CN115354772A - 一种组合式仿古砖墙结构体系设计与施工方法 - Google Patents
一种组合式仿古砖墙结构体系设计与施工方法 Download PDFInfo
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Abstract
本发明公开一种组合式仿古砖墙结构体系设计与施工方法,包括墙体,上梁、上梁两侧的梁柱和墙体底部的基础,所述墙体与上梁和梁柱之间、墙体与基础之间采用高粘度瓷砖粘结剂粘结,所述墙体外砌筑有若干加气混凝土砌块,所述加气混凝土砌块外通过高粘度瓷砖粘结剂粘结有仿古砖,相邻加气混凝土砌块的砖缝之前预埋有拉结钢筋,所述拉结钢筋包括固定拉结钢筋和旋转拉结钢筋,本发明在保证节能环保的前提下满足仿古要求,同时仿古砖与加气混凝土块墙体采用固定拉结钢筋或旋转拉结钢筋连接,满足了2种状态下的施工要求,操作环节少,可操作性强,保证组合体系的稳定性、整体性。
Description
技术领域
本发明涉及建筑施工领域,尤其涉及一种组合式仿古砖墙结构体系设计与施工方法。
背景技术
近年来仿古建筑越来越多,古建筑物的凝重、古朴与质感是仿古建筑需要达到的目的。青砖瓦屋建筑传承了中国的古老文化和砌筑风格,被仿古建筑所推崇。
在改造与新建古建筑,复原明清风貌的施工项目中,青砖外立面装饰越来越受欢迎。但是砖较薄,砌筑后立体感不强,且不能满足保温效果。让仿古保温墙施工成为了亟待解决的问题。
房屋建筑施工过程中产生大量的钢筋废料,这些废料不加以利用,将造成资源的浪费。
发明内容
本发明目的在于针对现有技术的不足,提供一种组合式仿古砖墙结构体系设计与施工方法。
本发明解决上述技术问题采用的技术方案为:一种组合式仿古砖墙结构体系设计,包括墙体,上梁、上梁两侧的梁柱和墙体底部的基础,所述墙体与上梁和梁柱之间、墙体与基础之间采用高粘度瓷砖粘结剂粘结,所述墙体外砌筑有若干加气混凝土砌块,所述加气混凝土砌块外通过高粘度瓷砖粘结剂粘结有仿古砖,相邻加气混凝土砌块的砖缝之前预埋有拉结钢筋,所述拉结钢筋包括固定拉结钢筋和旋转拉结钢筋。
优选地,所述基础采用混凝土现浇形式成型,在基础内间隔1m预埋20cm长Φ6mm钢筋。
优选地,所述上梁和梁柱通过绑扎钢筋并浇筑混凝土成型,绑扎钢筋过程中在上梁底部以上10cm处间隔1m设置20cm长Φ6mm钢筋,在梁柱竖向间隔0.4m钻孔埋入Φ6mm钢筋,并做抗拉拔试验。
优选地,所述固定拉结钢筋包括横向拉结筋和竖向拉结筋,所述竖向拉结筋在墙体内部横向间隔1m设置,横向拉结筋采用Φ6mm钢筋,在竖向拉结筋上纵向间隔0.4m设置。
优选地,所述旋转拉结钢筋呈Z字型,通过转动旋转拉结钢筋以定位加气混凝土砌块的砌筑位置。
优选地,所述旋转拉结钢筋采用废旧Φ6mm钢筋切割、折弯、焊接而成。
一种施工方法,包括如下步骤:
S1、在基础施工时在合适位置间隔1m设置一个长0.2m预留钢筋头;
S2、房屋上梁和梁柱混凝土同时绑扎钢筋并浇筑混凝土,绑扎钢筋过程中在上梁底部以上10cm处间隔1m设置20cm长Φ6mm钢筋。待混凝土强度达到设计强度后在梁柱竖向间隔0.4m钻孔埋入Φ6mm钢筋;
S3、主体结构完工并经验收合格后开始加气混凝土砌块施工,砌筑第一层加气混凝土砌块时固定第一层横向拉结筋并与竖向拉结筋焊接,加气混凝土砌块下预埋15cm长钢筋,外部悬挑5cm长;
S4、依次进行加气混凝土砌块砌筑,每砌筑两层加气混凝土砌块在上部预埋一根横向拉结筋,依次重复施工;
S5、加气混凝土砌块砌筑完成后在外侧分层砌筑仿古砖,先在加气混凝土砌块上涂覆一层高粘度瓷砖粘结剂,在仿古砖背面涂第二层高粘度瓷砖粘结剂,使用橡胶锤将仿古砖拍实,重复以上步骤直至墙面主体全部贴完。
与现有技术相比,本发明的有益效果为:
1、通过本发明的组合体系兼顾仿古及保温特点,在保证节能环保的前提下满足仿古要求。
2、结合本发明的组合体系发明了新的连接方法:仿古砖与加气混凝土块墙体采用固定拉结钢筋或旋转拉结钢筋连接,满足了2种状态下的施工要求,操作环节少,可操作性强,保证组合体系的稳定性、整体性。
3、本发明的预埋件都是利用工程施工中产生的废料制作而成,解决了废料的再利用,避免了资源的浪费。
附图说明
附图用来提供对本发明的进一步理解,并且构成说明书的一部分,与本发明的实施例一起用于解释本发明,并不构成对本发明的限制。在附图中:
图 1 为本发明钢筋布置图;
图2 为本发明内部剖面图;
图3为本发明旋转拉结钢筋示意图。
图中:1、墙体,2、上梁,3、梁柱,4、基础,5、加气混凝土砌块,6、仿古砖。
具体实施方式
下面通过附图对本发明技术方案进行详细说明,但是本发明的保护范围不局限于所述实施例。
请参考图1至图3,一种组合式仿古砖墙结构体系设计,包括墙体1,上梁2、上梁2两侧的梁柱3和墙体1底部的基础4,所述墙体1与上梁2和梁柱3之间、墙体1与基础4之间采用1cm厚高粘度瓷砖粘结剂粘结,所述墙体1外砌筑有若干加气混凝土砌块5,所述加气混凝土砌块5外通过1cm厚高粘度瓷砖粘结剂粘结有仿古砖6,增大二者之间的整体性,防止出现界面分离的情况,相邻加气混凝土砌块5的砖缝之前预埋有拉结钢筋,所述拉结钢筋包括固定拉结钢筋和旋转拉结钢筋,适用于两种施工条件。
基础4采用混凝土现浇形式成型,整体性强,钢筋绑扎过程中由测量人员放线校核,在基础4内间隔1m预埋20cm长Φ6mm钢筋,上梁2和梁柱3通过绑扎钢筋并浇筑混凝土成型,绑扎钢筋过程中在上梁2底部以上10cm处间隔1m设置20cm长Φ6mm钢筋,在梁柱3竖向间隔0.4m钻孔埋入Φ6mm钢筋,并做抗拉拔试验,此外本发明的固定拉结钢筋包括横向拉结筋和竖向拉结筋,所述竖向拉结筋在墙体1内部横向间隔1m设置,横向拉结筋采用Φ6mm钢筋,在竖向拉结筋上纵向间隔0.4m设置,所述的固定拉结钢筋预埋于粘结砂浆接缝内部,形成一个钢筋拉结体系,通过粘结砂浆形成一个整体稳定性墙面。
旋转拉结钢筋设计中,所述的预埋旋转拉结钢筋采用“Z”型可旋转的固定模式;通过转董旋转拉结钢筋以定位仿古砖6砌筑位置,确保不规则点位砌筑质量,达到仿古砖6定位与加气混凝土砌块5与仿古砖6粘结的作用,旋转拉结钢筋采用废旧Φ6mm钢筋切割、折弯、焊接而成,材料易得,制作简单
本发明的热惰性指标为D:D=R·S。热惰性指标取决于材料本身的热阻R和蓄热系数S。多层材料的热惰性指标由各层材料热惰性指标相加而得,故D=Σ(R·S)。
传热系数K=1/(0.15+∑R);夏热冬冷地区外墙主体部位传热系数地修正系数ψ=1.10;考虑线性热桥后K=1.10/(0.15+∑R)。
根据《公共建筑节能设计标准》(GB50189-2015)第3.3.1条夏热冬冷地区D≤2.5时K≤0.60;D>2.5时K≤0.80。
加气混凝土砌块5外加仿古砖6的结构体系,按照上述计算公式,在满足所在区域对外墙保温要求的前提下,确定加气混凝土砌块5和仿古砖6组合式砖墙中,加气混凝土砌块5和仿古砖6的各自厚度,实现既保温有仿古的要求。
本发明的施工方法如下。
S1、在基础4施工时在合适位置间隔1m设置一个长0.2m预留钢筋头;
S2、房屋上梁2和梁柱3混凝土同时绑扎钢筋并浇筑混凝土,绑扎钢筋过程中在上梁2底部以上10cm处间隔1m设置20cm长Φ6mm钢筋。待混凝土强度达到设计强度后在梁柱3竖向间隔0.4m钻孔埋入Φ6mm钢筋;
S3、主体结构完工并经验收合格后开始加气混凝土砌块5施工,砌筑第一层加气混凝土砌块5时固定第一层横向拉结筋并与竖向拉结筋焊接,加气混凝土砌块5下预埋15cm长钢筋,外部悬挑5cm长,若遇到不规则墙面施工应在仿古砖6上部合适位置钻孔,将事先制作好的旋转拉结钢筋插入孔内,通过旋转确定砌筑点位固定后进行施工,若旋转拉结钢筋与固定预埋筋冲突时应切割固定筋;
S4、依次进行加气混凝土砌块5砌筑,每砌筑两层加气混凝土砌块5在上部预埋一根横向拉结筋,依次重复施工;
S5、加气混凝土砌块5砌筑完成后在外侧分层砌筑仿古砖6,先在加气混凝土砌块5上涂覆一层高粘度瓷砖粘结剂,在仿古砖6背面涂第二层高粘度瓷砖粘结剂,使用橡胶锤将仿古砖6拍实,重复以上步骤直至墙面主体全部贴完。
如上,尽管参照特定的优选实施例已经表示和表述了本发明,但其不得解释为对本发明自身的限制。在不脱离所附权利要求定义的本发明的精神和范围前提下,可对其在形式上和细节上作出各种变化。
Claims (7)
1.一种组合式仿古砖墙结构体系设计与施工方法,其特征在于,包括墙体,上梁、上梁两侧的梁柱和墙体底部的基础,所述墙体与上梁和梁柱之间、墙体与基础之间采用高粘度瓷砖粘结剂粘结,所述墙体外砌筑有若干加气混凝土砌块,所述加气混凝土砌块外通过高粘度瓷砖粘结剂粘结有仿古砖,相邻加气混凝土砌块的砖缝之前预埋有拉结钢筋,所述拉结钢筋包括固定拉结钢筋和旋转拉结钢筋。
2.根据权利要求1所述的一种组合式仿古砖墙结构体系设计,其特征在于,所述基础采用混凝土现浇形式成型,在基础内间隔1m预埋20cm长Φ6mm钢筋。
3.根据权利要求2所述的一种组合式仿古砖墙结构体系设计,其特征在于,所述上梁和梁柱通过绑扎钢筋并浇筑混凝土成型,绑扎钢筋过程中在上梁底部以上10cm处间隔1m设置20cm长Φ6mm钢筋,在梁柱竖向间隔0.4m钻孔埋入Φ6mm钢筋,并做抗拉拔试验。
4.根据权利要求2所述的一种组合式仿古砖墙结构体系设计,其特征在于,所述固定拉结钢筋包括横向拉结筋和竖向拉结筋,所述竖向拉结筋在墙体内部横向间隔1m设置,横向拉结筋采用Φ6mm钢筋,在竖向拉结筋上纵向间隔0.4m设置。
5.根据权利要求2所述的一种组合式仿古砖墙结构体系设计,其特征在于,所述旋转拉结钢筋呈Z字型,通过转动旋转拉结钢筋以定位加气混凝土砌块的砌筑位置。
6.根据权利要求5 所述的一种组合式仿古砖墙结构体系设计,其特征在于,所述旋转拉结钢筋采用废旧Φ6mm钢筋切割、折弯、焊接而成。
7.一种施工方法,包括上述权利要求1-6任一权利要求所述的一种组合式仿古砖墙结构体系设计,其特征在于,包括如下步骤:
S1、在基础施工时在合适位置间隔1m设置一个长0.2m预留钢筋头;
S2、房屋上梁和梁柱混凝土同时绑扎钢筋并浇筑混凝土,绑扎钢筋过程中在上梁底部以上10cm处间隔1m设置20cm长Φ6mm钢筋,
待混凝土强度达到设计强度后在梁柱竖向间隔0.4m钻孔埋入Φ6mm钢筋;
S3、主体结构完工并经验收合格后开始加气混凝土砌块施工,砌筑第一层加气混凝土砌块时固定第一层横向拉结筋并与竖向拉结筋焊接,加气混凝土砌块下预埋15cm长钢筋,外部悬挑5cm长;
S4、依次进行加气混凝土砌块砌筑,每砌筑两层加气混凝土砌块在上部预埋一根横向拉结筋,依次重复施工;
S5、加气混凝土砌块砌筑完成后在外侧分层砌筑仿古砖,先在加气混凝土砌块上涂覆一层高粘度瓷砖粘结剂,在仿古砖背面涂第二层高粘度瓷砖粘结剂,使用橡胶锤将仿古砖拍实,重复以上步骤直至墙面主体全部贴完。
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