CN104652906A - 减震钢结构 - Google Patents

减震钢结构 Download PDF

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Publication number
CN104652906A
CN104652906A CN201310611056.6A CN201310611056A CN104652906A CN 104652906 A CN104652906 A CN 104652906A CN 201310611056 A CN201310611056 A CN 201310611056A CN 104652906 A CN104652906 A CN 104652906A
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CN
China
Prior art keywords
column
prop
steel structure
damping steel
jack
Prior art date
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Pending
Application number
CN201310611056.6A
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English (en)
Inventor
胡艳
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Taizhou City Is With Abundant Energy Saving Door And Window Co Ltd
Original Assignee
Taizhou City Is With Abundant Energy Saving Door And Window Co Ltd
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.)
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Publication date
Application filed by Taizhou City Is With Abundant Energy Saving Door And Window Co Ltd filed Critical Taizhou City Is With Abundant Energy Saving Door And Window Co Ltd
Priority to CN201310611056.6A priority Critical patent/CN104652906A/zh
Publication of CN104652906A publication Critical patent/CN104652906A/zh
Pending legal-status Critical Current

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    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403—Connection details of the elongated load-supporting parts
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/62—Insulation or other protection; Elements or use of specified material therefor
    • E04B1/92—Protection against other undesired influences or dangers
    • E04B1/98—Protection against other undesired influences or dangers against vibrations or shocks; against mechanical destruction, e.g. by air-raids
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403—Connection details of the elongated load-supporting parts
    • E04B2001/2406—Connection nodes
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403—Connection details of the elongated load-supporting parts
    • E04B2001/2421—Socket type connectors
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403—Connection details of the elongated load-supporting parts
    • E04B2001/246—Post to post connections

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Environmental & Geological Engineering (AREA)
  • Vibration Prevention Devices (AREA)

Abstract

本发明公开了一种减震钢结构，包括钢制的立柱和钢制的楼板，所述立柱包括上柱和下柱，该上柱的下端设有插孔，该下柱的上端设有和该插孔相配的插柱，且该上柱和该下柱的接触处设置有木质减震垫圈，同时，该楼板焊接于该上柱的上部侧面。本发明具有的优点是：楼板上的震动较小。

Description

减震钢结构
技术领域
本发明涉及钢结构技术领域，尤其是涉及一种减震钢结构。
背景技术
目前，钢结构建筑已经广泛使用，其最具优势之处在于其整体性较强。但是，将钢结构建筑使用于震动相对较大的厂房等处，尤其是还需要在钢结构建筑内放置计算机等设备时，该钢结构所具有的整体性较强的优势即变为劣势，原因在于外界的震动毫无保留的传递至室内。
发明内容
本发明的目的是提供一种减震钢结构，它具有其楼板上的震动较小的特点。
本发明所采用的技术方案是：减震钢结构，包括钢制的立柱和钢制的楼板，所述立柱包括上柱和下柱，该上柱的下端设有插孔，该下柱的上端设有和该插孔相配的插柱，且该上柱和该下柱的接触处设置有木质减震垫圈，同时，该楼板焊接于该上柱的上部侧面。
所述插孔的横截面和该插柱的横截面均为正八边形。
所述木质减震垫圈为槐木材料制备。
本发明和现有技术相比所具有的优点是：楼板上的震动较小。本发明的减震钢结构的立柱分为连接在一起的上柱和下柱，且该上柱和下柱之间设有木质减震垫圈，从而地面的震动被该木质减震垫圈进行了较大程度的过滤，之后方可经过该上柱到达楼板，进而楼板受到的震动较小。
附图说明
下面结合附图和实施例对本发明进一步说明：
图1是本发明的实施例的主视剖视图；
图2是本发明的上柱的仰视图；
图3是本发明的下柱的俯视图。
图中：10、立柱，11、上柱，111、插孔，12、下柱，121、插柱；20、楼板；30、木质减震垫圈。
具体实施方式
实施例，见图1至图3所示：减震钢结构，包括钢制的立柱10和钢制的楼板20。更进一步的讲，该立柱10包括上柱11和下柱12。该上柱11的下端设有插孔111，该下柱12的上端设有和该插孔111相配的插柱121，且该上柱11和该下柱12的接触处设置有木质减震垫圈30。同时，该楼板20焊接于该上柱11的上部侧面。这样，该木质减震垫圈30有效过滤了该楼板20可能受到的震动，且该楼板20所焊接的位置不会影响该钢结构向上继续施工，即，形成楼房结构。
优化的：
该插孔111的横截面和该插柱121的横截面均为正八边形。当然，该插孔111的横截面指的是该插孔111的内腔的横截面。这样，避免了该上柱11和该下柱12之间产生旋转。
该木质减震垫圈30为槐木材料制备。这样，充分利用了槐木材料易得，且硬度和韧度适中的特点，从而使该减震钢结构的制备成本较低，且维修方便。
以上所述仅为本发明的优选实施例，并非因此限制本发明的专利范围，凡是利用本发明说明书及附图内容所作的等效结构或等效流程变换，或直接或间接运用在其他相关的技术领域，均同理包括在本发明的专利保护范围内。

Claims (3)

1.减震钢结构，包括钢制的立柱(10)和钢制的楼板(20)，其特征在于：所述立柱(10)包括上柱(11)和下柱(12)，该上柱(11)的下端设有插孔(111)，该下柱(12)的上端设有和该插孔(111)相配的插柱(121)，且该上柱(11)和该下柱(12)的接触处设置有木质减震垫圈(30)，同时，该楼板(20)焊接于该上柱(11)的上部侧面。
2.根据权利要求1所述的减震钢结构，其特征在于：所述插孔(111)的横截面和该插柱(121)的横截面均为正八边形。
3.根据权利要求1或2所述的减震钢结构，其特征在于：所述木质减震垫圈(30)为槐木材料制备。
CN201310611056.6A 2013-11-19 2013-11-19 减震钢结构 Pending CN104652906A (zh)

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Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109113175A (zh) * 2018-08-29 2019-01-01 滨州学院 钢结构系统
CN109183989A (zh) * 2018-11-06 2019-01-11 南通耀艺建设工程有限公司 快速安装的钢结构厂房
CN109518806A (zh) * 2018-11-08 2019-03-26 山东经典重工集团股份有限公司 一种钢结构模块化连接接头
CN110295669A (zh) * 2019-07-18 2019-10-01 厦门东翔工程设计有限公司 一种钢筋混凝土结构及加固方法
WO2020140921A1 (zh) * 2019-01-04 2020-07-09 江洪 一种新型防震建筑

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109113175A (zh) * 2018-08-29 2019-01-01 滨州学院 钢结构系统
CN109183989A (zh) * 2018-11-06 2019-01-11 南通耀艺建设工程有限公司 快速安装的钢结构厂房
CN109518806A (zh) * 2018-11-08 2019-03-26 山东经典重工集团股份有限公司 一种钢结构模块化连接接头
WO2020140921A1 (zh) * 2019-01-04 2020-07-09 江洪 一种新型防震建筑
CN110295669A (zh) * 2019-07-18 2019-10-01 厦门东翔工程设计有限公司 一种钢筋混凝土结构及加固方法

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