CN2915992Y - 建筑用空心砌块 - Google Patents

建筑用空心砌块 Download PDF

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Publication number
CN2915992Y
CN2915992Y CN 200620051096 CN200620051096U CN2915992Y CN 2915992 Y CN2915992 Y CN 2915992Y CN 200620051096 CN200620051096 CN 200620051096 CN 200620051096 U CN200620051096 U CN 200620051096U CN 2915992 Y CN2915992 Y CN 2915992Y
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building
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吴方伯
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Abstract

本实用新型公开了建筑用空心砌块，由顶板、两支撑腿组成，顶板受两支撑腿支撑，两支撑腿之间设有加强肋，顶板、两支撑腿、加强肋为周边形成砌块空间，所述的顶板上设有两条或多条凸肋。条形肋对上层两支撑腿起限位作用，防止外墙渗漏水向内墙渗漏，布置管线、配置纵向钢筋可在两条形凸肋之间的凹槽内进行，不需穿越砌块空间，非常方便；两条形凸肋之间的凹槽，加大了上下层空心砌块间缝隙，不会产生毛细管作用，上下层空心砌块间的渗漏水不向内墙渗漏。

Description

建筑用空心砌块
技术领域：
本实用新型涉及建筑施工领域，具体指建筑用空心砌块。
背景技术：
建筑用空心砌块比建筑用实心砌块耗料少、砌块重量轻，目前常用的建筑用空心砌块(专利号：200420035696.3)由顶板、两支撑腿组成，顶板受两支撑腿支撑，两支撑腿之间设有加强肋，顶板上设置有凸台，凸台两侧设有低于凸台的条形缺口，条形缺口的宽度与两支撑腿的宽度相适应，凸台宽度与砌块内空腔宽度相适应。顶板、两支撑腿、加强肋为周边形成砌块空间，这种空心砌块在砌成墙体时，有如下缺陷：1，空心砌块砌块空间内布置、穿越管线不方便；2，加强肋与下层凸台接触缝隙小，有毛细管作用，上下层空心砌块间的渗漏水易向内墙渗漏；3，不便于在砌块上配置纵向钢筋。
发明内容：
本实用新型的目的在于提供一种布置、穿越管线方便，在砌块上便于配置纵向钢筋，上下层空心砌块间接触缝隙大，不会有毛细管作用，上下层空心砌块间的渗漏水易不会向内墙渗漏的建筑用空心砌块。
本实用新型目的是这样来实现的，该建筑用空心砌块，由顶板、两支撑腿组成，顶板受两支撑腿支撑，两支撑腿之间设有加强肋，顶板、两支撑腿、加强肋为周边形成砌块空间，所述的顶板上设有两条或多条凸肋。
由于该建筑用空心砌块的顶板上设有两条或多条凸肋，条形肋对上层两支撑腿起限位作用，防止外墙渗漏水向内墙渗漏，布置管线、配置纵向钢筋可在两条形凸肋之间的凹槽内进行，不需穿越砌块空间，非常方便；两条形凸肋之间的凹槽，加大了上下层空心砌块间缝隙，不会产生毛细管作用，上下层空心砌块间的渗漏水不向内墙渗漏。
附图说明：
图1为空心砌块结构示意图
图2为空心砌块另一实施例
图3为图1砌块砌成墙体结构示意图
图4为图2砌块砌成墙体结构示意图
图5为空心砌块另一实施例
图6为空心砌块另一实施例
图7为空心砌块另一实施例
具体实施方式：
参考图1——图7，该建筑用空心砌块，由顶板4、两支撑腿3组成，顶板4受两支撑腿3支撑，两支撑腿3之间设有加强肋6，顶板4、两支撑腿3、加强肋6为周边形成砌块空间5，所述的顶板4上设有条形凸肋1，条形缺口11的宽度与两支撑腿3的宽度相适应，条形凸肋1对上层两支撑腿3起限位作用，还可防止外墙渗漏水向内墙渗漏，布置管线可在两条形凸肋1之间的凹槽2内进行，不需穿越砌块空间5，非常方便，凹槽2内也便于置放钢筋7，浇注混凝土，增强墙体整体性；两条形肋1之间的凹槽2，加大了上下层空心砌块间缝隙9，上下层空心砌块间不会产生毛细管作用，空心砌块间的渗漏水也不向内墙渗漏。凸块10增强了顶板4抗剪、抗弯承载力。
这种砌块适合墙体干砌，(1)先将底层砌块用混凝土固定在基脚上，(2)然后将上层砌块置放在下层砌块的加强肋6或顶板4上，拼装成墙体，(3)再在上层砌块与下层砌块的横向缺口8和竖向接缝中涂抹或喷射、挤压砂浆(或粘结材料)填平，砂浆干后形成砂浆层，砌成墙体。

Claims (1)

1，建筑用空心砌块，由顶板、两支撑腿组成，顶板受两支撑腿支撑，两支撑腿之间设有加强肋，顶板、两支撑腿、加强肋为周边形成砌块空间，其特征在于：所述的顶板上设有两条或多条凸肋。
CN 200620051096 2006-05-24 2006-05-24 建筑用空心砌块 Expired - Fee Related CN2915992Y (zh)

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Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101848797A (zh) * 2007-11-08 2010-09-29 吉斯通护岸系统股份有限公司 带有重量承载垫的墙块及生产墙块的方法
CN101979797A (zh) * 2010-10-26 2011-02-23 吴方伯 建筑用空心砌块
CN102031844A (zh) * 2011-01-07 2011-04-27 吴方伯 建筑用空心砌块
CN102168466A (zh) * 2010-11-25 2011-08-31 吴方伯 建筑用空心砌块
CN102174842A (zh) * 2011-03-24 2011-09-07 湖南省第四工程有限公司 建筑用空心砌块
CN102174841A (zh) * 2011-03-24 2011-09-07 湖南省第四工程有限公司 建筑用空心砌块

Cited By (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101848797A (zh) * 2007-11-08 2010-09-29 吉斯通护岸系统股份有限公司 带有重量承载垫的墙块及生产墙块的方法
US8800235B2 (en) 2007-11-08 2014-08-12 Keystone Retaining Wall Systems Llc Wall block with weight bearing pads and method of producing wall blocks
US9580881B2 (en) 2007-11-08 2017-02-28 Keystone Retaining Wall Systems Llc Retaining wall containing wall blocks with weight bearing pads
US10519656B2 (en) 2007-11-08 2019-12-31 Keystone Retaining Wall Systems Llc Retaining wall containing wall blocks with weight bearing pads
US11401714B2 (en) 2007-11-08 2022-08-02 Keystone Retaining Wall Systems, Llc Retaining wall containing wall blocks with weight bearing pads
CN101979797A (zh) * 2010-10-26 2011-02-23 吴方伯 建筑用空心砌块
CN102168466A (zh) * 2010-11-25 2011-08-31 吴方伯 建筑用空心砌块
CN102031844A (zh) * 2011-01-07 2011-04-27 吴方伯 建筑用空心砌块
CN102174842A (zh) * 2011-03-24 2011-09-07 湖南省第四工程有限公司 建筑用空心砌块
CN102174841A (zh) * 2011-03-24 2011-09-07 湖南省第四工程有限公司 建筑用空心砌块

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Address before: Hunan province221116 Changsha Hunan University Institute of structure engineering, Lushan Road: 410082

Patentee before: Wu Fangbo

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