CN113446296A - 一种建筑保温系统用自攻膨胀打结断热桥锚栓及安装方法 - Google Patents
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Abstract
一种建筑保温系统用自攻膨胀打结断热桥锚栓及安装方法,锚栓包括断热桥螺栓、锚固套件及一端同轴固接有自攻螺钉的内牙螺管;断热桥螺栓由锚固圆盘和螺杆组成,锚固圆盘同轴固设在螺杆一端,锚固套件套装在自攻螺钉的螺杆端,自攻螺钉的螺杆端与锚固套件进行膨胀打结配合;断热桥螺栓的螺杆与内牙螺管进行螺接紧固配合。锚栓的安装方法为:在基层墙体外粘贴保温板,将锚固套件套在自攻螺钉上,锚固套件随自攻螺钉插入钻孔内并达到锚固深度;旋拧断热桥螺栓的锚固圆盘,带动自攻螺钉旋转,自攻螺钉通过旋转逐渐拧入锚固套件,使锚固套件发生膨胀或打结并与基层墙体形成锚固连接,直到断热桥螺栓的锚固圆盘紧贴新保温板外表面。
Description
技术领域
本发明属于建筑保温技术领域,特别是涉及一种建筑保温系统用自攻膨胀打结断热桥锚栓及安装方法。
背景技术
建筑外保温系统作为建筑节能的重要组成部分,通常采用锚固件将保温板锚固于建筑结构上,其锚固件的断热桥性能和力学性能对保温系统的性能和安全至关重要。
对于传统的建筑保温系统,其多采用先施工完墙体、后粘锚保温板的施工方法,并且所采用的传统保温锚栓利用的是塑料套管的膨胀力,其仅能产生0.6KN的锚固拉拔力,对于空心砌块类基层墙体,其锚固拉拔力仅为0.3KN,因此经常造成保温板连带保温锚栓整体拔出脱落现象的发生,从而产生较大的安全隐患。
虽然在部分地区的新建建筑中已经禁止施工现场采用胶结剂或锚栓以及两种方式组合的外墙外保温系统施工工艺,但在大量的既有建筑改造中仍然需要这种常规的施工方法,尤其在对既有建筑的超低能耗或近零能耗建筑的改造中,而厚度超过200mm的保温板在粘锚过程中,如何既能保证锚固件的力学性能,又能保证锚固件的断热桥性能,成为了亟待解决的关键问题。
公告号为201820450507.0的中国专利申请,公开了一种断热桥锚栓,其采用非金属复合材料的塑包筋构造来阻断锚栓的热桥,通过螺栓紧固方式提升锚栓的拉拔力,该断热桥锚栓虽然提升了断热桥连接件的性能,但不适合用于采用胶结剂或锚栓以及两种方式组合的外墙外保温系统施工工艺。
发明内容
针对现有技术存在的问题,本发明提供一种建筑保温系统用自攻膨胀打结断热桥锚栓及安装方法,适用于空心砌块、蒸压加气混凝土、多孔砖砌体类基层外墙外保温系统粘锚结合的施工工艺,能够充分发挥金属膨胀锚固件可靠的锚固强度,通过断热桥螺栓与金属膨胀件的螺接可为保温板提供可靠的紧固力,并且实现保温锚栓的断热桥效果,其抗拉拔力远大于传统保温锚栓,可实现对大厚度保温板的可靠锚固。
为了实现上述目的,本发明采用如下技术方案:一种建筑保温系统用自攻膨胀打结断热桥锚栓,包括断热桥螺栓、锚固套件及一端同轴固接有自攻螺钉的内牙螺管;所述断热桥螺栓由锚固圆盘和螺杆组成,锚固圆盘同轴固设在螺杆一端,在螺杆外表面设有外螺纹;在所述内牙螺管的内表面设有内螺纹;所述锚固套件套装在自攻螺钉的螺杆端,自攻螺钉的螺杆端与锚固套件进行膨胀打结配合;所述断热桥螺栓的螺杆与内牙螺管进行螺接紧固配合。
所述自攻螺钉的螺帽端或钉身直接与内牙螺管焊接固连,或者自攻螺钉的螺帽端或钉身通过外牙螺管与内牙螺管进行螺接紧固配合,或者钉身带有外螺纹的自攻螺钉通过内外牙转接管与内牙螺管进行螺接紧固配合。
所述断热桥螺栓的材质为塑料,塑料中掺混有增强纤维或内嵌有纤维复合材料筋。
所述内牙螺管、外牙螺管、内外牙转接管及自攻螺钉的材质为金属。
所述锚固套件的材质为金属或塑料。
所述的建筑保温系统用自攻膨胀打结断热桥锚栓的安装方法,包括如下步骤:
步骤一:采用胶粘剂将新保温板粘贴于基层墙体外表面,或者粘贴于原有保温系统外表面,同时确定锚栓位置;
步骤二:在确定好的锚栓位置处,利用电钻从新保温板开始并垂直向着基层墙体打钻孔,直到基层墙体的钻孔深度达到断热桥锚栓的最小锚固深度;
步骤三:将锚固套件套在自攻螺钉上,然后将锚固套件随自攻螺钉插入钻孔内,直到锚固套件达到锚固深度;
步骤四:在钻孔外旋拧断热桥螺栓的锚固圆盘,以带动自攻螺钉旋转,自攻螺钉通过旋转会逐渐拧入锚固套件,使锚固套件发生膨胀或打结并与基层墙体形成锚固连接,直到断热桥螺栓的锚固圆盘紧贴新保温板外表面或嵌入新保温板外表面预定深度。
本发明的有益效果:
本发明的建筑保温系统用自攻膨胀打结断热桥锚栓及安装方法,适用于空心砌块、蒸压加气混凝土、多孔砖砌体类基层外墙外保温系统粘锚结合的施工工艺,能够充分发挥金属膨胀锚固件可靠的锚固强度,通过断热桥螺栓与金属膨胀件的螺接可为保温板提供可靠的紧固力,并且实现保温锚栓的断热桥效果,其抗拉拔力远大于传统保温锚栓,可实现对大厚度保温板的可靠锚固。
附图说明
图1为本发明的建筑保温系统用自攻膨胀打结断热桥锚栓(断热桥螺栓+内牙螺管+外牙螺管+自攻螺钉+锚固套件)的结构示意图(锚固套件为形式一);
图2为本发明的建筑保温系统用自攻膨胀打结断热桥锚栓(断热桥螺栓+内牙螺管+外牙螺管+自攻螺钉+锚固套件)的爆炸示图(锚固套件为形式一);
图3为本发明的建筑保温系统用自攻膨胀打结断热桥锚栓(断热桥螺栓+内牙螺管+自攻螺钉+锚固套件)的结构示意图(锚固套件为形式一);
图4为本发明的建筑保温系统用自攻膨胀打结断热桥锚栓(断热桥螺栓+内牙螺管+自攻螺钉+锚固套件)的爆炸示图(锚固套件为形式一);
图5为本发明的锚固套件(形式二)的结构示意图;
图6为本发明的锚固套件(形式三)的结构示意图;
图7为本发明的锚固套件(形式四)的结构示意图;
图8为本发明的内牙螺管、内外牙转接管及钉身带有外螺纹的自攻螺钉的装配体结构示意图;
图9为本发明的内牙螺管、内外牙转接管及钉身带有外螺纹的自攻螺钉的装配体爆炸示意图;
图10为本发明的建筑保温系统用自攻膨胀打结断热桥锚栓(断热桥螺栓+内牙螺管+外牙螺管+自攻螺钉+(形式二)锚固套件)的安装效果图(基层墙体+新保温板);
图11为本发明的建筑保温系统用自攻膨胀打结断热桥锚栓(断热桥螺栓+内牙螺管+外牙螺管+自攻螺钉+(形式三)锚固套件)的安装效果图(基层墙体+旧保温板+新保温板);
图12为本发明的建筑保温系统用自攻膨胀打结断热桥锚栓(断热桥螺栓+内牙螺管+自攻螺钉+(形式一)锚固套件)的安装效果图(基层墙体+新保温板);
图13为本发明的建筑保温系统用自攻膨胀打结断热桥锚栓(断热桥螺栓+内牙螺管+自攻螺钉+(形式一)锚固套件)的安装效果图(基层墙体+旧保温板+新保温板);
图中,1—断热桥螺栓,11—锚固圆盘,12—螺杆,2—内牙螺管,3—外牙螺管,4—自攻螺钉,41—内外牙转接管,5—锚固套件,6—胶粘剂,7—新保温板,8—基层墙体,9—旧保温板。
具体实施方式
下面结合附图和具体实施例对本发明做进一步的详细说明。
如图1~9所示,一种建筑保温系统用自攻膨胀打结断热桥锚栓,包括断热桥螺栓1、锚固套件5及一端同轴固接有自攻螺钉4的内牙螺管2;所述断热桥螺栓1由锚固圆盘11和螺杆12组成,锚固圆盘11同轴固设在螺杆12一端,在螺杆12外表面设有外螺纹;在所述内牙螺管2的内表面设有内螺纹;所述锚固套件5套装在自攻螺钉4的螺杆端,自攻螺钉4的螺杆端与锚固套件5进行膨胀打结配合;所述断热桥螺栓1的螺杆12与内牙螺管2进行螺接紧固配合。
所述自攻螺钉4的螺帽端或钉身直接与内牙螺管2焊接固连,或者自攻螺钉4的螺帽端或钉身通过外牙螺管3与内牙螺管2进行螺接紧固配合,或者钉身带有外螺纹的自攻螺钉4通过内外牙转接管41与内牙螺管2进行螺接紧固配合。
所述断热桥螺栓1的材质为塑料,塑料中掺混有增强纤维或内嵌有纤维复合材料筋。
所述内牙螺管2、外牙螺管3、内外牙转接管41及自攻螺钉4的材质为金属。
所述锚固套件5的材质为金属或塑料。
所述的建筑保温系统用自攻膨胀打结断热桥锚栓的安装方法,包括如下步骤:
步骤一:采用胶粘剂6将新保温板7粘贴于基层墙体8外表面,或者粘贴于旧保温板9外表面,同时确定锚栓位置;
步骤二:在确定好的锚栓位置处,利用电钻从新保温板7开始并垂直向着基层墙体8打钻孔,直到基层墙体的钻孔深度达到断热桥锚栓的最小锚固深度;本实施例中,电钻钻头的直径比内牙螺管2的直径大1mm;
步骤三:将锚固套件5套在自攻螺钉4上,然后将锚固套件5随自攻螺钉4插入钻孔内,直到锚固套件5达到锚固深度;
步骤四:在钻孔外旋拧断热桥螺栓1的锚固圆盘11,以带动自攻螺钉4旋转,自攻螺钉4通过旋转会逐渐拧入锚固套件5,使锚固套件5发生膨胀或打结并与基层墙体8形成锚固连接,直到断热桥螺栓1的锚固圆盘11紧贴新保温板7外表面或嵌入新保温板7外表面预定深度。
当自攻螺钉4的螺帽端或钉身通过外牙螺管3与内牙螺管2进行螺接紧固配合时,自攻膨胀打结断热桥锚栓的具体安装效果如图10、11所示。
当自攻螺钉4的螺帽端或钉身直接与内牙螺管2焊接固连时,自攻膨胀打结断热桥锚栓的具体安装效果如图12、13所示。
本实施例中,在将断热桥螺栓1的螺杆12插入钻孔之前,可以在新保温板7的外表面粘抹一层耐碱玻纤网格布或钢丝网,以增强新保温板7的锚固强度。此外,在断热桥螺栓1的锚固圆盘11内侧还可以嵌套一片扩压盘,用以增大锚固圆盘11的受力面积。
实施例中的方案并非用以限制本发明的专利保护范围,凡未脱离本发明所为的等效实施或变更,均包含于本案的专利范围中。
Claims (6)
1.一种建筑保温系统用自攻膨胀打结断热桥锚栓,其特征在于:包括断热桥螺栓、锚固套件及一端同轴固接有自攻螺钉的内牙螺管;所述断热桥螺栓由锚固圆盘和螺杆组成,锚固圆盘同轴固设在螺杆一端,在螺杆外表面设有外螺纹;在所述内牙螺管的内表面设有内螺纹;所述锚固套件套装在自攻螺钉的螺杆端,自攻螺钉的螺杆端与锚固套件进行膨胀打结配合;所述断热桥螺栓的螺杆与内牙螺管进行螺接紧固配合。
2.根据权利要求1所述的一种建筑保温系统用自攻膨胀打结断热桥锚栓,其特征在于:所述自攻螺钉的螺帽端或钉身直接与内牙螺管焊接固连,或者自攻螺钉的螺帽端或钉身通过外牙螺管与内牙螺管进行螺接紧固配合,或者钉身带有外螺纹的自攻螺钉通过内外牙转接管与内牙螺管进行螺接紧固配合。
3.根据权利要求1所述的一种建筑保温系统用自攻膨胀打结断热桥锚栓,其特征在于:所述断热桥螺栓的材质为塑料,塑料中掺混有增强纤维或内嵌有纤维复合材料筋。
4.根据权利要求2所述的一种建筑保温系统用自攻膨胀打结断热桥锚栓,其特征在于:所述内牙螺管、外牙螺管、内外牙转接管及自攻螺钉的材质为金属。
5.根据权利要求1所述的一种建筑保温系统用自攻膨胀打结断热桥锚栓,其特征在于:所述锚固套件的材质为金属或塑料。
6.权利要求1所述的建筑保温系统用自攻膨胀打结断热桥锚栓的安装方法,其特征在于包括如下步骤:
步骤一:采用胶粘剂将新保温板粘贴于基层墙体外表面,或者粘贴于原有保温系统外表面,同时确定锚栓位置;
步骤二:在确定好的锚栓位置处,利用电钻从新保温板开始并垂直向着基层墙体打钻孔,直到基层墙体的钻孔深度达到断热桥锚栓的最小锚固深度;
步骤三:将锚固套件套在自攻螺钉上,然后将锚固套件随自攻螺钉插入钻孔内,直到锚固套件达到锚固深度;
步骤四:在钻孔外旋拧断热桥螺栓的锚固圆盘,以带动自攻螺钉旋转,自攻螺钉通过旋转会逐渐拧入锚固套件,使锚固套件发生膨胀或打结并与基层墙体形成锚固连接,直到断热桥螺栓的锚固圆盘紧贴新保温板外表面或嵌入新保温板外表面预定深度。
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CN113863521A (zh) * | 2021-11-11 | 2021-12-31 | 大城县鑫源保温建材有限公司 | 一种新型建筑保温管线连接多功能断桥锚栓 |
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