CN103470033A - Shear wall mold board external corner counter-pulling device - Google Patents
Shear wall mold board external corner counter-pulling device Download PDFInfo
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- CN103470033A CN103470033A CN2013103962579A CN201310396257A CN103470033A CN 103470033 A CN103470033 A CN 103470033A CN 2013103962579 A CN2013103962579 A CN 2013103962579A CN 201310396257 A CN201310396257 A CN 201310396257A CN 103470033 A CN103470033 A CN 103470033A
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Abstract
本发明公开了一种剪力墙模板阳角对拉装置,包括水平背楞和对拉螺杆装置,所述水平背楞包括两条相互垂直的楞体,使所述水平背楞呈L型,两楞体分别固定在阳角两侧的模板上,在两楞体上靠近阳角的一端均固定设置有钢板座,所述对拉螺杆装置包括螺杆和圆形垫片式六角螺母,所述螺杆依次穿插在两钢板座中将两两钢板座连接,在螺杆的两端分别设置有圆形垫片式六角螺母,用于锁紧阳角两侧的模板。本发明可以有效防止了涨模、漏浆现象的发生,实现剪力墙混凝土阳角棱角分明,平顺,不涨模,同时也大大减少了施工过程中的混凝土浪费。
The invention discloses a pair-pull device for the male corner of a shear wall formwork, which includes a horizontal back flute and a tension screw device. The horizontal back flute includes two mutually perpendicular flute bodies, so that the horizontal back flute is L-shaped. The two corrugated bodies are respectively fixed on the templates on both sides of the male corner, and the ends of the two corrugated bodies close to the male corner are fixedly equipped with steel plate seats. The screw rods are interspersed in the two steel plate seats in order to connect the two steel plate seats, and the two ends of the screw rods are respectively provided with circular washer-type hexagonal nuts, which are used to lock the templates on both sides of the male corner. The invention can effectively prevent mold expansion and grout leakage, realize clear and smooth external corners of the concrete of the shear wall without mold expansion, and greatly reduce concrete waste in the construction process.
Description
技术领域 technical field
本发明涉及一种剪力墙模板阳角对拉装置。 The invention relates to a device for pulling the external corners of a shear wall formwork.
背景技术 Background technique
通常在运用铝合金模板进行剪力墙混凝土浇筑的过程中,剪力墙阳角位置往往加固不牢,导致浇筑出来的剪力墙结构在阳角位置出现涨模、漏浆现象,同时也浪费了大量混凝土材料。 Usually, in the process of using aluminum alloy formwork for shear wall concrete pouring, the external corners of the shear walls are often not reinforced firmly, resulting in mold expansion and grout leakage at the external corners of the poured shear wall structure, and waste Lots of concrete material.
发明内容 Contents of the invention
本发明所要解决的技术问题在于针对上述现有技术中存在的技术问题提供一种能加固阳角模板,能有效提高混凝土浇筑质量的剪力墙阳角对拉装置。 The technical problem to be solved by the present invention is to provide a shear wall external corner pull-up device that can strengthen the external corner formwork and effectively improve the quality of concrete pouring.
本发明所采用的技术方案为:一种剪力墙模板阳角对拉装置,其特征在于包括水平背楞和对拉螺杆装置,所述水平背楞呈L型,所述水平背楞包括两条相互垂直的楞体,两楞体分别固定在阳角两侧的模板上,在两楞体上靠近阳角的一端均固定设置有钢板座,所述对拉螺杆装置包括螺杆和圆形垫片式六角螺母,所述螺杆依次穿插在两钢板座中将两钢板连 接,在螺杆的两端分别设置有圆形垫片式六角螺母,用于锁紧阳角两侧的模板 。 The technical solution adopted in the present invention is: a shear wall formwork external angle anti-tension device, which is characterized in that it includes a horizontal back flute and an anti-tension screw device, the horizontal back flute is L-shaped, and the horizontal back flute includes two The two corrugated bodies are respectively fixed on the templates on both sides of the male corners, and the ends of the two corrugated bodies near the male corners are fixed with steel plates. Sheet-type hexagonal nuts, the screw rods are sequentially interspersed in the two steel plate seats to connect the two steel plates, and the two ends of the screw rods are respectively provided with circular gasket-type hexagonal nuts, which are used to lock the templates on both sides of the male corner.
按上述技术方案,所述水平背楞中的两条相互垂直的楞体为一体式结构。 According to the above technical solution, the two mutually perpendicular flute bodies in the horizontal back flute are of an integrated structure.
按上述技术方案,两钢板座上与圆形垫片式六角螺母相接触面相互平行。 According to the above technical scheme, the contact surfaces of the two steel plate seats and the circular washer type hexagonal nut are parallel to each other.
按上述技术方案,所述楞体为方通。 According to the above technical scheme, the corrugated body is square.
按上述技术方案,所述模板为铝合金模板。 According to the above technical solution, the template is an aluminum alloy template.
本发明的工作过程为:当水平背楞在模板上安装完毕后,通过螺杆与圆形垫片式六角螺母配合连接,达到加固阳角模板的目的。 The working process of the present invention is as follows: after the horizontal back flute is installed on the formwork, the purpose of reinforcing the external corner formwork is achieved through the screw rod and the circular washer type hexagonal nut being matched and connected.
本发明所取得的有益效果为: The beneficial effects obtained by the present invention are:
1、本发明操作方便,无需借助机械安装,使模板阳角的整体强度和刚度得到了加强,有效提高混凝土浇筑质量; 1. The present invention is easy to operate, without the need for mechanical installation, so that the overall strength and rigidity of the external angle of the formwork are strengthened, and the quality of concrete pouring is effectively improved;
2、本发明通过使用圆形垫片式六角螺母,所需操作空间较小,扩大了与钢板座的接触面,加固效果好,且缩短了传力路径,减少了螺杆的使用量,有效的降低了成本。 2. The present invention uses a circular washer-type hexagonal nut, which requires less space for operation, expands the contact surface with the steel plate seat, has a good reinforcement effect, shortens the force transmission path, and reduces the usage of the screw, effectively Reduced costs.
附图说明 Description of drawings
图1为发明的主视图。 Fig. 1 is the front view of invention.
图2为本发明的俯视图。 Figure 2 is a top view of the present invention.
图3为本发明的立体结构示意图。 Fig. 3 is a schematic diagram of the three-dimensional structure of the present invention.
图4为本发明安装在阳角模板上的结构示意图。 Fig. 4 is a schematic diagram of the structure of the present invention installed on the male corner formwork.
图中:1、水平背楞,2、对拉螺杆装置,3、方通,4、钢板座,5、螺杆,6、圆形垫片式六角螺母。 In the figure: 1. Horizontal back corrugation, 2. Pull screw device, 3. Square pass, 4. Steel plate seat, 5. Screw rod, 6. Round washer type hexagonal nut. the
具体实施方式 Detailed ways
下面结合附图对本发明作进一步说明。 The present invention will be further described below in conjunction with accompanying drawing.
如图1和图2所示,其为本发明实施例提供的一种剪力墙模板阳角对拉装置,包括水平背楞1和对拉螺杆装置2,所述水平背楞1包括两条相互垂直的楞体3,使所述水平背楞1呈L型,两楞体3分别固定在阳角两侧的铝合金模板上,在两楞体3上靠近阳角的一端均固定设置有钢板座4,所述对拉螺杆装置2包括螺杆5和圆形垫片式六角螺母6,所述螺杆5依次穿插在两钢板座4中将两钢板连接,在螺杆5的两端分别设置有圆形垫片式六角螺母6,用于锁紧阳角两侧的模板。其中,两钢板座4上与圆形垫片式六角螺母6相接触面相互平行,用于加大圆形垫片式六角螺母6与钢板座4的接触面,从而缩短了传力路径。
As shown in Fig. 1 and Fig. 2, it is a kind of external corner tensioning device of the shear wall formwork provided by the embodiment of the present invention, which includes a
本发明中,两条楞体3为一体式结构;两楞体为方通,
In the present invention, the two
施工时,先安装剪力墙两侧的铝合金模板,待模板安装完成后,在模板上安装水平背楞1,然后将两块钢板座4分别焊接固定在水平背楞1上,螺杆5串联两钢板座,用圆形垫片式六角螺母6固定,使模板连接固定,既可进行混凝土浇筑。
During construction, first install the aluminum alloy formwork on both sides of the shear wall. After the formwork is installed, install the
本发明可以有效防止了涨模、漏浆现象的发生,实现剪力墙混凝土阳角棱角分明,平顺,不涨模,同时也大大减少了施工过程中的混凝土浪费。 The invention can effectively prevent mold expansion and grout leakage, realize clear and smooth external corners of the concrete of the shear wall without mold expansion, and greatly reduce concrete waste in the construction process.
Claims (5)
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| Application Number | Priority Date | Filing Date | Title |
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| CN2013103962579A CN103470033A (en) | 2013-09-04 | 2013-09-04 | Shear wall mold board external corner counter-pulling device |
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| CN2013103962579A CN103470033A (en) | 2013-09-04 | 2013-09-04 | Shear wall mold board external corner counter-pulling device |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110206294A (en) * | 2019-05-18 | 2019-09-06 | 陕西建工第五建设集团有限公司 | A kind of steel form and preparation method thereof |
| CN110439282A (en) * | 2018-05-02 | 2019-11-12 | 深圳市前海胜德建筑科技有限公司 | A kind of positioning plate hardened system and its construction method |
| CN114278084A (en) * | 2022-02-21 | 2022-04-05 | 中铁十六局集团城市建设发展有限公司 | Shear force wall negative and positive corner template fixing device |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP4031780B2 (en) * | 2004-06-25 | 2008-01-09 | 株式會社 村上工務店 | Corner fastening device and corner fastening method for formwork corner |
| CN201687210U (en) * | 2010-06-11 | 2010-12-29 | 中国建筑股份有限公司 | male angle puller |
| CN201738571U (en) * | 2010-05-31 | 2011-02-09 | 倪国荣 | Aluminium alloy building template component |
| CN202810186U (en) * | 2012-09-19 | 2013-03-20 | 江西志特现代建筑科技有限公司 | Combination structure for interior angle and exterior angle of back arris for aluminum mould |
-
2013
- 2013-09-04 CN CN2013103962579A patent/CN103470033A/en active Pending
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP4031780B2 (en) * | 2004-06-25 | 2008-01-09 | 株式會社 村上工務店 | Corner fastening device and corner fastening method for formwork corner |
| CN201738571U (en) * | 2010-05-31 | 2011-02-09 | 倪国荣 | Aluminium alloy building template component |
| CN201687210U (en) * | 2010-06-11 | 2010-12-29 | 中国建筑股份有限公司 | male angle puller |
| CN202810186U (en) * | 2012-09-19 | 2013-03-20 | 江西志特现代建筑科技有限公司 | Combination structure for interior angle and exterior angle of back arris for aluminum mould |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110439282A (en) * | 2018-05-02 | 2019-11-12 | 深圳市前海胜德建筑科技有限公司 | A kind of positioning plate hardened system and its construction method |
| CN110206294A (en) * | 2019-05-18 | 2019-09-06 | 陕西建工第五建设集团有限公司 | A kind of steel form and preparation method thereof |
| CN114278084A (en) * | 2022-02-21 | 2022-04-05 | 中铁十六局集团城市建设发展有限公司 | Shear force wall negative and positive corner template fixing device |
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Application publication date: 20131225 |
