CN203603365U - 一种六边形建筑承重梁 - Google Patents

一种六边形建筑承重梁 Download PDF

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Publication number
CN203603365U
CN203603365U CN201320823363.6U CN201320823363U CN203603365U CN 203603365 U CN203603365 U CN 203603365U CN 201320823363 U CN201320823363 U CN 201320823363U CN 203603365 U CN203603365 U CN 203603365U
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coaming plate
plate
welded
bearing beam
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田玲
郝兆升
李占超
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Abstract

一种六边形建筑承重梁,属于建筑材料制造技术领域,采用上围板、下围板、右围板和左围板构成,上围板为平面板,下围板的左右两边向上折弯30度,右围板的下边向左折弯60度,左围板的下边向右折弯60度,上围板、下围板、右围板和左围板连接成管状体,上围板和下围板之间连接有加强板。加工时,先将加强板焊接在下围板上,再将右围板和左围板折弯处焊接在下围板折弯处,将上围板焊接在右围板和左围板上,最后将加强板前后两端与上围板进行焊接。本实用新型加工操作方便,承重效果较好,并且节省钢材。

Description

一种六边形建筑承重梁
技术领域
本实用新型属于建筑材料制造技术领域,是一种承重梁。 
背景技术
建筑承重梁一般采用工字梁或管状梁,工字梁消耗钢材量大,管状梁分为圆管梁和方管梁,圆管梁承重效果较好,但加工复杂,而方管梁承重效果较差。 
发明内容
本实用新型要解决的技术问题是提供一种有较好承重效果的六边形建筑承重梁,本实用新型解决技术问题的方案是采用上围板、下围板、右围板和左围板构成六边形建筑承重梁,上围板为平面板,下围板的左右两边向上折弯30度,右围板的下边向左折弯60度,左围板的下边向右折弯60度,上围板、下围板、右围板和左围板连接成管状体,上围板和下围板之间连接有加强板。加工时,先将加强板焊接在下围板上,再将右围板和左围板折弯处焊接在下围板折弯处,将上围板焊接在右围板和左围板上,最后将加强板前后两端与上围板进行焊接,本实用新型加工操作方便,承重效果较好,并且节省钢材。 
附图说明: 
附图1为本实用新型截面剖视图。
具体实施方式: 
本实用新型由上围板1、下围板2、右围板3和左围板4构成,上围板1为平面板,下围板2的左右两边向上折弯30度,右围板3的下边向左折弯60度,左围板4的下边向右折弯60度,上围板1、下围板2、右围板3和左围板4连接成管状体,上围板1和下围板2之间连接有加强板5。

Claims (1)

1.一种六边形建筑承重梁,其特征在于:它由上围板、下围板、右围板和左围板构成,上围板为平面板,下围板的左右两边向上折弯30度,右围板的下边向左折弯60度,左围板的下边向右折弯60度,上围板、下围板、右围板和左围板连接成管状体,上围板和下围板之间连接有加强板。
CN201320823363.6U 2013-12-10 2013-12-10 一种六边形建筑承重梁 Expired - Fee Related CN203603365U (zh)

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CN201320823363.6U CN203603365U (zh) 2013-12-10 2013-12-10 一种六边形建筑承重梁

Applications Claiming Priority (1)

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CN201320823363.6U CN203603365U (zh) 2013-12-10 2013-12-10 一种六边形建筑承重梁

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CN203603365U true CN203603365U (zh) 2014-05-21

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Granted publication date: 20140521

Termination date: 20141210

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