CN201933614U - Welded steel bar threaded joint - Google Patents
Welded steel bar threaded joint Download PDFInfo
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- CN201933614U CN201933614U CN201020693420XU CN201020693420U CN201933614U CN 201933614 U CN201933614 U CN 201933614U CN 201020693420X U CN201020693420X U CN 201020693420XU CN 201020693420 U CN201020693420 U CN 201020693420U CN 201933614 U CN201933614 U CN 201933614U
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Abstract
Description
技术领域technical field
本实用新型涉及建筑施工技术领域,具体涉及一种焊接型钢筋螺纹接头。The utility model relates to the technical field of building construction, in particular to a welded steel bar thread joint.
背景技术Background technique
在建筑工程施工中,经常使用套筒将钢筋与钢板或钢质梁柱进行连接,常见的有两种连接方式。第一种方式使用锥螺纹套筒进行连接,如图1所示,钢筋12的端头上开有外锥螺纹121,与锥螺纹套筒11开有内锥螺纹111的一端通过锥螺纹进行连接,锥螺纹套筒11的另一端通过焊缝14焊接在钢板13的指定位置上。这种通过焊接加锥螺纹连接的方式实现了钢筋12与钢板13之间的机械连接。这种连接方式的缺点在于,钢筋12与锥螺纹套筒11之间通过锥螺纹连接,无法做到等强度连接。In the construction of construction projects, sleeves are often used to connect steel bars to steel plates or steel beams and columns. There are two common connection methods. The first method uses a tapered thread sleeve for connection. As shown in Figure 1, the end of the
另一种方式是使用直螺纹套筒进行连接,如图2所示,钢筋22的端头上开有外直螺纹221。直螺纹套筒21为通孔式,其内侧开有内直螺纹211,直螺纹套筒21的一端与钢筋22通过直螺纹进行连接,直螺纹套筒21的另一端通过焊缝24焊接在钢板23的指定位置上。这种焊接加直螺纹连接的方式也能实现钢筋22与钢板23之间的机械连接。这种连接方式的缺点在于,由于直螺纹套筒21为通孔式,钢筋22的端头有可能顶到钢板23上,从而降低焊缝24的承载力;另外由于直螺纹套筒21与钢板23焊接的部位较薄,直螺纹套筒21的壁易焊透,影响连接质量。Another way is to use a straight thread sleeve for connection. As shown in FIG. 2 , the end of the
实用新型内容Utility model content
针对现有技术存在的上述缺陷,本实用新型要解决的技术问题是,提供一种焊接型钢筋螺纹接头,使钢筋与钢板或钢质梁柱之间实现稳固连接。In view of the above-mentioned defects in the prior art, the technical problem to be solved by the utility model is to provide a welded steel bar threaded joint, so as to realize a stable connection between the steel bar and the steel plate or the steel beam column.
本实用新型提供了一种焊接型钢筋螺纹接头,所述接头的一端用于与钢板焊接,所述接头的另一端设有用于与钢筋端头螺纹连接的螺纹孔,其特征在于,所述螺纹孔为盲孔,所述螺纹孔的底部设有退刀槽。The utility model provides a welded steel bar threaded joint, one end of the joint is used for welding with a steel plate, and the other end of the joint is provided with a threaded hole for threaded connection with the end of the steel bar. The hole is a blind hole, and the bottom of the threaded hole is provided with an undercut.
优选地,所述螺纹孔的底部设有通孔,所述通孔的直径小于所述螺纹孔的直径。Preferably, a through hole is provided at the bottom of the threaded hole, and the diameter of the through hole is smaller than that of the threaded hole.
作为优选,所述螺纹为直螺纹。Preferably, the thread is a straight thread.
本实用新型的焊接型钢筋螺纹接头用于钢筋和钢板的连接时,钢筋的端头能抵靠在退刀槽的底面上,增加了端头的预紧力,从而提高了连接质量。When the welded steel bar threaded joint of the utility model is used for connecting steel bars and steel plates, the ends of the steel bars can abut against the bottom surface of the undercut groove, increasing the pretightening force of the ends, thereby improving the connection quality.
附图说明Description of drawings
图1为现有技术中的锥螺纹套筒用于钢筋与钢板间连接时的结构示意图;Fig. 1 is the structural schematic diagram when the tapered thread sleeve in the prior art is used for the connection between steel bars and steel plates;
图2为现有技术中的直螺纹套筒用于钢筋与钢板间连接时的结构示意图;Fig. 2 is the structural schematic diagram when the straight thread sleeve in the prior art is used for the connection between steel bar and steel plate;
图3为本实用新型的实施例一的焊接型钢筋螺纹接头与钢板焊接时的结构示意图;Fig. 3 is a structural schematic diagram of a welded steel bar threaded joint and a steel plate welded in Embodiment 1 of the present invention;
图4为图3中的焊接型钢筋螺纹接头与钢筋连接时的结构示意图;Fig. 4 is the structural representation when the welded steel bar threaded joint in Fig. 3 is connected with the steel bar;
图5为本实用新型的实施例二的焊接型钢筋螺纹接头与钢板焊接时的结构示意图:Fig. 5 is the structure diagram when the welded steel bar threaded joint and the steel plate are welded in the second embodiment of the utility model:
图6为图5中的焊接型钢筋螺纹接头与钢筋连接时的结构示意图。Fig. 6 is a structural schematic view of the welded steel bar threaded joint in Fig. 5 when it is connected to a steel bar.
具体实施方式Detailed ways
下面参照附图详细描述本实用新型的实施方式。Describe the embodiment of the present utility model in detail below with reference to accompanying drawing.
图3为本实用新型的实施例一的焊接型钢筋螺纹接头与钢板焊接时的结构示意图;图4为图3中的接头与钢筋连接时的结构示意图。Fig. 3 is a schematic diagram of the structure of the welded steel bar threaded joint in Embodiment 1 of the present invention when it is welded to a steel plate; Fig. 4 is a schematic structural diagram of the joint in Fig. 3 when it is connected to a steel bar.
如图3、图4所示,本实用新型的一个实施例的焊接型钢筋螺纹接头3,接头3的一端与钢板33焊接连接,形成焊缝34,接头3的另一端与钢筋32通过螺纹连接。作为优选,本实施例采用直螺纹连接,接头3的另一端设有用于与钢筋32连接的直螺纹孔35,螺纹孔35上设有内直螺纹311,钢筋32的端部上设有外直螺纹321,内直螺纹311和外直螺纹321相吻合。接头3与钢筋32之间采用直螺纹连接,直螺纹孔35为盲孔,直螺纹孔35的底部设有退刀槽37。As shown in Fig. 3 and Fig. 4, in the welded steel bar threaded
在本实施例中,接头3与钢筋32之间通过直螺纹连接,能够做到等强度连接。钢筋32的端部旋入接头3的直螺纹孔35后能抵靠在退刀槽37的底面上,形成一定的预紧力,提高连接的强度。此外,由于直螺纹孔35为盲孔,能有效防止焊缝34周围部位被焊透,提高了焊接质量。In this embodiment, the connection between the
图5为本实用新型的实施例二的焊接型钢筋螺纹接头与钢板焊接时的结构示意图:图6为图5中的焊接型钢筋螺纹接头与钢筋连接时的结构示意图。Fig. 5 is a schematic diagram of the structure of the welded steel bar threaded joint and the steel plate in the second embodiment of the present invention; Fig. 6 is a structural schematic diagram of the welded steel bar threaded joint in Fig. 5 when it is connected to the steel bar.
如图5、图6所示,实施例二与实施例一的区别在于,直螺纹孔35的底部设有与退刀槽37相通的通孔38,通孔38的直径小于直螺纹孔35的直径。设置通孔38的目的是为了减轻接头3的重量,通孔38的直径小于直螺纹孔35,以有利于钢筋32的端头能抵靠在直螺纹孔35的底部,此外还可以防止焊缝34周边的区域被焊透,保证焊接质量。As shown in Figures 5 and 6, the difference between the second embodiment and the first embodiment is that the bottom of the straight threaded
本实用新型的实施例的焊接型钢筋螺纹接头在用于连接钢筋和钢板时,现场施工时只需要在钢筋端部加工出直螺纹,工地上只需几台小型设备,节省了场地和人力,有利于现场施工。When the welded steel bar thread joint of the embodiment of the present invention is used to connect steel bars and steel plates, only straight threads need to be processed at the ends of the steel bars during on-site construction, and only a few small equipment are needed on the construction site, which saves space and manpower. Conducive to on-site construction.
本实用新型的焊接型钢筋直螺纹还可以用于钢筋与钢梁、钢柱之间的连接,这对本领域的技术人员来说是显而易见的,在此不再赘述。The straight thread of the welded steel bar of the utility model can also be used for the connection between the steel bar, the steel beam and the steel column, which is obvious to those skilled in the art, and will not be repeated here.
当然,以上所述是本实用新型的优选实施方式,应当指出,对于本技术领域的普通技术人员来说,在不脱离本实用新型原理的前提下,还可以做出若干改进和润饰,这些改进和润饰也视为本实用新型的保护范围。Certainly, what is described above is the preferred embodiment of the present utility model, and it should be pointed out that for those of ordinary skill in the art, some improvements and modifications can be made without departing from the principle of the present utility model. And retouching are also regarded as the scope of protection of the present utility model.
Claims (3)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201020693420XU CN201933614U (en) | 2010-12-31 | 2010-12-31 | Welded steel bar threaded joint |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201020693420XU CN201933614U (en) | 2010-12-31 | 2010-12-31 | Welded steel bar threaded joint |
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| CN201933614U true CN201933614U (en) | 2011-08-17 |
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| CN201020693420XU Expired - Fee Related CN201933614U (en) | 2010-12-31 | 2010-12-31 | Welded steel bar threaded joint |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104847056A (en) * | 2015-03-25 | 2015-08-19 | 河海大学 | Direct thread sleeve for connecting steel plate shear wall and reinforcing steel bar and construction method |
| CN107938837A (en) * | 2017-12-01 | 2018-04-20 | 广西建工集团第五建筑工程有限责任公司 | A kind of steel core concrete column and beam main tendon connecting node and construction method |
-
2010
- 2010-12-31 CN CN201020693420XU patent/CN201933614U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104847056A (en) * | 2015-03-25 | 2015-08-19 | 河海大学 | Direct thread sleeve for connecting steel plate shear wall and reinforcing steel bar and construction method |
| CN107938837A (en) * | 2017-12-01 | 2018-04-20 | 广西建工集团第五建筑工程有限责任公司 | A kind of steel core concrete column and beam main tendon connecting node and construction method |
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|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| 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: 20110817 Termination date: 20161231 |