CN2612751Y - Radial fastening mechanically coupled adaptor with rib reinforcing steel bar - Google Patents
Radial fastening mechanically coupled adaptor with rib reinforcing steel bar Download PDFInfo
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- CN2612751Y CN2612751Y CN 03228621 CN03228621U CN2612751Y CN 2612751 Y CN2612751 Y CN 2612751Y CN 03228621 CN03228621 CN 03228621 CN 03228621 U CN03228621 U CN 03228621U CN 2612751 Y CN2612751 Y CN 2612751Y
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- Prior art keywords
- sleeve
- bar
- steel bar
- ribbed
- circular
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- 229910001294 Reinforcing steel Inorganic materials 0.000 title 1
- 229910000831 Steel Inorganic materials 0.000 description 34
- 239000010959 steel Substances 0.000 description 34
- 238000005516 engineering process Methods 0.000 description 4
- 238000000034 method Methods 0.000 description 3
- 238000000641 cold extrusion Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 238000012423 maintenance Methods 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000005496 tempering Methods 0.000 description 1
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- Mutual Connection Of Rods And Tubes (AREA)
Abstract
Description
技术领域technical field
本实用新型涉及机械连接接头,尤其是带肋钢筋径向紧固式机械连接接头,适用于在混凝土结构中使用的带肋钢筋连接的场合。The utility model relates to a mechanical connection joint, in particular to a radially fastened mechanical connection joint with ribbed steel bars, which is suitable for the connection of ribbed steel bars used in concrete structures.
背景技术Background technique
现有带肋钢筋的机械连接技术如:冷挤压连接技术、锥螺纹连接、直螺纹连接等虽然各自都具有一定优点,但是,各自在不同程度上也存在着一些不足之处,如套筒冷挤压连接技术是用高压油泵作动力源,通过挤压机将连接套筒沿径向挤压,使套筒产生塑性变形,与带肋钢筋相互咬合,形成一个整体来传递力的。由于设备笨重,工人劳动强度大,设备保养不好易产生漏油污染钢筋,影响效力正常发挥,给使用维修带来不便,连接速度不如螺纹连接;锥螺纹连接技术是用锥螺纹套丝机将钢筋端头先加工成锥螺纹,然后把带锥螺纹的套筒与待对接钢筋连接在一起。钢筋与套筒连接时必须施加一定的拧紧力矩才能保证连接质量,若工人一时疏忽拧不紧,钢筋受力后易产生滑脱,锥螺纹底径小于钢筋母材基圆直径,接头强度会被削弱,影响接头性能,虽然锥螺纹连接对中性好,但对钢筋要求较严,钢筋不能弯曲或有马蹄形切口,否则易产生丝扣不全,给连接质量留下隐患。镦粗直螺纹连接技术是先将钢筋的马蹄形端头切掉,再用钢筋镦头机将钢筋端头镦粗,用直螺纹套丝机将其切削成直螺纹,通过直螺纹套筒将待对接的钢筋连接在一起。镦粗直螺纹连接不仅工序繁锁,镦粗后的钢筋头部金相组织发生变化,不经回火处理,会产生应力集中,延性降低,对改善接头受力是不利的。生产中迫切需要联接方便可靠,价格不高的带肋钢筋机械连接接头。Existing mechanical connection technologies for ribbed steel bars, such as: cold extrusion connection technology, taper thread connection, straight thread connection, etc., each have certain advantages, but each has some shortcomings to varying degrees, such as sleeve The cold extrusion connection technology uses a high-pressure oil pump as the power source, and extrudes the connecting sleeve in the radial direction through an extruder, so that the sleeve produces plastic deformation, and occludes with the ribbed steel bar to form a whole to transmit force. Due to the heavy equipment and heavy labor intensity of the workers, poor maintenance of the equipment will easily cause oil leakage to pollute the steel bars, which will affect the normal performance of the effect and bring inconvenience to the use and maintenance. The connection speed is not as good as the threaded connection; The end of the steel bar is first processed into a tapered thread, and then the sleeve with the tapered thread is connected with the steel bar to be connected. When the steel bar is connected with the sleeve, a certain tightening torque must be applied to ensure the quality of the connection. If the worker neglects to tighten it for a while, the steel bar will easily slip off after being stressed. , affecting the performance of the joint. Although the taper thread connection has good neutrality, the requirements for the steel bar are strict. The steel bar cannot be bent or have a horseshoe-shaped cut, otherwise it is easy to produce incomplete threads, leaving hidden dangers to the connection quality. The upsetting straight thread connection technology is to cut off the horseshoe-shaped end of the steel bar first, and then use the steel bar heading machine to upset the steel bar end, and use the straight thread threading machine to cut it into a straight thread, and through the straight thread sleeve to The butt bars are joined together. The upsetting straight thread connection is not only a cumbersome process, but the metallographic structure of the head of the steel bar after upsetting changes. Without tempering treatment, stress concentration will occur and ductility will decrease, which is unfavorable for improving the stress of the joint. In production, there is an urgent need for mechanically connected joints with ribbed steel bars that are convenient, reliable and inexpensive.
发明内容Contents of the invention
本实用新型的目的是克服现有技术的缺点,提供一种构思新颖、结构独特、连接方式简单、连接快速可靠、轴向承载能力大的带肋钢筋径向紧同式机械连接接头。The purpose of the utility model is to overcome the shortcomings of the prior art, and provide a radially tight mechanical connection joint for ribbed steel bars with novel conception, unique structure, simple connection method, fast and reliable connection, and large axial bearing capacity.
带肋钢筋径向紧固式机械连接接头,其特征是主要由套筒1、带肋钢筋2、拧断顶紧螺钉3、定位销4、圆形或矩形齿条5所组成,在套筒1内平行设置2条圆形或矩形齿条5,在套筒1中间设置定位销4,使定位销4一端与二平行圆形或矩形齿条5接触,在套筒1左右两端等距离设置螺孔,螺孔内设置拧断顶紧螺钉3,在套筒1左右两端插入的带肋钢筋2分别通过左右两端的拧断顶紧螺钉3固定。Ribbed steel bar radial fastening type mechanical connection joint is characterized in that it is mainly composed of
本实用新型的带肋钢筋径向紧固式机械连接接头,与现有技术相比,结构合理、连接可靠、使用方便,综合成本低等优点,具有较大的实用价值和社会经济效益。可在各类高层建筑、大跨结构、桥梁、水工结构、电视塔、核电站等重大工程项目中推广应用。Compared with the prior art, the ribbed steel bar radial fastening mechanical connection joint of the utility model has the advantages of reasonable structure, reliable connection, convenient use, low comprehensive cost, etc., and has great practical value and social and economic benefits. It can be popularized and applied in various high-rise buildings, long-span structures, bridges, hydraulic structures, TV towers, nuclear power plants and other major engineering projects.
附图说明Description of drawings
图一是带肋钢筋径向紧固式机械连接接头的主视结构示意图。Figure 1 is a schematic diagram of the front structure of the radially fastened mechanical connection joint of ribbed steel bars.
图二是带肋钢筋径向紧固式机械连接接头的左视结构示意图。Fig. 2 is a left view structural diagram of a radially fastened mechanical connection joint for ribbed steel bars.
图三是带肋钢筋径向紧固式机械连接接头的俯视结构示意图。Figure 3 is a schematic top view of the ribbed steel bar radial fastening mechanical connection joint.
其中:1-套筒、2-带肋钢筋、3-拧断顶紧螺钉、4-定位销、5-圆形或Among them: 1-sleeve, 2-ribbed steel bar, 3-tightening screw, 4-locating pin, 5-round or
矩形齿条。 Rectangular rack.
具体实施方式Detailed ways
实施例1:图1为带肋钢筋径向紧固式机械连接接头一个实施例,如图1所示,本实用新型的工作原理和实施方案为:带肋钢筋径向紧固式机械连接接头,主要由套筒1、带肋钢筋2、拧断顶紧螺钉3、定位销4、圆形或矩形齿条5所组成,在套筒1内平行设置2条圆形或矩形齿条5,在套筒1中间设置定位销4,使定位销4一端与二平行圆形或矩形齿条5接触,在套筒1左右两端等距离设置螺孔,螺孔的数量根据带肋钢筋2的直径大小而定,螺孔内设置拧断顶紧螺钉3,在套筒1左右两端插入的带肋钢筋2分别通过左右两端的拧断顶紧螺钉3固定。通过套筒1、圆形或矩形齿条5、和定位销4对带肋钢筋2定位,由拧断顶紧螺钉3顶压带肋钢筋2,使带肋钢筋2在与拧断顶紧螺钉3、圆形或矩形齿条5的接触部位及套筒1在与圆形或矩形齿条5的接触部位产生适当范围的塑性,从而使带肋钢筋径向紧固式机械连接接头能够承受很大轴向荷载。连接时,作用在拧断顶紧螺钉3上的扭矩增加至拧断顶紧螺钉3最小截面断裂,能够保证带肋钢筋径向紧固式机械连接接头承受的轴向荷载达到设计值。Embodiment 1: Figure 1 is an example of a radially fastened mechanical connection joint for ribbed steel bars. , is mainly composed of
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CN 03228621 CN2612751Y (en) | 2003-01-27 | 2003-01-27 | Radial fastening mechanically coupled adaptor with rib reinforcing steel bar |
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CN 03228621 CN2612751Y (en) | 2003-01-27 | 2003-01-27 | Radial fastening mechanically coupled adaptor with rib reinforcing steel bar |
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Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN101949199A (en) * | 2010-09-06 | 2011-01-19 | 王昌勇 | Connecting structure and method for SRC (Steel Reinforced Concrete) steel rib and RC (Reinforced Concrete) beam steel |
CN107476499A (en) * | 2017-08-15 | 2017-12-15 | 河北易达钢筋连接技术有限公司 | A kind of jackscrew sleeve for bar connecting |
CN110984479A (en) * | 2019-12-21 | 2020-04-10 | 东莞市鸿宇世纪建设工程有限公司 | Steel bar connecting structure for induced joint, construction structure and induced joint construction method |
CN111979922A (en) * | 2020-09-02 | 2020-11-24 | 南华大学 | A method of overlapping steel bars side by side through reaming type bolt sleeves |
-
2003
- 2003-01-27 CN CN 03228621 patent/CN2612751Y/en not_active Expired - Fee Related
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN101949199A (en) * | 2010-09-06 | 2011-01-19 | 王昌勇 | Connecting structure and method for SRC (Steel Reinforced Concrete) steel rib and RC (Reinforced Concrete) beam steel |
CN107476499A (en) * | 2017-08-15 | 2017-12-15 | 河北易达钢筋连接技术有限公司 | A kind of jackscrew sleeve for bar connecting |
CN110984479A (en) * | 2019-12-21 | 2020-04-10 | 东莞市鸿宇世纪建设工程有限公司 | Steel bar connecting structure for induced joint, construction structure and induced joint construction method |
CN110984479B (en) * | 2019-12-21 | 2021-07-06 | 东莞市鸿宇世纪建设工程有限公司 | Construction structure for induced joint and construction method of induced joint |
CN111979922A (en) * | 2020-09-02 | 2020-11-24 | 南华大学 | A method of overlapping steel bars side by side through reaming type bolt sleeves |
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