WO2013177993A1 - 一种整体钢结构立柱 - Google Patents

一种整体钢结构立柱 Download PDF

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Publication number
WO2013177993A1
WO2013177993A1 PCT/CN2013/074625 CN2013074625W WO2013177993A1 WO 2013177993 A1 WO2013177993 A1 WO 2013177993A1 CN 2013074625 W CN2013074625 W CN 2013074625W WO 2013177993 A1 WO2013177993 A1 WO 2013177993A1
Authority
WO
WIPO (PCT)
Prior art keywords
steel
fixed
steel structure
upright post
steel column
Prior art date
Application number
PCT/CN2013/074625
Other languages
English (en)
French (fr)
Inventor
张跃
Original Assignee
Zhang Yue
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Zhang Yue filed Critical Zhang Yue
Publication of WO2013177993A1 publication Critical patent/WO2013177993A1/zh

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/30—Columns; Pillars; Struts
    • E04C3/32—Columns; Pillars; Struts of metal

Definitions

  • the invention relates to the technical field of fixed buildings, in particular to an integral steel structure column. Background technique
  • Low-carbon energy conservation is the common task and goal of human beings around the world, and low-carbon energy-efficient buildings with sustainable scientific development are an important aspect.
  • Most of the existing fixed buildings are reinforced concrete structures, on-site pouring, on-site construction, serious waste of raw materials, construction waste, time and labor, slow speed, high energy consumption, uncontrollable quality, and cannot achieve standardization and factory production.
  • it is a backward process method that is eliminated.
  • the technical problem to be solved by the present invention is: to solve the problems existing in the prior art described above, and to provide a factory standardized production, on-site assembly, labor saving, fast speed, no construction waste, material saving, earthquake resistance, high building strength , environmentally friendly and energy-saving overall steel structure column.
  • the integral steel structure column, the diagonal bracing and the steel column connection are fixed and integrated.
  • the guide post and the steel post flange are fixed at both ends of the steel column.
  • the diagonal braces that are connected and fixed on the steel column are four diagonal braces corresponding to the upper and lower sides.
  • the invention completely changes the traditional backward reinforced concrete on-site pouring construction method, and adopts a new steel structure system, thereby realizing factory standardized production, quality controllable, on-site assembly, saving labor and time, high speed, good quality, saving Raw materials, no construction waste, environmental protection and energy saving, and high building strength, earthquake resistance and disaster resistance are major innovations in the construction field.
  • the integrated steel structure column of the invention is constructed together with other industrialized and standardized production of seismic energy-saving and purifying building components
  • the building can achieve 9-degree seismic, 5 times energy saving, 20 times air purification, 7 % construction work, 93% factory level, 360-hour construction of 30-storey building, rewriting the history of human architecture.
  • Figure 1 is a schematic structural view of the present invention
  • FIG. 2 is a schematic view showing the installation structure of the present invention
  • the integral steel structure column of the present invention, the diagonal brace 2 and the steel column 1 are connected and fixed as an integrated whole.
  • the guide post 5 and the steel post flange 3 are fixed to both ends of the steel column 1.
  • the diagonal braces 2 fixedly connected to the steel column are four diagonal braces corresponding to the upper and lower sides.

Abstract

一种整体钢结构立柱，斜撑与钢柱连接固定为一体化整体。钢柱的两端固定有导向头和钢立柱法兰。钢柱上连接固定的斜撑为上下对应的四个斜撑。本发明可实现工厂化标准化生产，质量可控，现场组装，省工省时，速度快，质量好，节省原材料，无建筑垃圾，环保节能，而且建筑强度高，抗震抗灾，是建筑领域的重大创新。

Description

一种整体钢结构立柱
技术领域
本发明涉及固定建筑物技术领域， 具体涉及一种整体钢结构立柱。 背景技术
低碳节能， 是全球人类共同的任务和目标， 而可持续科学发展的低碳 节能建筑是其中的一个重要方面。 现有的固定建筑物大都为钢筋混凝土结 构， 现场浇注， 现场施工， 原材料浪费严重， 建筑垃圾多， 费工费时， 速 度慢， 能耗高， 质量不可控， 不能实现标准化、 工厂化生产， 不符合国家 的环保节能政策， 是一种淘汰的落后工艺方法。
发明内容
本发明所要解决的技术问题是： 解决上述现有技术存在的问题， 而提 供一种工厂化标准化生产、 现场组装、 省工省时、 速度快、 无建筑垃圾、 节省原材料、 抗震、 建筑强度高、 环保节能的整体钢结构立柱。
本发明采用的技术方案是：
这种整体钢结构立柱， 斜撑与钢柱连接固定为一体化整体。
上述技术方案中， 钢柱的两端固定有导向头和钢立柱法兰。
上述技术方案中， 所述钢柱上连接固定的斜撑为上下对应的四个斜撑。 本发明完全改变了传统落后的钢筋混凝土现场浇注施工方法， 而采用 新型钢结构系统， 这样就可实现工厂化标准化生产， 质量可控， 现场组装， 省工省时， 速度快， 质量好， 节省原材料， 无建筑垃圾， 环保节能， 而且 建筑强度高， 抗震抗灾， 是建筑领域的重大创新。 采用本发明的整体钢结 构立柱与其它工厂化标准化生产的抗震节能净化建筑部件一起构建可持续 建筑能实现 9度抗震， 5倍节能， 20倍空气净化， 7 %的建筑用工量， 93 % 的工厂化程度， 360小时建 30层高楼， 改写了人类的建筑历史。
附图说明
图 1为本发明的结构示意图；
图 2为本发明安装结构示意图；
图中， 1一钢柱， 2—斜撑， 3—钢立柱法兰， 4一钢结构楼板， 5—导向 头
具体实施方式
参见图 1、 图 2， 本发明的整体钢结构立柱， 斜撑 2与钢柱 1连接固定 为一体化整体。
上述技术方案中， 钢柱 1的两端固定有导向头 5和钢立柱法兰 3。 上述钢柱上连接固定的斜撑 2为上下对应的四个斜撑。

Claims

权利要求
1、 一种整体钢结构立柱， 其特征在于： 斜撑与钢柱连接固定为一体化 整体。
2、 根据权利要求 1所述的整体钢结构立柱， 其特征在于： 所述的钢柱 的两端固定有导向头和钢立柱法兰。
3、 根据权利要求 1所述的整体钢结构立柱， 其特征在于： 所述的钢柱 上连接固定的斜撑为上下对应的四个斜撑。
PCT/CN2013/074625 2012-05-30 2013-04-24 一种整体钢结构立柱 WO2013177993A1 (zh)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
CN2012101725201A CN103452238A (zh) 2012-05-30 2012-05-30 一种整体钢结构立柱
CN201210172520.1 2012-05-30

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WO2013177993A1 true WO2013177993A1 (zh) 2013-12-05

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WO (1) WO2013177993A1 (zh)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110748000A (zh) * 2019-11-06 2020-02-04 江苏杰瑞钢结构有限公司 一种钢结构立柱

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN201512863U (zh) * 2009-09-04 2010-06-23 张跃 一种建筑立柱
CN201874087U (zh) * 2010-12-07 2011-06-22 张跃 建筑钢结构系统
KR101056249B1 (ko) * 2011-03-07 2011-08-11 양현기 터널용 강재 라이닝 거푸집 이송용 보강구조물
CN202627314U (zh) * 2012-05-30 2012-12-26 远大可建科技有限公司 一种整体钢结构立柱
CN202627198U (zh) * 2012-05-30 2012-12-26 远大可建科技有限公司 一种新型钢结构系统
CN103046741A (zh) * 2012-12-13 2013-04-17 山东鲁帆集团有限公司 一种建筑用模块化楼板支撑
CN202990417U (zh) * 2012-12-13 2013-06-12 山东鲁帆集团有限公司 一种建筑用模块化楼板支撑

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101775840B (zh) * 2010-01-27 2011-12-07 江苏省电力设计院 适用于方钢管柱的梁柱节点

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN201512863U (zh) * 2009-09-04 2010-06-23 张跃 一种建筑立柱
CN201874087U (zh) * 2010-12-07 2011-06-22 张跃 建筑钢结构系统
KR101056249B1 (ko) * 2011-03-07 2011-08-11 양현기 터널용 강재 라이닝 거푸집 이송용 보강구조물
CN202627314U (zh) * 2012-05-30 2012-12-26 远大可建科技有限公司 一种整体钢结构立柱
CN202627198U (zh) * 2012-05-30 2012-12-26 远大可建科技有限公司 一种新型钢结构系统
CN103046741A (zh) * 2012-12-13 2013-04-17 山东鲁帆集团有限公司 一种建筑用模块化楼板支撑
CN202990417U (zh) * 2012-12-13 2013-06-12 山东鲁帆集团有限公司 一种建筑用模块化楼板支撑

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