CN202391018U - Connector between steel strand and finished deformed bar - Google Patents

Connector between steel strand and finished deformed bar Download PDF

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Publication number
CN202391018U
CN202391018U CN2011205074516U CN201120507451U CN202391018U CN 202391018 U CN202391018 U CN 202391018U CN 2011205074516 U CN2011205074516 U CN 2011205074516U CN 201120507451 U CN201120507451 U CN 201120507451U CN 202391018 U CN202391018 U CN 202391018U
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steel strand
hole
connecting cylinder
steel
strand anchor
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CN2011205074516U
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Chinese (zh)
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李秉南
戴航
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Southeast University
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Southeast University
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Abstract

本实用新型公开了一种钢绞线与精轧螺纹钢筋连接器,包括钢绞线锚板、连接筒、楔形夹片、碟簧、压板和螺钉;所述钢绞线锚板为外表面设有外螺纹的圆柱体,圆柱体的外螺纹与连接筒前段的内壁螺纹配合;在钢绞线锚板上沿轴向方向设置有大直径口朝内的锥形通孔;在锥形通孔中设有与其适配的楔形夹片;在位于锥形通孔的大直径口一端的钢绞线锚板上通过螺钉固定有压板;在压板与楔形夹片之间设有碟簧;所述连接筒的后段设有与精轧螺纹钢筋的外螺纹相适配的内螺孔。本实用新型结构简单,组装方便,工作可靠,可应用于预应力混凝土结构中的钢绞线与精轧螺纹钢筋分段接长和张拉。

Figure 201120507451

The utility model discloses a steel strand and fine-rolled threaded steel bar connector, which comprises a steel strand anchor plate, a connecting cylinder, a wedge-shaped clip, a disc spring, a pressure plate and screws; A cylinder with an external thread, the external thread of the cylinder cooperates with the internal thread of the front section of the connecting cylinder; a tapered through hole with a large diameter facing inward is arranged on the steel strand anchor plate along the axial direction; in the tapered through hole There is a wedge-shaped clip adapted to it; a pressure plate is fixed on the steel strand anchor plate at one end of the large-diameter mouth of the tapered through hole through screws; a disc spring is arranged between the pressure plate and the wedge-shaped clip; The rear section of the connecting cylinder is provided with an internal screw hole matching the external thread of the finished rolled threaded steel bar. The utility model has the advantages of simple structure, convenient assembly and reliable operation, and can be applied to segmental lengthening and stretching of steel strands and fine-rolled threaded steel bars in prestressed concrete structures.

Figure 201120507451

Description

钢绞线与精轧螺纹钢筋连接器Connectors for Steel Strand and Finished Threaded Rebar

技术领域 technical field

  本实用新型涉及一种将钢绞线与精轧螺纹钢筋可靠连接的装置。  The utility model relates to a device for reliably connecting a steel strand with a finish-rolled threaded steel bar. the

背景技术 Background technique

   钢绞线和精轧螺纹钢筋是预应力混凝土结构中最常用的两种预应力筋,这两种预应力筋根据施工的需要都可以采用连接器分段接长,但是现有技术的连接器仅适用于钢绞线之间或精轧螺纹钢筋之间的连接,而没有一种可以连接钢绞线和精轧螺纹钢筋的连接器,无法满足工程施工时这两种不同特性的预应力筋之间连接的需求。  Steel strands and precision-rolled threaded steel bars are the two most commonly used prestressed tendons in prestressed concrete structures. These two kinds of prestressed tendons can be lengthened in sections by connectors according to construction needs, but the connectors of the prior art It is only suitable for the connection between steel strands or between finished-rolled rebars, but there is no connector that can connect steel strands and finished-rolled rebars, and it cannot meet the requirements of these two prestressed tendons with different characteristics during engineering construction. connection needs. the

发明内容 Contents of the invention

    本发明的目的是提供一种结构简单、施工方便、连接可靠的钢绞线与精轧螺纹钢筋连接器。  The purpose of the present invention is to provide a steel strand and precision-rolled threaded steel bar connector with simple structure, convenient construction and reliable connection. the

本实用新型的技术方案是:一种钢绞线与精轧螺纹钢筋连接器,包括钢绞线锚板、连接筒、楔形夹片、碟簧、压板和螺钉;所述钢绞线锚板为外表面设有外螺纹的圆柱体,圆柱体的外螺纹与连接筒前段的内壁螺纹配合;在钢绞线锚板上沿轴向方向设置有大直径口朝内的锥形通孔;在锥形通孔中设有与其适配的楔形夹片;在位于锥形通孔的大直径口一端的钢绞线锚板上通过螺钉固定有压板;在压板与楔形夹片之间设有碟簧;所述连接筒的后段设有与精轧螺纹钢筋的外螺纹相适配的内螺孔。  The technical scheme of the utility model is: a steel strand and fine-rolled threaded steel bar connector, including a steel strand anchor plate, a connecting cylinder, a wedge-shaped clip, a disc spring, a pressure plate and a screw; the steel strand anchor plate is The outer surface is provided with a cylinder with external thread, and the external thread of the cylinder cooperates with the inner wall thread of the front section of the connecting cylinder; a tapered through hole with a large diameter facing inward is arranged on the steel strand anchor plate along the axial direction; There is a wedge-shaped clip adapted to it in the through-hole; a pressure plate is fixed on the steel strand anchor plate at one end of the large-diameter mouth of the tapered through-hole by screws; a disc spring is arranged between the pressure plate and the wedge-shaped clip ; The rear section of the connecting cylinder is provided with an internal screw hole matching the external thread of the finished rolled threaded steel bar. the

其中,在所述压板上与钢绞线锚板上的锥形通孔相对应处设有与钢绞线外径相适配的通孔。  Wherein, a through hole matching the outer diameter of the steel strand is provided on the pressure plate corresponding to the tapered through hole on the anchor plate of the steel strand. the

本实用新型的有益效果是:本实用新型结构简单,组装方便;经试验检验和工程实际应用证明,连接器工作可靠,可应用于预应力混凝土结构中的钢绞线与精轧螺纹钢筋分段接长和张拉。  The beneficial effects of the utility model are: the utility model has a simple structure and is convenient to assemble; the test and practical application of the project prove that the connector works reliably, and can be applied to the steel strand and the fine-rolled threaded steel bar segment in the prestressed concrete structure Extend and stretch. the

附图说明 Description of drawings

    图1为本实用新型实施例的主视剖面图。  Figure 1 is a front sectional view of an embodiment of the utility model. the

图2为图1的左视图。  Fig. 2 is a left side view of Fig. 1 . the

图中标记为,1.钢绞线锚板,2.连接筒,3.夹片,4.碟簧,5.压板,6.螺钉,7.钢绞线,8.精轧螺纹钢筋。  The marks in the figure are: 1. Steel strand anchor plate, 2. Connecting cylinder, 3. Clip, 4. Disc spring, 5. Press plate, 6. Screw, 7. Steel strand, 8. Finished threaded steel bar. the

具体实施方式 Detailed ways

如图1、2所示,本实用新型的一种钢绞线与精轧螺纹钢筋连接器包括钢绞线锚板1、连接筒2、楔形夹片3、碟簧4、压板5和螺钉6。钢绞线锚板1为外壁设有外螺纹的圆柱体,圆柱体的外螺纹与连接筒2前段的内壁螺纹连接。在钢绞线锚板1上沿轴向方向设置一个或多个大直径口朝内的锥形通孔,锥形通孔的圆心绕钢绞线锚板1的轴心均匀分布,使钢绞线张拉时的合力位于钢绞线锚板1的轴心上,本实施例中为三个锥形通孔,这三个锥形通孔的圆心均布在钢绞线锚板1的轴心外围的同一圆周上。每个锥形通孔中均有与之适配的楔形夹片3;在位于锥形通孔的大直径口一端的钢绞线锚板1上通过螺钉6固定有压板5,在楔形夹片3底部与压板5之间设有碟簧4,通过旋转螺钉6,可以调节碟簧4的压紧力。在所述压板5上与钢绞线锚板1上的锥形通孔相对应处设有与钢绞线7直径相适配的通孔,方便钢绞线7穿过。在连接筒2的后段设有一个与精轧螺纹钢筋8的外螺纹相适配的内螺孔,该内螺孔位于连接筒2的轴心上。  As shown in Figures 1 and 2, a steel strand and finished-rolled threaded steel bar connector of the utility model includes a steel strand anchor plate 1, a connecting cylinder 2, a wedge-shaped clip 3, a disc spring 4, a pressure plate 5 and a screw 6 . The steel strand anchor plate 1 is a cylinder whose outer wall is provided with external threads, and the external threads of the cylinder are threadedly connected with the inner wall of the front section of the connecting cylinder 2 . On the steel strand anchor plate 1, one or more tapered through-holes with large-diameter openings facing inward are arranged in the axial direction. The resultant force when the wire is stretched is located on the axis of the steel strand anchor plate 1. In this embodiment, there are three tapered through holes. The centers of these three tapered through holes are evenly distributed on the axis of the steel strand anchor plate 1. on the same circle as the periphery of the heart. In each tapered through hole, there is a wedge-shaped clip 3 adapted to it; on the steel strand anchor plate 1 at one end of the large-diameter mouth of the tapered through-hole, a pressure plate 5 is fixed by a screw 6, and on the wedge-shaped clip 3 A disc spring 4 is arranged between the bottom and the pressing plate 5, and the pressing force of the disc spring 4 can be adjusted by rotating the screw 6. A through hole matching the diameter of the steel strand 7 is provided on the pressure plate 5 corresponding to the tapered through hole on the steel strand anchor plate 1 to facilitate the passage of the steel strand 7 . In the rear section of the connecting cylinder 2, an internal screw hole matching the external thread of the finish-rolled threaded steel bar 8 is provided, and the internal screw hole is located on the axis of the connecting cylinder 2. the

    工作原理:  working principle:

    首先将钢绞线7插入钢绞线锚板1的锥形通孔内,并安装楔形夹片3进行锚固,然后安装碟簧4、压板5,并用螺钉6固定压板5;通过旋紧螺钉6使碟簧4压紧楔形夹片3。最后将上述安装好钢绞线7的钢绞线锚板1和精轧螺纹钢筋8分别从连接筒2的两端旋拧至预定位置,完成连接。 First insert the steel strand 7 into the tapered through hole of the steel strand anchor plate 1, and install the wedge clip 3 for anchoring, then install the disc spring 4, the pressure plate 5, and fix the pressure plate 5 with the screw 6; by tightening the screw 6 Disc spring 4 is pressed against wedge clip 3. Finally, the steel strand anchor plate 1 and the finished rolled threaded steel bar 8 with the installed steel strand 7 are respectively screwed to predetermined positions from both ends of the connecting cylinder 2 to complete the connection.

Claims (2)

1. steel strand and finish rolling deformed bar connector is characterized in that: comprise steel strand anchor slab (1), connecting cylinder (2), wedge shape intermediate plate (3), dish spring (4), pressing plate (5) and screw (6); Said steel strand anchor slab (1) is externally threaded cylinder for external surface is provided with, and cylindrical external screw thread cooperates with the inner thread of connecting cylinder (2) leading portion; On steel strand anchor slab (1), in axial direction be provided with major diameter mouth conical through-hole inwardly; In conical through-hole, be provided with the wedge shape intermediate plate (3) adaptive with it; Steel strand anchor slab (1) at major diameter mouth one end that is positioned at conical through-hole upward is fixed with pressing plate (5) through screw (6); Between pressing plate (5) and wedge shape intermediate plate (3), be provided with dish spring (4); The back segment of said connecting cylinder (2) is provided with the suitable inner bolt hole of external screw thread with finish rolling deformed bar (8).
2. steel strand according to claim 1 and finish rolling deformed bar connector is characterized in that: said pressing plate (5) go up with steel strand anchor slab (1) on the conical through-hole corresponding section be provided with and the suitable through hole of steel strand (7) external diameter.
CN2011205074516U 2011-12-08 2011-12-08 Connector between steel strand and finished deformed bar Expired - Fee Related CN202391018U (en)

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102561599A (en) * 2011-12-08 2012-07-11 东南大学 Connector of steel stranded wires and finished twisted steel
CN102825082A (en) * 2012-10-09 2012-12-19 河北科技大学 Clamp of conical expansion-sleeve type steel bar cold drawing machine
CN103882807A (en) * 2014-03-17 2014-06-25 中复碳芯电缆科技有限公司 Carbon fiber cable connector for cable-stayed bridge and mounting method of carbon fiber cable connector

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102561599A (en) * 2011-12-08 2012-07-11 东南大学 Connector of steel stranded wires and finished twisted steel
CN102825082A (en) * 2012-10-09 2012-12-19 河北科技大学 Clamp of conical expansion-sleeve type steel bar cold drawing machine
CN103882807A (en) * 2014-03-17 2014-06-25 中复碳芯电缆科技有限公司 Carbon fiber cable connector for cable-stayed bridge and mounting method of carbon fiber cable connector
CN103882807B (en) * 2014-03-17 2015-11-18 中复碳芯电缆科技有限公司 A kind of cable stayed bridge Carbon Fiber Cables connector and mounting method thereof

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GR01 Patent grant
C17 Cessation of patent right
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20120822

Termination date: 20131208