CN207048118U - 一种双钢板组合剪力墙 - Google Patents

一种双钢板组合剪力墙 Download PDF

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CN207048118U
CN207048118U CN201720760079.7U CN201720760079U CN207048118U CN 207048118 U CN207048118 U CN 207048118U CN 201720760079 U CN201720760079 U CN 201720760079U CN 207048118 U CN207048118 U CN 207048118U
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steel plate
shear wall
screw sleeve
nut
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徐国军
杨宇焜
卞宗舒
余清江
常康辉
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Zhejiang Green Building Integration Technology Co Ltd
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Zhejiang Green Building Integration Technology Co Ltd
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Abstract

本实用新型涉及建筑领域，特指一种双钢板组合剪力墙，包括外侧钢板、对拉螺杆、螺杆套管，所述外侧钢板上开设有若干分布均匀的通孔，两块外侧钢板之间的通孔互相一一对应，所述对拉螺杆的两端从两块外侧钢板的通孔中穿设而过，对拉螺杆外套设有垂直于外侧钢板的螺杆套管，所述螺杆套管为Ω结构。采用上述方案后，提高了墙体浇筑的精度。

Description

一种双钢板组合剪力墙
技术领域
本实用新型涉及建筑领域，特指一种双钢板组合剪力墙。
背景技术
我国在大力推进传统建筑向工业化建筑转型。传统建筑中，绝大部分的工作需在施工现场完成，施工周期长、环境污染严重、堆料场地大、施工人员短缺等问题成为抑制建筑产业进步的壁垒。双钢板组合剪力墙具有较高的承载力，良好的延性和稳定的滞回性能，相对于传统的混凝土剪力墙不需支模板，施工速度快，墙身薄，在一定程度上有效降低结构自重。是一种良好的装配构件。但是双钢板组合剪力墙在施工过程中,墙体厚度的浇注精度难以控制。因此，本发明人对此做进一步研究，研发出一种双钢板组合剪力墙，本案由此产生。
实用新型内容
本实用新型的目的在于提供一种双钢板组合剪力墙，提高了墙体浇筑的精度。
为了实现上述目的，本实用新型的技术方案如下：
一种双钢板组合剪力墙，包括外侧钢板、对拉螺杆、螺杆套管，所述外侧钢板上开设有若干分布均匀的通孔，两块外侧钢板之间的通孔互相一一对应，所述对拉螺杆的两端从两块外侧钢板的通孔中穿设而过，对拉螺杆外套设有垂直于外侧钢板的螺杆套管，所述螺杆套管为Ω结构。
进一步，所述螺杆套管通过2mm钢板冲压成型。
进一步，所述螺杆套管的长度与剪力墙的厚度一致。
采用上述方案后，本实用新型与现有技术相比，具有以下优点：
不仅能很好的控制墙体的垂直度，还能提高墙体浇筑的精度。
附图说明
图1是本实用新型的示意图之一；
图2是本实用新型的示意图之二；
图3是图2灌注混凝土后的示意图；
图4是螺杆套管的示意图；
标号说明
外侧钢板1，对拉螺杆2，螺杆套管3。
具体实施方式
下面结合附图和具体实施例对本实用新型作进一步的说明。
如图所示，一种双钢板组合剪力墙，包括两块上下设置的外侧钢板1，外侧钢板1上开设有若干通孔，两块外侧钢板1之间的通孔相对应，通孔之间设置有对拉螺杆2，对拉螺杆2的两端从两块外侧钢板1的通孔中穿设而过，将Ω结构的螺杆套管3套设在对拉螺杆2外，然后拧紧对拉螺杆2上的螺母，能够保证整个剪力墙整体的垂直均匀度，不会出现厚度不一的现象，螺杆套管3通过2mm钢板冲压成型，螺杆套管3的长度和剪力墙的厚度一致。
通过上述方案，只需要保证螺杆套管3的长度是一致的，就能保证整个剪力墙墙体的厚度都是均匀的，从而提高了施工质量，且同时还能加强剪力墙本身的强度。
上述仅为本实用新型的具体实施例，同时凡本实用新型中所涉及的如“上、下、左、右、中间”等词，仅作参考用，并非绝对限定，凡利用本实用新型进行非实质性的改动，均应属于侵犯本实用新型保护范围的行为。

Claims (3)

1.一种双钢板组合剪力墙，其特征在于：包括外侧钢板、对拉螺杆、螺杆套管，所述外侧钢板上开设有若干分布均匀的通孔，两块外侧钢板之间的通孔互相一一对应，所述对拉螺杆的两端从两块外侧钢板的通孔中穿设而过，对拉螺杆外套设有垂直于外侧钢板的螺杆套管，所述螺杆套管为Ω结构。
2.根据权利要求1所述的一种双钢板组合剪力墙，其特征在于：所述螺杆套管通过2mm钢板冲压成型。
3.根据权利要求1所述的一种双钢板组合剪力墙，其特征在于：所述螺杆套管的长度与剪力墙的厚度一致。
CN201720760079.7U 2017-06-28 2017-06-28 一种双钢板组合剪力墙 Active CN207048118U (zh)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111980228A (zh) * 2020-09-27 2020-11-24 郭兰慧 一种栓焊混合连接的双钢板组合剪力墙及制作方法
CN119711697A (zh) * 2024-12-17 2025-03-28 哈尔滨工业大学 一种可装配式双钢板混凝土抗剪连接件及制作方法

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111980228A (zh) * 2020-09-27 2020-11-24 郭兰慧 一种栓焊混合连接的双钢板组合剪力墙及制作方法
CN119711697A (zh) * 2024-12-17 2025-03-28 哈尔滨工业大学 一种可装配式双钢板混凝土抗剪连接件及制作方法

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