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. 11

Display Method:
RESEARCH ON THE RETARD-BONDED PRESTRESSED TECHNIQUE AND DEVELOPMENT PROSPECTS
Li Peixun
2008, 38(11): 1-5. doi: 10.13204/j.gyjz200811001
Abstract:
The retard-bonded prestressed concrete technique is a newly created prestressed concrete technique that has overcome the shortcomings of the bonded and unbonded prestressed concrete,which is a breakthrough development of prestressed concrete techniqu...
STUDY ON ADHESIVE MATERIALS FOR RETARD-BONDED PRESTRESSING STRAND
Fan Yunyun, Wu Zhuanqin, Zhou Jianfeng, Gong Xisheng
2008, 38(11): 6-8,16. doi: 10.13204/j.gyjz200811002
Abstract:
According to the technical characters of retard-bonded prestressing strand,it was developed the special adhesive materials conforming to the requirements of retard-bonded prestressed concrete technique,then further tested the physical and chemical pr...
STUDY ON MECHANICAL PROPERTIES OF ADHESIVE MATERIALS FOR RETARD-BONDED PRESTRESSING STRAND
Wu Zhuanqin, Fan Yunyun, Liu Jingliang, Liu Gang
2008, 38(11): 9-12,35. doi: 10.13204/j.gyjz200811003
Abstract:
It has been conducted a series of special studies on mechanical properties of the retard-cohesive adhesive,tested tensile strength value and flexural strength value of retard-cohesive adhesive and intensity changing value during solidifying process,e...
STABILITY STUDY ON ADHESIVE MATERIAL OF RETARD-BONDED PRESTRESSING STRAND
Zhou Jianfeng, Shang Renjie, Fan Yunyun, Wu Zhuanqin
2008, 38(11): 13-16. doi: 10.13204/j.gyjz200811004
Abstract:
It was researched the stability of the mechanical performance for the adhesive,tested the tensile and compressive strength of adhesive material in different curing cycle,different temperature,salt spray conditions,hot and humid conditions and artific...
STUDY ON PREPARATION TECHNICS AND PRODUCING EQUIPMENT OF RETARD-BONDED PRESTRESSING STRAND
Liu Jingliang, Li Qian, Fan Yunyun, Wu Zhuanqin
2008, 38(11): 17-19,44. doi: 10.13204/j.gyjz200811005
Abstract:
It is studied the preparation technics deeply based on the performance characters of adhesive materials,then put forward the solution to every influencing factor during the preparation process,and described the environment control of preparation proc...
EXPERIMENTAL STUDY ON FRICTION COEFFICIENT OF RETARD-BONDED PRESTRESSING STRAND
Wu Zhuanqin, Zeng Zhaobo, Shang Renjie, Liu Jingliang
2008, 38(11): 20-23. doi: 10.13204/j.gyjz200811006
Abstract:
Through experimental study of 12 retard-cohesive prestressing strands of straight line and 15 retard-cohesive prestressing strands of different angles,the friction loss of each strand is obtained.The friction coefficient and and the separate degree o...
EXPERIMENTAL STUDY ON RETARD-BONDED PRESTRESSED CONCRETE BEAMS IN BENDING
Shang Renjie, Zhang Qiang, Zhou Jianfeng, Zeng Zhaobo
2008, 38(11): 24-27. doi: 10.13204/j.gyjz200811007
Abstract:
The structure and the working principle of the retard-bonded prestressing tendon were introduced.The cracking moments,ultimate moments,crack distribution and load-deflection graphs of retard-bonded post prestressed concrete beams were studied through...
APPLICATION OF RETARD-BONDED PRESTRESSED TECHNIQUE IN PROJECT OF LIHONG ECOLOGY HOMELAND
Gong Xisheng, Liu Jingliang, Zhou Jianfeng, Si Siyu
2008, 38(11): 28-30. doi: 10.13204/j.gyjz200811008
Abstract:
It is introduced the application of retard-bonded prestressed technique to high-level structure of large-span slabs of Lihong Ecology Homeland project,put forward the design method and construction craft of retard-bonded prestressed concrete plate,an...
APPLICATION OF RETARD-BONDED PRESTRESSED TECHNIQUE IN BEIJING CHILDREN'S NEW PALACE
Ma Jingyou, Li Jun’an, Liu Gang, Shang Renjie
2008, 38(11): 31-35. doi: 10.13204/j.gyjz200811009
Abstract:
The design method of retard-bonded prestressing bar is introduced in No.1 building of Beijing Children's New Palace,which is an irregular slab-column and shear wall structure.The direction of cored pipe as well as reinforcing and prestressing bars ar...
APPLICATION OF RETARD-BONDED PRESTRESSED TECHNIQUE IN CONCRETE GRID-BEAM STRUCTURE
Shang Renjie, Wu Zhuanqin, Yu Yuanpeng, Yue Yanbo, Gong Xisheng
2008, 38(11): 36-39. doi: 10.13204/j.gyjz200811010
Abstract:
The application of retard-bonded prestressed technique is introduced in the design of concrete grid-beam structure with the span of 32.4 m33.2 m with irregular boundary condition of Chengde City Museum.The design method of prestressed concrete grid-b...
ENTERPRISE CULTURE AND IMAGE DESIGN OF INDUSTRIAL ARCHITECTURES
Li Dawei, Yang Yinghong, Li Xiuming
2008, 38(11): 40-44. doi: 10.13204/j.gyjz200811011
Abstract:
Enterprise culture is the soul of a modern enterprise development,which plays an important role in enterprises.Industrial building is the material carrier of enterprise culture,and the important aspect to establish the enterprise culture,and it has a...
RESEARCH ON INDUSTRIAL DISTRICT PLANNING UNDER PRINCIPLES OF URBAN DESIGN——CASE STUDY ON PLANNING OF TONGLING YOUHONG PRODUCTION BASE
Zhu Xiaoqing, Wang Zhu, Zhao Shuhong
2008, 38(11): 45-48. doi: 10.13204/j.gyjz200811012
Abstract:
With the expansion of urban area,the distance has been shortened between main urban area and industrial district nearby.Planning design pattern is improved from simply complying interior industrial activities,to a state of combining interior rules wi...
ECOLOGICAL FUNCTION OF COURTYARD——A CASE STUDY ON RECONSTRUCITON OF No.3 PLANT BUILDING IN SHEKOU
Wang Shan, Yang Shan, Zhu Lei, Wang Jinghua
2008, 38(11): 49-51. doi: 10.13204/j.gyjz200811013
Abstract:
Ecological and energy conservation measures are used in architecture design more and more widely.This essay analyses principles and characteristics in ecological energy conservation buildings design,by reading the relations between courtyard and buil...
TORSION BEHAVIOR OF THE HEXAGONAL-CORE-TUBE SUSPENDED BUILDING STRUCTURE ANALYZED BY THE CONTINUOUS METHOD
Tu Yongming, Zhang Jiwen, LüZhitao, Qian Yang, Chen Jie
2008, 38(11): 52-57. doi: 10.13204/j.gyjz200811014
Abstract:
With the continuous method,the displacement shape functions are constructed with the self-contained trigonometric function series,and then the formulae of normal stress and shear stress in the shear walls of the core tube subjected to a torque are br...
ASYMMETRIC CONSOLIDATION OF MULTI-LAYERED SOILS WITH ANISOTROPIC PERMEABILITY
Ai Zhiyong, Mei Amin
2008, 38(11): 58-62. doi: 10.13204/j.gyjz200811015
Abstract:
Starting from the governing equations of asymmetric consolidation of soil with anisotropic permeability,together with the technique of Fourier expansions,Laplace-Hankel transform with respect to coordinate z,time t and coordinate r,respectively,a lin...
NUMERICAL ANALYSIS OF BEHAVIOR OF T-SHAPED CEMENT-SOIL DEEP MIXING PILE COMPOSITE FOUNDATION UNDER EMBANKMENT LOADS
Yi Yaolin, Liu Songyu
2008, 38(11): 63-68. doi: 10.13204/j.gyjz200811016
Abstract:
With a review of disadvantages of traditional deep mixing cement-soil pile techniques,a new type of cement-soil deep mixing technique named T-shaped cement-soil deep mixing pile is introduced.Three-dimensional numerical simulation is taken to analyze...
THE Y-SHAPED VIBRO-PILE AND LOAD BEARING CHARACTERISTICS
Wang Xinquan, Chen Yonghui, Liu Hanlong, Xu Lixin
2008, 38(11): 69-74. doi: 10.13204/j.gyjz200811017
Abstract:
Firstly,the technique principle of Y-shaped vibro-pile is introduced.It is concluded that the skin friction characteristic of both positive circular arc surface and inverse arc surface is basically the same,which is validated by the contrast of stati...
THE FATIGUE PROPERTIES OF PRE-STRESSED CONCRETE STRUCTURE UNDER THE CONDITIONS OF FREEZE-THAW CYCLE
Liu Ronggui, Fu Kai, Yan Tingcheng
2008, 38(11): 75-78. doi: 10.13204/j.gyjz200811018
Abstract:
The fatigue damage properties of pre-stressed concrete specimen were analyzed under the conditions of different number of freeze-thaw cycle.The first-order fatigue load was applied to the concrete structures in the wake of freeze-thaw cycles.Based on...
EXPERIMENTAL STUDY ON INTERFACIAL SHEARING PROPERTY OF FRP REINFORCED CONCRETE
Liu Jun, Li Yingmei, Li Qing
2008, 38(11): 79-81,96. doi: 10.13204/j.gyjz200811019
Abstract:
The shearing property test of CFRP structure under a static load is conducted.The failure process and the interface intensity are got separately by the analysis of test results of 15 specimens.It is firstly found that the concrete specimens with fibe...
THE MODEL OF CONCRETE DURABILITY FAILING WITH TIME-CALCULATION METHOD USED IN THE SERVICE-LIFE PREDICTION OF HILS
Ma Baoguo, Luo Zhongtao, Wang Kai, Zou Dinghua, Wang Yingbin, Wang Xingang
2008, 38(11): 82-84,74. doi: 10.13204/j.gyjz200811020
Abstract:
The concrete durability failing with time model(CDFT Model)is used to forecast the service-life of different segments used in the Wuhan Yangtze River tunnel project.The result shows that taking different influencing potential factors into account,the...
EXPERIMENTAL STUDY ON RAISING STRENGTH AND TOUGHNESS OF CONCRETE BY MODIFIED COARSE POLYPROPYLENE-STEEL FIBERS
Bi Yuanzhi, Hua Yuan, Zhang Dalin, Cai Donghong, Wang Congshu, Xia Bipei, Yang Yaowen
2008, 38(11): 85-88,114. doi: 10.13204/j.gyjz200811021
Abstract:
The effect of the modified coarse polypropylene fiber-steel fiber on concrete behavior was obtained.The steel fiber with a higher elastic modulus can enhance compressive strength,anti-initial cracking stress and bending strength of concrete;whereas t...
ANALYSIS OF LOADING PROCESS OF THE IRSSP AFFECTED BY WEB MEMBER
Wang Cheng Zhang Yigang Tan Zhengguang
2008, 38(11): 89-92. doi: 10.13204/j.gyjz200811022
Abstract:
Internal-prestressed reticulated space structure through posttensioning(IRSSP),composed of upper chord,lower chord,web member and lateral support member,is a novel space pre-stressed self-balance structure.The erection of IRSSP into its final configu...
THE RESEARCH ON SIMULATION OF WIND SPEED TIME-HISTORY OF LONG SPAN SUSPENDED DOME STRUCTURE
Zhang Ailin, Zhang Cuicui
2008, 38(11): 93-96. doi: 10.13204/j.gyjz200811023
Abstract:
With the developing of long span structure,more and more attention is paid the influence of wind load on structures.At present,the domestic research on this is just started,especially for the suspended structure,the research on it is much less.The wi...
EXPERIMENTAL RESEARCH ON BEHAVIOR OF CONCRETE-FILLED RHS FRAMES
Li Bin, Ren Limin, Shi Xiaoyan
2008, 38(11): 97-101,105. doi: 10.13204/j.gyjz200811024
Abstract:
Taking two pieces of 1 bay and 2 stories models of concrete-filled RHS(rectangular hollow section)frames as research objects,based on pseudo-static test and considering the effect of steel ratio of the column section,it was researched the behavior of...
RESEARCH ON MECHANICAL PERFORMANCE OF T-JOINT OF CIRCULAR TUBE UNDER LOW REVERSED CYCLIC LOADING
Ding Beidou, Ding Li
2008, 38(11): 102-105. doi: 10.13204/j.gyjz200811025
Abstract:
Through experiment on the T-joint of circular tube under low reversed cycilc loading,the damage form and mechanical performance of T-joint of circular tube has been studied.At the same time,a finite element analysis by ANSYS software was done,whose r...
FRACTURE ANALYSIS OF THE INTERFACE BETWEEN STEEL AND FRP PLATE FOR THE STEEL BEAMS REINFORCED WITH FRP PLATE
Zheng Yun, Yue Qingrui, Hui Yunling, Ye Lieping
2008, 38(11): 106-108. doi: 10.13204/j.gyjz200811026
Abstract:
Fatigue experimental results indicate that the fatigue life of steel structures reinforced with FRP is obviously increased as compared to steel members un-repaired,but the interface at the end of FRP often delaminates between FRP and steel beams.Anal...
REINFORCEMENT DESIGN AND NEW CONSTRUCTION TECHNOLOGY RESEARCH OF INCREASED LANDSCAPE LOAD OF THE PEOPLE'S AIR DEFENSE BASEMENT STRUCTURE
Li Shulin, Wang Xianpei, Zhao Zhongwei, Zha Yuqing
2008, 38(11): 109-111. doi: 10.13204/j.gyjz200811027
Abstract:
It is introduced reinforcement method of increasing load effect on the existing structure,and there are no working faces above the structure,the pouring concrete can be done only by compaction method of new construction technology under the beam.This...
STRENGTHENING SCHEME OF CRANE BEAM FOR A STANDARD MEMBER FACTORY
Zhang Zhiqiang, Zhang Ke, Zhao Feng, Hao Mingke
2008, 38(11): 112-114. doi: 10.13204/j.gyjz200811028
Abstract:
It was presented that the factors needing consideration in selecting strengthening schemes of RC crane beams,according to the reconstruction of the crane beam system for a standard member factory;it was also indicated the feasibility of steel-encased...
APPLICATION OF WELDED LIGHT-GAUGE STEEL CONSTRUCTION IN MULTIPLE-STORY RESIDENCE
Chen Wei, Sun Jinkun, Guo Jian, Guo Xiaokang
2008, 38(11): 115-117. doi: 10.13204/j.gyjz200811029
Abstract:
Nowadays,light-gauge steel residence is a direction of residence development,but it has been scarcely seen in western areas.It is introdued an experimental project of lightweight steel residence in Panzhihua City,it is pointed out that the keys to it...
HOUSING ENERGY CONSERVATION STRATEGY IN NEW COUNTRYSIDE
Di Peng, Wu Haojun, Li Baiyi
2008, 38(11): 118-120,5. doi: 10.13204/j.gyjz200811030
Abstract:
Based on the current status of housing energy-saving in our countryside,it is expounded the technologies in housing energy conservation.It is pointed out the energy conservation on rural buildings that has become the focus of national attention.Accor...
DESIGN OF NATURE WATER SCREEN IN CAMPUS
Yin Jing, Yang Haozhong, Feng Jinxiang
2008, 38(11): 121-123. doi: 10.13204/j.gyjz200811031
Abstract:
Based on the region characteristics of campus,the collection and utilization mode of the landscape water are explored,rainwater and water seepage of underground are collected,purificated and utilizated by ecological mode which not only solves the pro...
2008, 38(11): 124-127. doi: 10.13204/j.gyjz200811032
Abstract: