久久成人永久免费播放-久久成人亚洲香蕉草草-久久成人亚洲-久久成人免费播放网站-久久成人毛片-久久成人精品视频

Language:CHINESESENGLISH

Home > News > Scope of application of steel structure engineering
CONTACT US
  • Address:Pingtang Industrial District, Shipeng Village, Shishan Town, Nanhai District, Foshan City,
  • Phone:0757-81002668/0757-63323396
  • Fax:0757-81196682
  • Contact:Ben Zheng/13826981293 Kerry Lu/13751224830
  • E-mail:sbs@sbsprefabhouse.com
  • URL:http://www.moodyenergy.com.cn

Scope of application of steel structure engineering

Time:[2021-9-2]  Hits:2917

Scope of application of steel structure engineering

Steel is widely used in building structures. Steel structure engineering is generally used for high-rise, long-span, complex structure, large load or crane, structure with large vibration, high movement requirements or frequent assembly and disassembly. Intuitively, buildings, stadiums, opera houses, bridges, TV towers, sculptures, warehouses, workshops, houses, mountain buildings and temporary buildings all conform to the characteristics of steel structure engineering itself.

What are the application scope of steel structure engineering?

In the early stage, conception, comparison and selection are flexible and useful. The resulting structural scheme is usually easy to calculate manually, with clear mechanical behavior and accurate qualitative accuracy. It can prevent unnecessary tedious calculation in the stage of structural analysis. It is also the main basis to judge whether the output data of computer internal force analysis is reliable based on spatial frame processing. Steel structure engineering includes frame, plane truss, space frame (shell), cable membrane, light steel, tower and other construction methods. Most of its theories and skills are mature. There are also some local problems that have not been handled well or there are no simple and applicable design methods, such as spatial frames such as reticulated shells. In industrial plants, when there is a large suspension load or a large moving load, it can be considered to abandon the portal frame and adopt the spatial frame. According to the area with high snow pressure, the roof curve shall be conducive to snow sliding (without considering the snow load outside the 50 degree tangent). For example, the limestone warehouse shed of the cement plant adopts three core circular reticulated shell, which releases nearly half of the total snow load compared with the slope top. Areas with heavy rainfall are similar to thinking. During construction, it will be more economical to insert braces in the frame than the frame connecting only simple nodes. In the construction with large roof covering span, the suspension cable or cable membrane construction system with tension of main components can be selected.

In the engineering design of high-rise steel structures, steel-concrete composite structures are often used. In high-rise buildings with high or irregular seismic intensity, the method of seismic middle pipe plus outer frame should not be simple and economic. The structural system surrounding giant SRC columns and intermediate braced frames should be selected. More than half of such senior managers are the former. The layout of the structure shall comprehensively consider the distribution and nature of the characteristic load of the system. Generally speaking, the stiffness should be average, the mechanical model should be clear, and the influence of large load or moving load should be controlled as much as possible, so that it can be directly transmitted to the foundation through a straight line. The distribution of anti lateral bracing between columns shall be uniform, and its center of mass shall be as close to the action line of lateral force (wind and earthquake) as possible. Otherwise, you should consider structural changes. The opposite structure of the structure shall have multiple ground defenses. For example, with a braced frame structure, the columns should be able to withstand at least 1 / 4 of the total force alone. Placing a secondary beam on the plan of the frame structure can sometimes adjust the load transfer offset to meet different requirements. In order to reduce the section, insert the secondary beam along the short direction, which will increase the section of the main beam and reduce the clear height of the floor. The side pillars of the top floor are sometimes not eaten. At this time, supporting the secondary beam on the shorter main beam can sacrifice the secondary beam to protect the main beam and vertical beam

Copyright:佛山市勝邦鋼結構有限公司 Foshan Shengbang Steel Structure Co., Ltd. Record Number:粵ICP備13078463號
主站蜘蛛池模板: 农村老少伦小说 | 国产一区二区精品久 | 国内精品91最新在线观看 | 日韩精品高清自在线 | 亚洲国产成人久久精品hezyo | 日韩欧美推理片免费在线播放 | 精品一区二区三区 不卡高清 | 国产精品免费久久久久影院小说 | 精品欧美一区二区三区久久久 | 网友自拍咪咪爱 | 婷婷久久精品 | 亚洲系列国产精品制服丝袜第 | sss视频在线精品 | 美女福利视频一区二区 | 果冻传媒在线观看的 | 91精品综合国产在线观看 | 国产特黄一级一片免费 | 亚洲成人免费 | 国产精品模特hd在线 | 免费三及片| 国产夜趣福利第一视频 | 国产精品嫩草影院在线看 | www毛片| 69re在线观看| 天选之王漫画顾长歌免费阅读 | 亚洲精品国产AV成人毛片 | 色综合久久综合网欧美综合网 | 九九九九九热 | 91精品啪在线观看国产线免费 | 欧美高清在线 | 日本伦理动漫在线观看 | 男gaygays免费网站多人 | 成人网欧美亚洲影视图片 | 国产成人啪精品午夜在线观看 | 成全视频在线观看免费 | 无码AV免费精品一区二区三区 | 亚洲精品国产在线观看 | 欧美折磨另类系列sm | 亚洲色大成网站www久久九九 | 亚洲免费国产 | 成人影院在线观看免费 |