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ES2146562T1 - Columna compuesta de acero/hormigon. - Google Patents

Columna compuesta de acero/hormigon.

Info

Publication number
ES2146562T1
ES2146562T1 ES98921306T ES98921306T ES2146562T1 ES 2146562 T1 ES2146562 T1 ES 2146562T1 ES 98921306 T ES98921306 T ES 98921306T ES 98921306 T ES98921306 T ES 98921306T ES 2146562 T1 ES2146562 T1 ES 2146562T1
Authority
ES
Spain
Prior art keywords
steel
column
concrete
flange plates
composite
Prior art date
Legal status (The legal status 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 status listed.)
Pending
Application number
ES98921306T
Other languages
English (en)
Inventor
Richard Vincent
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.)
Canam Manac Group Inc
Original Assignee
Canam Manac Group Inc
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 Canam Manac Group Inc filed Critical Canam Manac Group Inc
Publication of ES2146562T1 publication Critical patent/ES2146562T1/es
Pending legal-status Critical Current

Links

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
    • E04C3/34—Columns; Pillars; Struts of concrete other stone-like material, with or without permanent form elements, with or without internal or external reinforcement, e.g. metal coverings

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Rod-Shaped Construction Members (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)

Abstract

La columna compuesta de acero/cemento (2) consta de un montaje de acero en forma de H que se extiende longitudinalmente (4) que tiene un par de placas de paralelas (6) y una placa de red (8) que conecta las placas de refuerzo y que definen dos espacios opuestos en forma de canal (10). Varias barras de amarre transversal de separación de espacio (12) se disponen a lo largo del montaje de acero en cada lado de la placa de red para conectar las placas de refuerzo. Una masa de cemento (14) rellena los espacios en forma de canales. La columna de acero y cemento se caracteriza porque la relación del área de la sección transversal del ensamblaje de acero con respecto al área de la superficie total de la columna compuesta de acero/cemento es menor del 9%, preferiblemente de 2% al 5%. La columna se utiliza principalmente para edificios de gran altura de acero estructural que tiene la ventaja de la prefabricación en taller que resulta más rápida que la fabricación en el sitio. La columna muestra unarelación acero a cemento muy reducida comparado con las columnas compuestas anteriores, por tanto reduce grandemente los costes de producción y el tamaño de la columna y también reduce grandemente su tiempo de construcción.
ES98921306T 1997-05-15 1998-05-14 Columna compuesta de acero/hormigon. Pending ES2146562T1 (es)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CA002206830A CA2206830A1 (en) 1997-05-15 1997-05-15 High rise steel column

Publications (1)

Publication Number Publication Date
ES2146562T1 true ES2146562T1 (es) 2000-08-16

Family

ID=4160804

Family Applications (1)

Application Number Title Priority Date Filing Date
ES98921306T Pending ES2146562T1 (es) 1997-05-15 1998-05-14 Columna compuesta de acero/hormigon.

Country Status (13)

Country Link
US (1) US6061992A (es)
EP (1) EP0996795B1 (es)
JP (1) JP2001525022A (es)
KR (1) KR20010012496A (es)
CN (1) CN1103848C (es)
AT (1) ATE207565T1 (es)
AU (1) AU7421798A (es)
BR (1) BR9808734A (es)
CA (1) CA2206830A1 (es)
DE (2) DE996795T1 (es)
ES (1) ES2146562T1 (es)
TR (1) TR199902779T2 (es)
WO (1) WO1998051883A1 (es)

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CN103233552A (zh) * 2013-04-27 2013-08-07 江苏沪宁钢机股份有限公司 一种巨型田字形箱型厚板柱及其制作方法
CN103452243A (zh) * 2013-09-16 2013-12-18 南京工业大学 钢骨腹板开四边形孔洞的十字形截面钢骨混凝土异形柱
CN103526882B (zh) * 2013-10-31 2015-08-19 中国航空规划建设发展有限公司 一种装配式框架无牛腿长柱及其施工方法
CN103938797B (zh) * 2014-04-04 2017-01-18 北京工业大学 免拆高性能水泥砂浆模板保温再生混凝土矩形柱及作法
CN103967211B (zh) * 2014-04-12 2016-10-05 北京工业大学 免拆高性能水泥砂浆模板保温再生混凝土t形柱及作法
CN105178511B (zh) * 2015-08-10 2017-12-22 河海大学 型钢翼缘削弱再生混凝土抗震耗能组合柱及其制作方法
CN105350721A (zh) * 2015-10-28 2016-02-24 昆明理工大学 一种带圆孔的空腹式型钢钢骨的制作方法及其应用
CN105401694A (zh) * 2015-10-28 2016-03-16 昆明理工大学 一种带圆孔的桁架式钢骨的制作方法及其应用
CN105780968B (zh) * 2016-03-15 2018-09-14 兰州理工大学 适用于高烈度地区高层/超高层建筑的钢板剪力墙结构
JP6883098B2 (ja) * 2016-10-14 2021-06-09 アルセロールミッタルＡｒｃｅｌｏｒＭｉｔｔａｌ 鉄骨鉄筋コンクリート柱
CN106996162B (zh) * 2017-05-04 2019-03-22 浙江绿筑集成科技有限公司 一种内填混凝土凸出型部分组合构件的制备方法
CN107035068A (zh) * 2017-05-04 2017-08-11 浙江绿筑集成科技有限公司 一种部分组合预制柱的拼接方法
CN107620429A (zh) * 2017-10-27 2018-01-23 北京善筑科技股份有限公司 一种方钢管组合异形柱及其结构体系
TWM565222U (zh) * 2018-03-26 2018-08-11 潤弘精密工程事業股份有限公司 梁柱接頭結構
CN109695315A (zh) * 2019-02-02 2019-04-30 河北工业大学 一种装配式钢管束预应力混凝土组合梁及其施工方法
CN109914612A (zh) * 2019-04-12 2019-06-21 西安建筑科技大学 一种pec柱弱轴方向的分段连接节点及其施工方法
CN111305470A (zh) * 2020-02-24 2020-06-19 中国建筑第二工程局有限公司 一种超高层首节空腹式几何体型钢混凝土柱施工工法
CN111255159A (zh) * 2020-03-02 2020-06-09 长安大学 一种部分填充超高韧性水泥基复合材料的薄壁钢组合柱
CN115450377A (zh) * 2022-10-19 2022-12-09 西安建筑科技大学 一种冷弯薄壁h形钢-聚丙烯系杆pec柱

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Also Published As

Publication number Publication date
BR9808734A (pt) 2000-07-11
US6061992A (en) 2000-05-16
DE996795T1 (de) 2000-11-02
AU7421798A (en) 1998-12-08
EP0996795A1 (en) 2000-05-03
CN1103848C (zh) 2003-03-26
CA2206830A1 (en) 1998-11-15
EP0996795B1 (en) 2001-10-24
ATE207565T1 (de) 2001-11-15
WO1998051883A1 (en) 1998-11-19
KR20010012496A (ko) 2001-02-15
CN1256735A (zh) 2000-06-14
DE69802193T2 (de) 2002-07-04
DE69802193D1 (de) 2001-11-29
JP2001525022A (ja) 2001-12-04
TR199902779T2 (xx) 2000-01-21

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