display Method:
SAVING LAND,SAVING ENERGY,CONCISENESS AND GOOD LOOK——THE USE OF TOYOTA THOUGHT OF KEEPING ON IMPROVING IN ARCHITECTURAL DESIGN
Xu Chengde, Hou Enpu, Ma Guoqing
2008, 38(9): 1-3. doi: 10.13204/j.gyjz200809001
Abstract:
Taking No.2 and No.3 factories of TFTM Co.,Ltd.for example,it is presented the use of Toyota thought of keeping on improving in architectural design of a factory building
THE LINKS DRAWN ATTENTION DURING DESIGN OF THE FOUNDATION FOR A MILL BUILDING
Sun Lianhong, Ma Zhibin, Hao Shengqi
2008, 38(9): 4-6. doi: 10.13204/j.gyjz200809002
Abstract:
It is summarized the selection of foundation type,treatment of subsoil and foundation settlement: calculation and requirement for settlement control,and it is also presented suggestions on using correctly geology survey report based on the design pra...
THE APPLICATION OF VIBROFLOTATION GRAVEL PILE IN GARBAGE SITE
Ma Zhibin, Zhang Hong, Wang Xin
2008, 38(9): 7-9,50. doi: 10.13204/j.gyjz200809003
Abstract:
It is outlined the mechanism and effect of reinforcing the subsoil made of garbage by vibroflotation,whose composition is complicated and layer is thick,based on actual projects of building heavy-duty casting plant in the garbage site. To validate th...
APPLICATION OF PRESTRESSED ANCHOR IN THE STAMPING EQUIPMENT RIBBON TRENCH
Ma Zhibin, Wang Yulin, Wang Xibang
2008, 38(9): 10-12. doi: 10.13204/j.gyjz200809004
Abstract:
It is introduced the constructing of stamping equipment ribbon trench that is inside a completed factory building and close to its foundation since area confined.On the condition that the maximum depth of stamping equipment ribbon trench is 4.5 m dee...
DETERMINATION OF THE CALCULATED LENGTH FOR STEEL COLUMN OF MONOLAYER FRAMED-BENT FACTORY-BUILDING AND ITS USAGE IN SPACE GRID STRUCTURE WITH LARGE SPACE BETWEEN COLUMN
Hao Shengqi, Qin Luosheng, Wang Yige
2008, 38(9): 13-15,73. doi: 10.13204/j.gyjz200809005
Abstract:
It is described the design method for steel column of space grid structure with or without lateral displacement,and it is also given that some examples by analyzing the calculated length for steel column of single-story framed-bent workshop.
APPLICATION OF STEEL GRID FRAME IN INDUSTRIAL WORKSHOP WITH LARGE SPACE BETWEEN COLUMNS
Wang Weijun, Wang Xibang, Sun Lianhong
2008, 38(9): 16-18. doi: 10.13204/j.gyjz200809006
Abstract:
According to engineering design practice,it is analyzed and described that the application of steel grid frame in industrial workshop with large space between columns,structure lectotype,effect factor of steel dosage and the common principle for grid...
APPLICATION OF SPATIAL TRUSS IN WORKSHOP STRUCTURE WITH MIDDLE/SMALL SPACE BETWEEN COLUMNS
Chai Ming, Xiao Weimin
2008, 38(9): 19-21. doi: 10.13204/j.gyjz200809007
Abstract:
By comparing the solutions and analysis,it is indicated that the geometric stability,load transfer way,steel dosage of the derived structure system from a common grid frame by removing its many members.It also is discussed how to use spatial truss in...
ANALYSIS OF THE GEOMETRIC STABILITY,LOAD TRANSFER PATHS AND STRESS SENSITIVITY OF SPACE TRUSS
Xiao Weimin, Sun Lianhong, Chai Ming
2008, 38(9): 22-26. doi: 10.13204/j.gyjz200809008
Abstract:
The stress performance of the space truss as a roof structural system is studied from geometric stability,load transfer paths,stress sensitivity,in order to give theoretic references for structure model selecting,modelling,detailed design or check of...
SETTING METHODS FOR AIR-CONDITIONING PLATFORMS & DESIGN OF PLATFORM INSIDE LATTICE GRID FRAME
Chai Ming, Wang Yige, Lin Qingli
2008, 38(9): 27-30. doi: 10.13204/j.gyjz200809009
Abstract:
Air-conditioning platforms are widely used in modern industrial workshops,thus appropriately setting methods for them are very important.In order to design the air-conditioning platform well and gain the best technical and economic effects,further st...
STRUCTURE DESIGN FOR PAINTING WORKSHOP OF FAW-VOLKSWAGEN AUTOMOBILE COMPANY LTD
Wang Weijun, Wang Yulin, Sun Lianhong
2008, 38(9): 31-33. doi: 10.13204/j.gyjz200809010
Abstract:
It is introduced that the structure design scheme selected for the painting workshop of FAW-Volkswagen Automobile Co.,Ltd.,the design of 24 m span steel reinforced concrete beam,the design of steel pipe roof truss and static loading test.
STRUCTURAL DESIGN FOR EXHAUST EMISSION TOWER OF PAINTING WORKSHOP
Qin Luosheng, Zhang Haiwei, Xiao Weimin
2008, 38(9): 34-37,58. doi: 10.13204/j.gyjz200809011
Abstract:
There is no specifications for design of painting workshop for exhaust emission tower.It is expounded that the functions,features,structural scheme,calculation method and construction measure of the emission tower.Simplified methods are proposed acco...
THE STRUCTURAL REFORM AND REINFORCEMENT OF WELDING WORKSHOP IN AN AUTOMOBILE FACTORY
Wang Xibang, Wang Yulin, Song Yingguo
2008, 38(9): 38-41. doi: 10.13204/j.gyjz200809012
Abstract:
It is introduced how to use light slab to solve the problem of high span seal, how to increase in cross-section of column to strengthen reinforced concrete column and how to use underpining technology solving the problem of brick wall removal during ...
CALCULATION AND ANALYSIS OF BEARING CAPACITY OF REINFORCED CONCRETE MASONRY COLUMNS UNDER ECCENTRIC COMPRESSION
Zhang Bingquan, Lin Yongpeng, Zhai Ximei
2008, 38(9): 42-44. doi: 10.13204/j.gyjz200809013
Abstract:
The formula to calculate the capacity of the reinforced concrete masonry columns under eccentric compression is got based on steel concrete structure theory and the test results by the authors.The formula agrees with that of concrete members under ec...
DESIGN OF TO LANDSCAPE AND ENVIRONMENT OF INDUSTRIAL BUILDINGS OF MODERN IRON AND STEEL ENTERPRISES
Gao Huimin
2008, 38(9): 45-47. doi: 10.13204/j.gyjz200809014
Abstract:
The development of industrial buildings of modern iron and steel enterprise and their features are expounded comprehensively from their overall arrangement,environment of plant area and workshop,lightweight enclosure and steel bearing structure etc.S...
MOULDING DESIGN OF BIG DIAMETERD WELDED STEEL PIPE WORKSHOP OF BAO STEEL
Ma Qing
2008, 38(9): 48-50. doi: 10.13204/j.gyjz200809015
Abstract:
According to the vertical design of big diameter welded steel pipe workshop of Baosteel,It is analyseed the importance of all the elements in the elevation of steel rolling design.And it is also described the ways of how to integrate the elements in ...
"SEGMENT" AND "SURFACE" DESIGN OF THE BUILDINGS OF WASTEWATER TREATMENT PLANT——THOUGHTS EVOKED BY ARCHITECTURAL DESIGN OF SANJINTAN WASTEWA TERTREATMENT PLANT
Li Tao
2008, 38(9): 51-52. doi: 10.13204/j.gyjz200809016
Abstract:
To fully ensure the use function of an industrial building,the exterior surfaces which wrap up the functional space are utilized to form various and vivid architectural configurations,for seeking after an architectural design method of the buildings ...
EXPERIMENT AND BEARING CAPACITY ANALYSIS OF R.C.L SHAPED COLUMN UNDER DIFFERENT DIRECTIONAL CYCLIC LOADING
Wang Qian, Diao Bo, Li Shuchun, Luo Youxin, Zhang Shaoxing
2008, 38(9): 53-58. doi: 10.13204/j.gyjz200809017
Abstract:
As one of the primary shapes of reinforced concrete special-shaped column frame,much studies ignoring additional torsion effect have finished on L shaped columns.In fact,because of the special section,L shaped column's shear center is not coincided w...
ANALYSIS OF THE INTERNAL FORCE COEFFICIENT OF THE TRIMMER BEAM OF TWO-SPAN FRAME-SUPPORTED MULTI-RIBBED WALL BEAM
Ding Yonggang, Jia Yingjie, Yuan Quan, Yao Qianfeng
2008, 38(9): 59-63,121. doi: 10.13204/j.gyjz200809018
Abstract:
Considering the factors of span-to-span ratio of the wall beam,height-to-span ratio of the trimmer beam and height-to-span ratio of the wall,the orthogonal design of two-span frame-supported multi-ribbed wall beam is done and the internal forces of t...
THE ANALYSIS OF THE CHARACTERISTICS OF HRB500 REINFORCED ECCENTRIC LOADING COLUMNS BY THE CALCULATION RESULTS
Yu Hongjie, Zhang Yange
2008, 38(9): 64-66. doi: 10.13204/j.gyjz200809019
Abstract:
Nonlinear analysis of the behaviors of HRB500 reinforced eccentric loading columns is done using the large general structural analysis software MATLAB.The interaction between HRB500 steel bar and concrete is discussed based on the numerical result.Th...
ANALYSIS OF MECHANICAL PROPERTY OF SHORT-PIER SHEAR WALL
Hu Shulan
2008, 38(9): 67-69. doi: 10.13204/j.gyjz200809020
Abstract:
According to the mechanical characteristics of short-pier shear wall, the conditions meeting the ratio of connecting beam height to its span in short-pier shear wall have been derived.From this,the defining criterion of short-pier shear wall may be p...
STUDY ON THE DUCTILITY AND LIMIT VALUES OF AXIAL COMPRESSION RATIO FOR MODERATE-HIGH-RISE MULTI-RIBBED COMPOSITE WALL STRUCTURE
He Mingsheng, Yao Qianfeng, Huang Wei, Li Bin
2008, 38(9): 70-73. doi: 10.13204/j.gyjz200809021
Abstract:
Based on the properties of moderate-high-rise multi-bibbed composite wall structure,displacement ductility design method is investigated.It is analyzed that the effects of the concrete ratio and longitudinal steel ratio of internal slab,section depth...
EXPERIMENTAL RESEARCH ON THE SPLITTING TENSILE STRENGTH OF CONCRETE AT DIFFERENT TEMPERATURES AND TIME
Guo Jinchun, Yu Jiangtao, Lu Zhoudao
2008, 38(9): 74-76,81. doi: 10.13204/j.gyjz200809022
Abstract:
Because little research has been done on the affection of high temperature and constant temperature time to concrete mechanical properties at home and abroad and the damage detection technology of fire-damaged concrete is lacking,high temperature tes...
REPAIR PROPERTY OF HIGH EARLY STRENGTH MAGNESIUM PHOSPHOSILICATE CEMENT
Ding Zhu, Xing Feng, Li Zongjin
2008, 38(9): 77-81. doi: 10.13204/j.gyjz200809023
Abstract:
A novel cement,magnesium phosphosilicate cement(MPSC) was studied.The main components of the cement are dead burned magnesia,phosphate and fly ash,and the content of fly ash in the dry binder is 40% by weight.MPSC has high early strength,which is ver...
EXPERIMENTAL STUDY ON MECHANICAL PROPERTIES AND DEFORMABILITY OF PISOLITE GROUTING MATERIAL
Wang Xiushi, Li Shulin, Wu Yuan
2008, 38(9): 82-84. doi: 10.13204/j.gyjz200809024
Abstract:
In order to research the mechanical properties and deformability of pisolite grouting material(PGM),based on the earlier study,size effect,strength translation,different age strength and stress-strain curve of PGM were studied. By analyzing the exper...
LEAK CAUSES OF ROOF WITH HIDDEN COLORED PROFILED SHEETS AND SOLUTIONS
Teng Jianjun, Li Jie, Shi Yun, Jiang Weifeng
2008, 38(9): 85-90,3. doi: 10.13204/j.gyjz200809025
Abstract:
The hidden profiled sheet is more and more widely used for buildings due to its advantages of rich-looking,antileak and long service life.However because of its difficult lapping,it is easy for a leak to be produced when there are skylights,fans and ...
ANALYSIS METHODS FOR THE WHOLE PRESTRESSING PROCESS OF HYBRIDIZED SPACE STRUCTURE
Zhou Zhen, Meng Shaoping, Wu Jing, Jiang Jianfeng, Chen Yachun
2008, 38(9): 91-95. doi: 10.13204/j.gyjz200809026
Abstract:
Hybridized space structure consists of different kinds of single structural types,in which the whole prestressing process analysis is the key and difficulty.Based on some species of typical hybridized space structures projects,the prestressing simula...
DESIGN AND CONSTRUCTION OF 24 m-LONG-SPAN LATTICE SRC TRANSFER STRUCTURE
Tang Baijian, Ruan Hanting, Li Yaming
2008, 38(9): 96-98. doi: 10.13204/j.gyjz200809027
Abstract:
The lattice SRC structure is used in some 24 m-span transfer structure in one building.This paper introduces the key points of its design and construction.To satisfy working performance of joints,the haunched beam and the reinforced truss at joints a...
STUDY ON THE PRYING FORCE OF HIGH STRENGTH BOLT IN EXTENDED END-PLATE CONNECTION
Wang Yan, Zheng Jie
2008, 38(9): 99-103. doi: 10.13204/j.gyjz200809028
Abstract:
ANSYS,a large general FEM software,is selected to analyze high strength bolt in extended end-plate connections,about Mises stress nephogram,deformation of end-plate,distribution of prying force and tensile force of bolt.Prying force is proved to exis...
DISCUSSION ON THE PROCESS CONTROL METHOD OF POURING QUALITY OF CORE CONCRETE IN CONCRETE-FILLED STEEL TUBES
Yu Qing, Yan Shanzhang
2008, 38(9): 104-106. doi: 10.13204/j.gyjz200809029
Abstract:
The desired pouring quality of core concrete is quite important to ensure the strength of concrete,as well as the composite action between the steel tube and its core concrete,and thus to make concrete filled steel tube works safely in a structural s...
APPLICATION OF STRAIN-CONTROL BY COMPUTERS DURING UNDERPINNING TO BEAM AND COLUMN IN REPLACED CONCRETE STRENGTHENING FOR A TALL BUILDING
Li Jinbao
2008, 38(9): 107-111. doi: 10.13204/j.gyjz200809030
Abstract:
The concrete for frame columns on the 5th floor for a tall building is unacceptable.Therefore,the method of replaced concrete is selected.Computer-control system and strain gauges are used during construction by this strengthening method;meanwhile me...
EVALUATION AND RETROFIT OF CONSTRUCTION CRACK ON PRESTRESSED CONCRETE FRAME BEAMS FOR A LIBRARY
Zhou Wei, Zheng Wenzhong
2008, 38(9): 112-115. doi: 10.13204/j.gyjz200809031
Abstract:
Six-story 17.6-meter-span prestressed concrete frames were used for a library.As the formwork was rare for the construction of three floors,the formwork in the first floor was moved mistakenly into the third floor for its concrete cast before prestes...
STRENGTHENING ON SINGLE FUNDAMENTAL FOR A NEW STEEL STRUCTURAL FACTORY BUILDING
Wang Xinling, Yao Zhangtang, Zhu Juntao, LüLin
2008, 38(9): 114-116. doi: 10.13204/j.gyjz200809032
Abstract:
The checked concrete strength of R.C.single foundations under columns is less than C10 in case of a steel structural factory that is under construction.The composite structure of steel and R.C.is used to strengthen the R.C. single foundations,which m...
STRENGTHENING OF FRAME COLUMNS CONTAINING CHLORIDE ION BY REPLACING CONCRETE
Liu Yuehua
2008, 38(9): 117-118. doi: 10.13204/j.gyjz200809033
Abstract:
It was presented that the phenomenon and cause of crack rebar corrosion of frame columns according to case histories.It was also pointed out that a higher content of chloride ion in concrete was the main cause of rebar corrosion.it was finally propos...
DESIGN OF COMPOSITE PILE OF PRESTRESSED PIPE PILE AND CAISSON PILE
He Yaping, Zhuang Zuocheng, Han Tianwei, Yu Changhai, Gao Jianzhong, Dong Lilei
2008, 38(9): 119-121. doi: 10.13204/j.gyjz200809034
Abstract:
Through investigation on the project application of the previous composite pile of precast pile and caisson pile in Ningbo,and combined the construction technology of prestressed pipe pile and caisson pile,it is advanced a new composite pile of prest...
2008, 38(9): 122-125. doi: 10.13204/j.gyjz200809035
Abstract: