CN201809861U - Steel structure concrete-based embedded bolt locating device - Google Patents
Steel structure concrete-based embedded bolt locating device Download PDFInfo
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- CN201809861U CN201809861U CN2010205655774U CN201020565577U CN201809861U CN 201809861 U CN201809861 U CN 201809861U CN 2010205655774 U CN2010205655774 U CN 2010205655774U CN 201020565577 U CN201020565577 U CN 201020565577U CN 201809861 U CN201809861 U CN 201809861U
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Abstract
一种钢结构砼基预埋螺栓定位装置,由上模板、下模板和螺栓套管构成,上模板和下模板呈长方形、且其对应的边长相等,螺栓套管上下分别焊接于上模板和下模板上,螺栓套管的内径比预埋螺栓的直径大5毫米,在上模板和下模板与螺栓套管连接处开设有螺栓孔,螺栓孔的直径比预埋螺栓的直径大1毫米,在上模板和下模板中央对应开设有进料孔。本实用新型在钢结构砼基预埋螺栓定位装置中采用上模板、下模板以及螺栓套管,将预螺栓事先固定于该定位装置上,通过上模板与砼基钢模之间定位来固定预螺栓的位置,待混凝土浇灌完成后再拆下该钢结构砼基预埋螺栓定位装置,可极大提高独立基础内预埋螺栓的精确定位,形位公差可控制在±2mm以内。
A pre-embedded bolt positioning device for a steel structure concrete base, which is composed of an upper formwork, a lower formwork and a bolt casing, the upper formwork and the lower formwork are rectangular, and the corresponding side lengths are equal, and the upper and lower sides of the bolt casing are respectively welded to the upper formwork and the lower formwork On the lower formwork, the inner diameter of the bolt sleeve is 5 mm larger than the diameter of the embedded bolt, and there are bolt holes at the connection between the upper formwork and the lower formwork and the bolt sleeve, and the diameter of the bolt hole is 1 mm larger than the diameter of the embedded bolt. A feeding hole is correspondingly opened in the center of the upper template and the lower template. The utility model adopts an upper formwork, a lower formwork and a bolt casing in the pre-embedded bolt positioning device of the steel structure concrete base, and fixes the pre-bolts on the positioning device in advance, and fixes the pre-embedded bolts by positioning between the upper formwork and the concrete-based steel mold. For the position of the bolts, after the concrete pouring is completed, the pre-embedded bolt positioning device of the steel structure concrete foundation can be removed, which can greatly improve the precise positioning of the pre-embedded bolts in the independent foundation, and the shape and position tolerance can be controlled within ±2mm.
Description
技术领域:Technical field:
本实用新型涉及机械领域,尤其涉及混凝土浇灌辅助设备,特别是一种钢结构砼基预埋螺栓定位装置。The utility model relates to the field of machinery, in particular to concrete pouring auxiliary equipment, in particular to a pre-embedded bolt positioning device for steel structure concrete foundation.
背景技术:Background technique:
现有技术中,在常见的钢结构建筑的钢柱安装中,对预埋螺栓的精确定位是一个长期困扰钢立柱安装质量和安装进度的一个施工难题。由于预埋螺栓在混凝土浇灌、捣拌的过程中,有很多原因会使预埋螺栓偏移安装位置,例如:砼的灌入,振动棒的插入,固定螺栓的变形(碰撞),砼模板的移位等,都会影响独立砼基础内预埋螺栓的位移,而且在浇捣砼时难以察觉,而在事后查出,也已是“木已成舟”,无法纠正。在安装现场只能是对钢立柱的底板孔进行扩孔或开长孔来弥补由于预埋螺栓偏位而造成的缺陷,这种情况,会使钢结构安装质量、施工进度都会产生很多不利影响。In the prior art, in the installation of steel columns in common steel structure buildings, the precise positioning of embedded bolts is a construction problem that has plagued the installation quality and progress of steel columns for a long time. During the process of pouring and mixing the embedded bolts, there are many reasons that will cause the embedded bolts to deviate from the installation position, such as: pouring of concrete, insertion of vibrating rods, deformation (collision) of fixing bolts, and deformation of concrete formwork. Displacement, etc. will affect the displacement of the embedded bolts in the independent concrete foundation, and it is difficult to detect when the concrete is poured, and if it is found out afterwards, it is already "a done deal" and cannot be corrected. At the installation site, the bottom plate holes of the steel columns can only be reamed or slotted to make up for the defects caused by the deviation of the embedded bolts. This situation will have many adverse effects on the installation quality and construction progress of the steel structure. .
发明内容:Invention content:
本实用新型的目的在于提供一种钢结构砼基预埋螺栓定位装置,所述的这种钢结构砼基预埋螺栓定位装置要解决现有技术中钢结构砼基预埋螺栓容易偏离安装位置、影响施工质量的技术问题。The purpose of this utility model is to provide a steel structure concrete base embedded bolt positioning device, said steel structure concrete base embedded bolt positioning device to solve the problem that the steel structure concrete base embedded bolts in the prior art are easy to deviate from the installation position , Technical issues affecting construction quality.
本实用新型的这种钢结构砼基预埋螺栓定位装置,所述的钢结构砼基预埋螺栓定位装置由上模板、下模板和螺栓套管构成,所述的上模板和下模板呈上下平行设置,所述的上模板和下模板呈长方形、且其对应的边长相等,所述的上模板和下模板的长比浇灌时的砼基钢模横截面的长小10毫米,所述的上模板和下模板的宽比浇灌时的砼基钢模横截面的宽小10毫米,所述的螺栓套管上下分别焊接于所述的上模板和下模板上,所述的螺栓套管与所述的上模板和下模板相垂直,所述的螺栓套管的内径比预埋螺栓的直径大5毫米,在所述的上模板和下模板与所述的螺栓套管连接处开设有螺栓孔,所述的螺栓孔的直径比预埋螺栓的直径大1毫米,在所述的上模板和下模板中央对应开设有进料孔。The steel structure concrete base embedded bolt positioning device of the utility model, the steel structure concrete base embedded bolt positioning device is composed of an upper formwork, a lower formwork and a bolt casing, and the upper formwork and the lower formwork are arranged in an up and down Arranged in parallel, the upper template and the lower template are rectangular, and their corresponding side lengths are equal, the length of the upper template and the lower template is 10 mm shorter than the length of the cross-section of the concrete-based steel mold when pouring, and the The width of the upper template and the lower template is 10 mm smaller than the width of the concrete-based steel mold cross section when pouring, and the bolt sleeves are respectively welded on the upper template and the lower template up and down, and the bolt sleeves Perpendicular to the upper template and the lower template, the inner diameter of the bolt casing is 5 mm larger than the diameter of the embedded bolt, and a Bolt holes, the diameter of the bolt holes is 1 mm larger than the diameter of the embedded bolts, and feed holes are correspondingly opened in the center of the upper template and the lower template.
进一步的,在所述的上模板的水平和竖直中心线上分别冲压设置有定位眼。Further, positioning eyes are respectively stamped on the horizontal and vertical centerlines of the upper template.
进一步的,在所述的上模板的四个侧边开设有定位凹口。Further, positioning notches are provided on the four sides of the upper template.
进一步的,在所述的上模板每一个侧边设置有两个定位凹口。Further, two positioning notches are provided on each side of the upper template.
进一步的,所述的定位眼由五个小凹构成呈十字形。Further, the positioning eye is composed of five dimples and is in the shape of a cross.
本实用新型和已有技术相比较,其效果是积极和明显的。本实用新型在钢结构砼基预埋螺栓定位装置中采用上模板、下模板以及螺栓套管,这样可以将预螺栓事先固定于该定位装置上,通过上模板与砼基钢模之间定位来固定预螺栓的位置,待混凝土浇灌完成后再拆下该钢结构砼基预埋螺栓定位装置,可极大提高独立基础内预埋螺栓的精确定位,形位公差可控制在±2mm以内,从而为后续的钢结构主柱安装带来极大的方便,也杜绝了现场动火、开孔、扩孔等很多不符规范的安装工作,进而可提升钢结构安装质量,提高钢结构安装进度。Compared with the prior art, the utility model has positive and obvious effects. The utility model adopts an upper formwork, a lower formwork and a bolt casing in the pre-embedded bolt positioning device of the steel structure concrete base, so that the pre-bolts can be fixed on the positioning device in advance, and the upper formwork and the concrete base steel mold can be positioned between the upper formwork and the concrete base steel mold. Fix the position of the pre-bolts, and remove the pre-embedded bolt positioning device of the steel structure concrete foundation after the concrete pouring is completed, which can greatly improve the precise positioning of the pre-embedded bolts in the independent foundation, and the shape and position tolerance can be controlled within ±2mm, so that It brings great convenience to the subsequent installation of the main column of the steel structure, and also eliminates many non-standard installation work such as on-site fire, opening, and reaming, which can improve the quality of steel structure installation and improve the progress of steel structure installation.
附图说明:Description of drawings:
图1是本实用新型的钢结构砼基预埋螺栓定位装置的结构示意图。Fig. 1 is a structural schematic diagram of a steel structure concrete foundation embedded bolt positioning device of the present invention.
图2是本实用新型的钢结构砼基预埋螺栓定位装置在的使用的示意图。Fig. 2 is a schematic diagram of the use of the steel structure concrete foundation embedded bolt positioning device of the present invention.
具体实施方式:Detailed ways:
实施例1:Example 1:
如图1和图2所示,本实用新型的钢结构砼基预埋螺栓定位装置,所述的钢结构砼基预埋螺栓定位装置由上模板1、下模板2和螺栓套管3构成,所述的上模板1和下模板2呈上下平行设置,所述的上模板1和下模板2呈长方形、且其对应的边长相等,所述的上模板1和下模板2的长比浇灌时的砼基钢模4横截面的长小10毫米,所述的上模板1和下模板2的宽比浇灌时的砼基钢模4横截面的宽小10毫米,所述的螺栓套管3上下分别焊接于所述的上模板1和下模板2上,所述的螺栓套管3与所述的上模板1和下模板2相垂直,所述的螺栓套管3的内径比预埋螺栓5的直径大5毫米,在所述的上模板1和下模板2与所述的螺栓套管3连接处开设有螺栓孔6,所述的螺栓孔6的直径比预埋螺栓5的直径大1毫米,在所述的上模板1和下模板2中央对应开设有方形进料孔7,进料孔7尽可能做大,以利砼能顺利进入与振动棒插入。As shown in Figure 1 and Figure 2, the steel structure concrete base embedded bolt positioning device of the present utility model, the steel structure concrete base embedded bolt positioning device is composed of an
进一步的,在所述的上模板1的水平和竖直中心线上分别冲压设置有定位眼8。Further, positioning
进一步的,在所述的上模板1的四个侧边开设有定位凹口9。Further, positioning notches 9 are provided on four sides of the
进一步的,在所述的上模板1每一个侧边设置有两个定位凹口9。Further, two positioning notches 9 are provided on each side of the
进一步的,所述的定位眼8由五个小凹构成呈十字形。Further, the positioning
具体的,根据当前预埋螺栓的位置定制该钢结构砼基预埋螺栓定位装置,并将其放置于砼基钢模内,用上模板上的十字样冲定位眼8与施工放样的定位线41、42重叠一致,以确保砼内螺栓在钢结构砼基预埋螺栓定位装置的定位下,精确符合设计要求,预埋螺栓头部旋入螺母,以支撑上模板与下模板,其高度位置要考虑保留细沙石找平层,放入砼模内的钢结构砼基预埋螺栓定位装置,在露出上模板的螺栓部位,旋入螺母(涂上油脂或包住头部螺栓),在上模板与砼基钢模的凹口用契形木校正定位套工作位置。Specifically, according to the position of the current embedded bolts, the steel structure concrete-based embedded bolt positioning device is customized, and it is placed in the concrete-based steel mold, and the
Claims (5)
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010205655774U CN201809861U (en) | 2010-10-18 | 2010-10-18 | Steel structure concrete-based embedded bolt locating device |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010205655774U CN201809861U (en) | 2010-10-18 | 2010-10-18 | Steel structure concrete-based embedded bolt locating device |
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| CN201809861U true CN201809861U (en) | 2011-04-27 |
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Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102953394A (en) * | 2011-08-24 | 2013-03-06 | 同济大学 | Precise foundation bolt positioning device |
| CN108086597A (en) * | 2016-11-22 | 2018-05-29 | 吴方华 | A kind of bar reinforcement positioning device and its application method |
| CN108193674A (en) * | 2017-12-28 | 2018-06-22 | 天津宝丰建材有限公司 | A kind of slip casting connection prestressed concrete uplift pile and its construction method |
| CN110652734A (en) * | 2019-10-24 | 2020-01-07 | 中国建筑第八工程局有限公司 | Vehicle-mounted positioning tool for track embedded part and positioning method thereof |
| CN111576639A (en) * | 2020-05-08 | 2020-08-25 | 中国一冶集团有限公司 | Fixing and positioning device for embedded bolts of prefabricated stairs and construction method |
-
2010
- 2010-10-18 CN CN2010205655774U patent/CN201809861U/en not_active Expired - Fee Related
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102953394A (en) * | 2011-08-24 | 2013-03-06 | 同济大学 | Precise foundation bolt positioning device |
| CN102953394B (en) * | 2011-08-24 | 2015-02-18 | 同济大学 | Precise foundation bolt positioning device |
| CN108086597A (en) * | 2016-11-22 | 2018-05-29 | 吴方华 | A kind of bar reinforcement positioning device and its application method |
| CN108193674A (en) * | 2017-12-28 | 2018-06-22 | 天津宝丰建材有限公司 | A kind of slip casting connection prestressed concrete uplift pile and its construction method |
| CN110652734A (en) * | 2019-10-24 | 2020-01-07 | 中国建筑第八工程局有限公司 | Vehicle-mounted positioning tool for track embedded part and positioning method thereof |
| CN110652734B (en) * | 2019-10-24 | 2021-01-22 | 中国建筑第八工程局有限公司 | Vehicle-mounted positioning tool for track embedded part and positioning method thereof |
| CN111576639A (en) * | 2020-05-08 | 2020-08-25 | 中国一冶集团有限公司 | Fixing and positioning device for embedded bolts of prefabricated stairs and construction method |
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| C14 | Grant of patent or utility model | ||
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| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20110427 Termination date: 20181018 |