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CN102561599A - Connector of steel stranded wires and finished twisted steel - Google Patents

Connector of steel stranded wires and finished twisted steel Download PDF

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Publication number
CN102561599A
CN102561599A CN2011104041204A CN201110404120A CN102561599A CN 102561599 A CN102561599 A CN 102561599A CN 2011104041204 A CN2011104041204 A CN 2011104041204A CN 201110404120 A CN201110404120 A CN 201110404120A CN 102561599 A CN102561599 A CN 102561599A
Authority
CN
China
Prior art keywords
steel strand
steel
hole
anchor slab
connector
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
CN2011104041204A
Other languages
Chinese (zh)
Inventor
李秉南
戴航
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Southeast University
Original Assignee
Southeast University
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Southeast University filed Critical Southeast University
Priority to CN2011104041204A priority Critical patent/CN102561599A/en
Publication of CN102561599A publication Critical patent/CN102561599A/en
Pending legal-status Critical Current

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Abstract

The invention discloses a connector of steel stranded wires and finished twisted steel. The connector comprises a steel stranded wire anchor plate, a connection cylinder, wedge-shaped clamping pieces, disc springs, a pressure plate and bolts. The steel stranded wire anchor plate is a cylinder, whose the outer surface is provided with external threads; the external threads of the cylinder are matched with internal threads of the front segment of the connection cylinder; the steel stranded wire anchor plate is provided with taper-shaped through holes with large-diameter holes facing inwards along the axial direction; the wedge-shaped clamping pieces matched with the taper-shaped through holes are arranged in the taper-shaped through holes; the pressure plate is fixed on the steel stranded wire anchor plate positioned at one ends of the large-diameter holes of the taper-shaped through holes by the bolts; the disc springs are arranged among the pressure plate and the wedge-shaped clamping pieces; and the rear segment of the connection cylinder is provided with an internal threaded hole matched with the external threads of the finished twisted steel. The connector has the advantages of simplicity in structure, convenience in assembly and reliability in work, and can be applied to segmented lengthening and tensioning of the steel stranded wires and the finished twisted steel in a prestressed concrete structure.

Description

Steel strand and finish rolling deformed bar connector
Technical field
The present invention relates to a kind of device that steel strand and finish rolling deformed bar reliably are connected.
Background technology
Steel strand and finish rolling deformed bar are two kinds of the most frequently used in prestressed reinforced concrete construction presstressed reinforcing steels; These two kinds of presstressed reinforcing steels can adopt connector segmentation spreading according to the needs of construction; But the connector of prior art is only applicable to the connection between the steel strand or between the finish rolling deformed bar; And there are not a kind of connector that can connect steel strand and finish rolling deformed bar, the demand that connects between the presstressed reinforcing steel of these two kinds of different qualities in the time of engineering construction can't being satisfied.
Summary of the invention
The purpose of this invention is to provide a kind of simple in structure, easy construction, the reliable steel strand of connection and finish rolling deformed bar connector.
Technical scheme of the present invention is: a kind of steel strand and finish rolling deformed bar connector comprise steel strand anchor slab, connecting cylinder, wedge shape intermediate plate, dish spring, pressing plate and screw; Said steel strand anchor slab is that external surface is provided with externally threaded cylinder, and cylindrical external screw thread cooperates with the inner thread of connecting cylinder leading portion; On the steel strand anchor slab, 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 adaptive with it; On the steel strand anchor slab of major diameter mouth one end that is positioned at conical through-hole, pressing plate is arranged through screw; Between pressing plate and wedge shape intermediate plate, be provided with the dish spring; The back segment of said connecting cylinder is provided with and the suitable inner bolt hole of the external screw thread of finish rolling deformed bar.
Wherein, on the said pressing plate with the steel strand anchor slab on the conical through-hole corresponding section be provided with and the suitable through hole of steel strand external diameter.
The invention has the beneficial effects as follows: the present invention is simple in structure, and is easy to assembly; Prove that through experimental examination and engineering practical application the connector reliable operation can be applicable to steel strand and finish rolling deformed bar segmentation spreading and stretch-draw in the prestressed reinforced concrete construction.
Description of drawings
Fig. 1 is the main pseudosection of the embodiment of the invention.
Fig. 2 is the left view of Fig. 1.
Be labeled as among the figure, 1. steel strand anchor slab, 2. connecting cylinder, 3. intermediate plate, 4. dish spring, 5. pressing plate, 6. screw, 7. steel strand, 8. finish rolling deformed bar.
The specific embodiment
Like Fig. 1, shown in 2, a kind of steel strand of the present invention and finish rolling deformed bar connector comprise steel strand anchor slab 1, connecting cylinder 2, wedge shape intermediate plate 3, dish spring 4, pressing plate 5 and screw 6.Steel strand anchor slab 1 is externally threaded cylinder for outer wall is provided with, and cylindrical external screw thread is connected with the inner thread of connecting cylinder 2 leading portions.One or more major diameter mouths conical through-hole inwardly in axial direction is set on steel strand anchor slab 1; The center of circle of conical through-hole evenly distributes around the axle center of steel strand anchor slab 1; Be positioned at making a concerted effort when making steel strand tension on the axle center of anchor slab 1; Be three conical through-holes in the present embodiment, the center of circle of these three conical through-holes is distributed on the peripheral same circumference in the axle center of steel strand anchor slab 1.Adaptive with it wedge shape intermediate plate 3 is all arranged in each conical through-hole; On the steel strand anchor slab 1 of major diameter mouth one end that is positioned at conical through-hole, be fixed with pressing plate 5, between wedge shape intermediate plate 3 bottoms and pressing plate 5, be provided with dish spring 4,, can regulate the thrust of dish spring 4 through rotary screw 6 through screw 6.On the said pressing plate 5 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 diameters, make things convenient for steel strand 7 to pass.The back segment of connecting cylinder 2 be provided with one with the suitable inner bolt hole of the external screw thread of finish rolling deformed bar 8, this inner bolt hole is positioned on the axle center of connecting cylinder 2.
Operating principle:
At first steel strand 7 are inserted in the conical through-hole of steel strand anchor slab 1, and wedge shape intermediate plate 3 is installed is carried out anchoring, dish spring 4, pressing plate 5 are installed then, and with screw 6 fixation clips 5; Make dish spring 4 dog wedge clevis sheets 3 through the screw 6 of screwing.At last the above-mentioned steel strand anchor slab 1 that installs steel strand 7 is screwed to the precalculated position from the two ends of connecting cylinder 2 respectively with finish rolling deformed bar 8, accomplish 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.
CN2011104041204A 2011-12-08 2011-12-08 Connector of steel stranded wires and finished twisted steel Pending CN102561599A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN2011104041204A CN102561599A (en) 2011-12-08 2011-12-08 Connector of steel stranded wires and finished twisted steel

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN2011104041204A CN102561599A (en) 2011-12-08 2011-12-08 Connector of steel stranded wires and finished twisted steel

Publications (1)

Publication Number Publication Date
CN102561599A true CN102561599A (en) 2012-07-11

Family

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN2011104041204A Pending CN102561599A (en) 2011-12-08 2011-12-08 Connector of steel stranded wires and finished twisted steel

Country Status (1)

Country Link
CN (1) CN102561599A (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
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
CN106514861A (en) * 2016-11-24 2017-03-22 青岛昊河水泥制品有限责任公司 Composite reinforcing bar reinforcement cage prestressed tensioning device and method for manufacturing prestressed square-sectioned pile
CN106514862A (en) * 2016-11-24 2017-03-22 青岛裕龙昊河建材科技有限公司 Reinforcing cage prestress tensioning device and making method of prestressed square pile
CN107059961A (en) * 2017-06-21 2017-08-18 浙江求是工程检测有限公司 A kind of static load of pile foundation device

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2911437A1 (en) * 1979-03-23 1980-10-09 Falkner Horst Prestressed concrete sectioned structure stress members coupling - involves anchoring wires in existing anchor plate with wedges already built in
JPH09324495A (en) * 1996-06-06 1997-12-16 Mitsuchi:Kk Joint element and jointing method using the element
CN2311544Y (en) * 1997-07-01 1999-03-24 中外合资柳州欧维姆建筑机械有限公司 Clamping piece anti-loosing apparatus for steel strand group anchor ground tackle
CN2448883Y (en) * 2000-11-13 2001-09-19 柳州欧维姆建筑机械有限公司 Prestressed rib connector
JP2002227343A (en) * 2001-02-02 2002-08-14 Ps Corp Engaging device of prestressing bar, connecting device and anchoring deice therefor
CN2627106Y (en) * 2003-01-24 2004-07-21 董满林 Reinforced bar connector with pretension device
CN202391018U (en) * 2011-12-08 2012-08-22 东南大学 Connector between steel strand and finished deformed bar

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2911437A1 (en) * 1979-03-23 1980-10-09 Falkner Horst Prestressed concrete sectioned structure stress members coupling - involves anchoring wires in existing anchor plate with wedges already built in
JPH09324495A (en) * 1996-06-06 1997-12-16 Mitsuchi:Kk Joint element and jointing method using the element
CN2311544Y (en) * 1997-07-01 1999-03-24 中外合资柳州欧维姆建筑机械有限公司 Clamping piece anti-loosing apparatus for steel strand group anchor ground tackle
CN2448883Y (en) * 2000-11-13 2001-09-19 柳州欧维姆建筑机械有限公司 Prestressed rib connector
JP2002227343A (en) * 2001-02-02 2002-08-14 Ps Corp Engaging device of prestressing bar, connecting device and anchoring deice therefor
CN2627106Y (en) * 2003-01-24 2004-07-21 董满林 Reinforced bar connector with pretension device
CN202391018U (en) * 2011-12-08 2012-08-22 东南大学 Connector between steel strand and finished deformed bar

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
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
CN106514861A (en) * 2016-11-24 2017-03-22 青岛昊河水泥制品有限责任公司 Composite reinforcing bar reinforcement cage prestressed tensioning device and method for manufacturing prestressed square-sectioned pile
CN106514862A (en) * 2016-11-24 2017-03-22 青岛裕龙昊河建材科技有限公司 Reinforcing cage prestress tensioning device and making method of prestressed square pile
CN107059961A (en) * 2017-06-21 2017-08-18 浙江求是工程检测有限公司 A kind of static load of pile foundation device

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Application publication date: 20120711