Mechanical Analysis of the Steel-Frame Wall of Solar Greenhouse(PDF)

《北方园艺》[ISSN:1001-0009/CN:23-1247/S]

Issue:

2013年03期

Page:

52-55

Research Field:

Publishing date:

Info

Title:

Mechanical Analysis of the Steel-Frame Wall of Solar Greenhouse

Author(s):

SONG Dan¹; WANG Hong-li¹; LI Kai²; MA Jiang-wei¹; XU Hong-jun¹

1.College of Horticulture，Northwest Agricultural and Forestry University，Yangling，Shaanxi 712100；

2.College of Water Resources and Architectural Engineering，Northwest Agricultural and Forestry University，Yangling，Shaanxi 712100

Keywords:

solar greenhouse; steel-frame wall; structural performance

PACS:

S 626.5

DOI:

-

Abstract:

As the main load-bearing member of solar greenhouse,wall is critical to the structural safe and stability of the greenhouse.The Steel-frame wall was put forward in the paper.The mechanical performance of the Steel-frame wall were studied and the structural performance of different specifications beams and columns with rectangular steel pipe were analyzed.The results showed that the new walls with the 80 mm × 120 mm × 3.0 mm rectangular steel pipe as beams and the 150 mm×150 mm×5.0 mm rectangular steel pipe as columns were able to guarantee the stability of the wall structure in the lowest price level.

References:

[1]管勇,陈超,李琢,等.相变蓄热墙体对日光温室热环境的改善[J].农业工程学报,2012,28(10):194-201.

[2]薛亚宁,陈超,李清清,等.复合相变蓄热墙体材料应用于日光温室的效果研究[J].北方园艺,2010(15):6-11.

[3]孟少春.单坡温室设计与建造[M].沈阳:辽宁科学技术出版社,2003.

[4]周长吉.温室工程设计手册[M].北京:中国农业出版社,2007:42-51.

[5]GB 50017-2003.钢结构设计规范[S].

Memo

Memo:

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