CN208486550U - 一种装配式建筑楼承板支架模 - Google Patents

一种装配式建筑楼承板支架模 Download PDF

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CN208486550U
CN208486550U CN201820965437.2U CN201820965437U CN208486550U CN 208486550 U CN208486550 U CN 208486550U CN 201820965437 U CN201820965437 U CN 201820965437U CN 208486550 U CN208486550 U CN 208486550U
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fastener
template
support plate
steel bar
plate bracket
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李成
辛举升
张振华
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Shandong Jinyu Hangxiao Assembly Building Co Ltd
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Shandong Jinyu Hangxiao Assembly Building Co Ltd
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Abstract

本实用新型涉及装配式建筑辅助工具领域，特别公开了一种装配式建筑楼承板支架模。它包括模板，模板上表面设有扣件，扣件与穿过模板的螺栓连接，扣件上设有钢筋卡槽，扣件通过钢筋卡槽与钢筋桁架连接；钢筋桁架为三棱柱形螺纹钢焊接件。在搭建时，先进行钢筋桁架的焊接，钢筋桁架与扣件通过钢筋卡槽连接，根据扣件在钢筋桁架上的安装位置在模板上相应位置进行打孔，之后通过螺栓将模板与扣件连接，完成楼承板支架模的安装。在使用该种楼承板支架模形成的楼板在进行装修吊顶时，可以直接利用原有的螺栓孔进行吊顶工作，减少了吊顶的工作量，且在浇筑楼板时所用的模板和螺栓亦可重复使用，减少了生产材料的浪费。

Description

一种装配式建筑楼承板支架模
技术领域
本实用新型涉及装配式建筑辅助工具领域，特别涉及一种装配式建筑楼承板支架模。
背景技术
传统的建筑行业均是使用钢筋桁架加注混凝土浇筑建成楼板，在后期楼房建成后进行装修时，如需吊顶则需要在原有楼板上进行打孔安装膨胀螺丝，这样一方面增加了装修的工作量，另一方面对楼板打孔后会对其产生了二次破坏，降低楼板性能。
实用新型内容
本实用新型为了弥补现有技术的缺陷，提供了一种能够为装修吊顶预留螺栓孔的装配式建筑楼承板支架模。
本实用新型是通过如下技术方案实现的：
一种装配式建筑楼承板支架模，包括模板，其特征是，所述模板上表面设有扣件，所述扣件与穿过模板的螺栓连接，所述扣件上设有钢筋卡槽，所述扣件通过钢筋卡槽与钢筋桁架连接。
所述钢筋桁架为三棱柱形螺纹钢焊接件。
本实用新型的有益效果是：
使用本实用新型可以在浇筑楼承板的时候将扣件一起与混凝土凝结在一起，一体成型，在凝固后将模板拆除，原有的螺栓孔就会被留下，在进行楼房装修吊顶时可以直接利用原有的螺栓留下的孔，直接安装吊顶螺栓进行吊顶工作，因此可以简化装修工作，既可以节省人工又可以缩短装修工期。
附图说明
下面结合附图对本实用新型作进一步的说明：
图1为本实用新型俯视结构示意图；
图2为本实用新型仰视结构示意图；
图3为本实用新型A处放大图。
图中，1模板，2扣件，21钢筋卡槽，3螺栓，4钢筋桁架。
具体实施方式
附图为本实用新型的具体实施例。如图1至图3所示。一种装配式建筑楼承板支架模，包括模板1，模板1上表面设有扣件2，扣件2与穿过模板1的螺栓3连接，扣件2上设有钢筋卡槽21，扣件2通过钢筋卡槽21与钢筋桁架4连接；钢筋桁架4为三棱柱形螺纹钢焊接件。
在搭建时，先进行钢筋桁架4的焊接，焊接完后在钢筋桁架4上安装扣件2，钢筋桁架4与扣件2通过钢筋卡槽21连接，根据扣件2在钢筋桁架4上的安装位置在模板1上相应位置进行打孔，之后通过螺栓3将模板1与扣件2连接，完成楼承板支架模的安装。在支撑后可以用混凝土直接进行楼板浇筑，在楼板凝固成型后，卸下螺栓3和模板1即可得到成品楼板，在使用该种楼承板支架模形成的楼板在进行装修吊顶时，可以直接利用原有的螺栓孔进行吊顶工作，减少了吊顶的工作量，且在浇筑楼板时所用的模板1和螺栓3亦可重复使用，减少了生产材料的浪费。
除说明书所述技术特征外，其余技术特征均为本领域技术人员已知技术。

Claims (2)

1.一种装配式建筑楼承板支架模，包括模板(1)，其特征是，所述模板(1)上表面设有扣件(2)，所述扣件(2)与穿过模板(1)的螺栓(3)连接，所述扣件(2)上设有钢筋卡槽(21)，所述扣件(2)通过钢筋卡槽(21)与钢筋桁架(4)连接。
2.根据权利要求1所述的装配式建筑楼承板支架模，其特征是，所述钢筋桁架(4)为三棱柱形螺纹钢焊接件。
CN201820965437.2U 2018-06-22 2018-06-22 一种装配式建筑楼承板支架模 Active CN208486550U (zh)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111549983A (zh) * 2020-05-15 2020-08-18 中能化江苏地质矿产设计研究院有限公司 一种新型的楼板钢筋保护层厚度垫块及楼板吊顶施工工艺

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111549983A (zh) * 2020-05-15 2020-08-18 中能化江苏地质矿产设计研究院有限公司 一种新型的楼板钢筋保护层厚度垫块及楼板吊顶施工工艺

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