RESEARCH AND USE OF MULTIGROUP POSITIVE-NEGATIVE ARCS PROFILED UNIT

Tang Jieyao; Huang Yizhong; Li Jie; Xu Wei

doi:10.13204/j.gyjz200903025

Volume 39 Issue 3

Dec. 2014

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2009 > 39(3): 90-95

OU Jiajia, YANG Xuebing, WANG Xijun, LI Zheng. LATERAL PERFORMANCE OF CROSS-LAMINATED TIMBER WALLS WITH TWO DIFFERENT CONSTRUCTION TYPES[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(3): 84-87,113. doi: 10.13204/j.gyjz202003014

Citation:

Tang Jieyao, Huang Yizhong, Li Jie, Xu Wei. RESEARCH AND USE OF MULTIGROUP POSITIVE-NEGATIVE ARCS PROFILED UNIT[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(3): 90-95. doi: 10.13204/j.gyjz200903025

Citation:

Tang Jieyao, Huang Yizhong, Li Jie, Xu Wei. RESEARCH AND USE OF MULTIGROUP POSITIVE-NEGATIVE ARCS PROFILED UNIT[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(3): 90-95. doi: 10.13204/j.gyjz200903025

PDF( 0 KB)

RESEARCH AND USE OF MULTIGROUP POSITIVE-NEGATIVE ARCS PROFILED UNIT

doi: 10.13204/j.gyjz200903025

1.
1. Headquarters for Constructing Shanghai Airport,Shanghai 201202,China;
2.
2. Xiamen Zhengliming Metallurgical Machinery Co.,Ltd,Xiamen 361022,China;
3.
3. Shanghai Bao Steel Colored Steel Plate Construction Co.,Ltd,Shanghai 201809,China;
4.
4. Shanghai Bao Steel Co.,Ltd,Shanghai 201900,China

Received Date: 2008-10-20
Publish Date: 2009-03-20

Abstract

Abstract

A programmable process machine with integrated positive-negative arcs, profiled and bent arc is developed, which takes the lead in the world in order to meet the needs of T2 terminal building for Pudong Airport in Shanghai. This machine can produce 110m-long profiled sheet with hidden negative-positive-negative arcs.
- negative-positive-negative continuous arc,
- long profiled sheet

FullText(HTML)

References(4)

References

[2] .GB 12754 彩色涂层钢板及钢带[S].

.GB/T 13448 彩色涂层钢板及钢带试验方法[S].

[3] .YB J216 压型金属板设计施工规范[S].

[4] .AS 1562 压型金属板设计和安装规范[S].

Relative Articles

[1]	ZHAO Yongqiang, ZHENG Zhiyuan, ZHANG Pengyuan, ZHANG Yujin, XU Qi, XU Yiming. Experimental Research on Seismic Performance of Prefabricated Concrete Shear Walls with Prefabricated Concrete Infill Walls[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(1): 108-120. doi: 10.13204/j.gyjzG22022114
[2]	PENG Zhiwei, KUANG Yachuan, CHEN Yujie, WANG Shaohua, MO Xiaofei. Research on Shear Performance of a New Type of Prefabricated Shear Wall with Alveolar-Type Connections[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(12): 135-142,210. doi: 10.13204/j.gyjzG22101829
[3]	PANG Rui, WANG Lu, LIU Yuhao, WANG Yixiao, DING Shusu. Experimental Research on Seismic Performance Test of Prefabricated Steel-Concrete Composite Tube Shear Walls[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(4): 84-90. doi: 10.13204/j.gyjzG20050712
[4]	CHONG Xun, CHEN Zixing, JIANG Qing, HUANG Junqi, LI Haoran, FANG Xiaowen, XIE Jinchen. Research on Seismic Performance of Prefabricated Concrete Shear Wall Structures with Bolt Connections[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(11): 12-18,90. doi: 10.13204/j.gyjzG21012705
[5]	LI Yun, LIU Yang, ZHANG Xianlong, HE Fujiangshan, FENG Ruoqiang. Research on Hysteretic Performance of Grid-Tube Double Steel Plate Shear Walls[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(11): 32-38. doi: 10.13204/j.gyjzG21081212
[6]	WU Dongyue, PEND Xiangdong, LU Yinjie, CHEN Wei, WANG Shilin, WANG Xu, FU Qian. Experimental Research on Seismic Performance of Reinforced Tenon Precast Low-Rise Shear Walls[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(7): 72-78. doi: 10.13204/j.gyjzg21070909
[7]	LIU Xinhu, HUANG Dadian. Research on Mechanical Properties of CLT Wall-to-Floor Joints with Angle Bracket[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(4): 107-113. doi: 10.13204/j.gyjzG21081309
[8]	YU Hongran, WANG Yan, AN Qi. SEISMIC PERFORMANCE ANALYSIS OF ANCHORING PREFABRICATED WALL-BEAM JOINT OF STEEL TUBE BUNDLE COMPOSITE SHEAR WALL STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(6): 84-94. doi: 10.13204/j.gyjzG20100401
[9]	LYU Yuangui, HU Longping, ZHANG Xiangchao, ZHANG Heng, LI Jianchuang, YU Min, CHI Yin. EXPERIMENTAL STUDY ON SEISMIC PERFORMANCE OF T-SHAPED PREFABRICATED CONCRETE SHEAR WALL CONNECTED WITH A VERTICAL SEAM[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(5): 56-62. doi: 10.13204/j.gyjz201908300010
[10]	WANG Yuliang, CUI Hongjun, ZHANG Yumin, CAI Zhanjun, XU Lixian. EXPERIMENTAL RESEARCH ON SEISMIC BEHAVIOR OF PREFABRICATED SHEAR WALL WITH ENERGY DISSIPATION BY VERTICAL JOINTS[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(11): 46-51. doi: 10.13204/j.gyjzG19102703
[11]	CHONG, Xun, SONG, Lei, CHEN, Changlin, WANG. RESEARCH ON THE SEISMIC BEHAVIOR OF FACADE PANEL OF PREFABRICATED CONCRETE SHEAR WALL WITH DAMPER[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(1): 40-46. doi: 10.13204/j.gyjz202001008
[18]	Yuan Kang, Li Yingmin, Zhang Songbai. STUDY OF UNIDIRECTIONAL WALL FRAMES' INFLUENCE ON THE SEISMIC PERFORMANCE OF SHEAR WALL STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(07): 37-41.
[19]	Tu Yongming, Lv Zhitao, Zhang Jiwen, Chen Jie, Qian Yang. LATERAL PERFORMANCE OF THE MAIN STRUCTURE OF CORE-TUBE SUSPENDED VIBRATION ABSORPTION SYSTEM[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(12): 49-53. doi: 10.13204/j.gyjz200812014
[20]	Zong Lan, Sui Chengquan. EXPERIMENTAL STUDY ON SEISMIC PERFORMANCE OF FRICTION DAMPING SHEAR WALLS[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(12): 42-44,47. doi: 10.13204/j.gyjz200412011