CN206052574U - Prestress rope tensioning system - Google Patents
Prestress rope tensioning system Download PDFInfo
- Publication number
- CN206052574U CN206052574U CN201620921015.6U CN201620921015U CN206052574U CN 206052574 U CN206052574 U CN 206052574U CN 201620921015 U CN201620921015 U CN 201620921015U CN 206052574 U CN206052574 U CN 206052574U
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- tensioning
- steel wire
- anchor slab
- nut
- fixed
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Abstract
The utility model discloses a kind of prestress rope tensioning system, including the anchor slab being fixed in architecture to be reinforced by bar planting, is provided with tensioning support in anchor slab side；Also include many main thread bars being parallel to each other, main thread bar one end connection screw thread sleeve, screw shell connecting steel wire ropes；The main thread bar other end is through after the perforate on anchor slab, fixed by bolt-nut, and branch sleeve, branch sleeve auxiliary connection threaded rod one end are set in its end, the deputy thread bar other end passes through tensioning support, and is fixed on tensioning stent outer by tensioning nut；Force transducer is additionally provided between tensioning nut and tensioning support.Many steel wire ropes can be anchored by one piece of anchor slab, the reinforcing efficiency to existing structure and effect is substantially increased.
Description
Technical field
This utility model is related to civil engineering field, specifically a kind of prestress rope tensioning system.
Background technology
Due to the impact of material aging, construction quality, nature or the factor such as artificial, existing many bridge houses cored slab
Structure is suddenly to be repaired and reinforces, and countries in the world will expend huge fund every year for this.Existing structure reinforcement technique mainly has increase to cut
Face method, reinforcement by sticking of sheets, stickup fibrous composite method for strengthening, setting support method for strengthening, steel strand wires mesh sheet-polymer mortar add
Gu method etc..Existing reinforcement means is primarily present problems with：(1) there is Stress resort effect between reinforcement material and original component,
Cooperation ability is poor, largely effects on consolidation effect；(2) reinforcement material end anchorage length not enough, easily finds anchored end
Stripping damage, it is impossible to give full play to the strength of materials；(3) increase the sectional dimension of original component, increase deadweight, affect sight and
Use.And prestress rope reinforcement technique is a kind of extraordinary reinforcement technique, with active reinforcing, unstressed delayed effect
Should, without stripping problem, and do not increase the sectional dimension of original component.But the tensioning of existing prestress rope reinforcement technique is filled
Put not mature enough with method, there is a problem of in engineer applied using inconvenience, installation difficulty, inefficiency.Therefore, it is badly in need of one
Plant new prestress rope tensioning system to solve the above problems.
Utility model content
Goal of the invention：In order to overcome the deficiencies in the prior art, this utility model to provide a kind of prestress rope
Tensioning system.
Technical scheme：For solve above-mentioned technical problem, a kind of prestress rope tensioning system of the present utility model, including
The anchor slab being fixed in architecture to be reinforced by bar planting, is provided with tensioning support in anchor slab side；It is also mutually flat including many
Capable main thread bar, main thread bar one end connection screw thread sleeve, screw shell connecting steel wire ropes；The main thread bar other end is passed through and is set
After the perforate on anchor slab, fixed by bolt-nut, and branch sleeve, branch sleeve auxiliary connection threaded rod are set in its end
One end, the deputy thread bar other end pass through tensioning support, and are fixed on tensioning stent outer by tensioning nut；Tensioning nut with
Force transducer is additionally provided between tensioning support.
Wherein, screw shell one end is provided with longitudinal inner thread hole, and the other end is provided with horizontal unthreaded hole, longitudinal inner thread hole
For being connected with threaded rod, horizontal unthreaded hole is used for connecting steel wire ropes.
Wherein, after the horizontal unthreaded hole on screw shell, its end is extruded anchor head anchoring to steel wire penetrating.
Beneficial effect：A kind of prestress rope tensioning system of the present utility model, has the advantages that：
1st, many steel wire ropes can be anchored by one piece of anchor slab, substantially increases the reinforcing efficiency to existing structure and effect
Really；
2nd, can just realize applying steel wire rope prestressing force by rotating tensioning nut, and by controlling torsion reaching control
The stretching force of steel wire rope processed, it is convenient to construct, it is not necessary to main equipment, and cable tensios control high precision；
3rd, tensioning nut, pad, force transducer, branch sleeve and tensioning support are detachable and reuse, great Liang Jie
About reinforcement cost, and it is easy to use, install it is simple, rapidly and efficiently the characteristics of.
Description of the drawings
Unitary construction figures of the Fig. 1 for this utility model prestress rope tensioning system；
Tensioning support top views of the Fig. 2 for this utility model prestress rope tensioning system；
Tensioning support side views of the Fig. 3 for this utility model prestress rope tensioning system；
Anchor slab top views of the Fig. 4 for this utility model prestress rope tensioning system；
Anchor slab side views of the Fig. 5 for this utility model prestress rope tensioning system；
In figure：1- anchor slabs, 2- bar plantings, 3- steel wire ropes, 4- screw shells, 5- extruding anchor heads, 6- main thread bars, 7- tensioning
Frame, 8- branch sleeves, 9- force transducers, 10- pads, 11- bolt-nuts, 12- tensioning nuts, 13- treat ruggedized construction, 14- pairs
Threaded rod.
Specific embodiment
Below in conjunction with the accompanying drawings this utility model is further described.
Prestress rope tensioning system as shown in Figures 1 to 5, including being arranged on the bar planting 2 treated in ruggedized construction 13；
Anchor slab 1 is fixed on by bar planting 2 to be treated in ruggedized construction 13；Steel wire rope 3 after the perforate for bypassing screw shell 4, with extruding anchor head 5
Anchoring；6 one end of main thread bar is connected by female thread with screw shell 4, after the other end passes through the perforate of anchor slab 1, with anchoring spiral shell
Female 11 fix；Tensioning support 7 is against the both sides of anchor slab 2, and deputy thread bar 14 passes through branch sleeve through after the perforate of tensioning support 7
8 are connected with main thread bar 6；Force transducer 9, pad 10 and tensioning nut 12 are sequentially arranged on deputy thread bar 14.Extruding anchor head 5
Made by soft material, be inside provided with hole, steel wire rope 3 with the instrument extruding extruding anchor head 5, is reached through after extruding anchor head 5
The purpose of anchoring steel wire rope 3,3 other end of steel wire rope are anchored at other positions for treating ruggedized construction or are anchored at other structures
On.4 one end of screw shell is provided with longitudinal inner thread hole, and the other end is provided with horizontal unthreaded hole, and longitudinal inner thread hole is used for and spiral shell
Rasp bar 6 connects, and horizontal unthreaded hole is used for connecting steel wire ropes 3.Tensioning nut 12 can be tightened with instrument, to apply to steel wire rope 3
Prestressing, and by control instrument torsion come reach control steel wire rope 3 stretching force purpose.
A kind of prestress rope tensioning system of the present utility model, is implemented by following steps：
(1) punching of 13 relevant position of ruggedized construction is being treated, bar planting 2 is being installed；
(2) anchor slab 1 is fixed on by bar planting 2 and is treated in ruggedized construction 13；
(3) steel wire rope 3 is anchored with extruding anchor head 5 after the horizontal unthreaded hole for bypassing screw shell 4；
(4) by main thread bar 6 through anchor slab 1 perforate after, in the female thread of precession screw shell 5, main thread bar 6 it is another
One end bolt-nut 11 is fixed；
(5) tensioning support 7 is against the side of anchor slab 1, deputy thread bar 6 is through after the perforate of tensioning support 7 by connection
Sleeve 8 is connected with main thread bar 6；
(6) respectively force transducer 9, pad 10 and tensioning nut 12 are sequentially arranged on deputy thread bar 14；
(7) tensioning nut 12 is tightened with instrument, prestressing force is applied to steel wire rope 3, until the reading of force transducer 9 reaches and sets
Meter stretching force；
(8) bolt-nut 11 is tightened, the tensioning to the root steel wire rope is completed；
(9) the 3rd to the 8th step is repeated in, the installation and tensioning of all steel wire ropes is completed；
(10) tensioning nut 12, pad 10, force transducer 9, branch sleeve 8 and tensioning support 7 are finally unloaded.
The above is only preferred implementation of the present utility model, it should be pointed out that：For the common skill of the art
For art personnel, on the premise of without departing from this utility model principle, some improvements and modifications can also be made, these improve and
Retouching also should be regarded as protection domain of the present utility model.
Claims (3)
1. a kind of prestress rope tensioning system, it is characterised in that：Including being fixed in architecture to be reinforced by bar planting
Anchor slab, is provided with tensioning support in anchor slab side；Also include many main thread bars being parallel to each other, main thread bar one end connection spiral shell
Stricture of vagina sleeve, screw shell connecting steel wire ropes；The main thread bar other end is through after the perforate on anchor slab, solid by bolt-nut
It is fixed, and branch sleeve is set in its end, branch sleeve auxiliary connection threaded rod one end, the deputy thread bar other end are propped up through tensioning
Frame, and tensioning stent outer is fixed on by tensioning nut；Force transducer is additionally provided between tensioning nut and tensioning support.
2. prestress rope tensioning system according to claim 1, it is characterised in that：Wherein, screw shell one end is opened
Have longitudinal inner thread hole, the other end is provided with horizontal unthreaded hole, longitudinal inner thread hole for being connected with threaded rod, horizontal non-threaded
Hole is used for connecting steel wire ropes.
3. prestress rope tensioning system according to claim 2, it is characterised in that：Wherein, steel wire penetrating is located at
After horizontal unthreaded hole on screw shell, its end is extruded anchor head anchoring.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620921015.6U CN206052574U (en) | 2016-08-22 | 2016-08-22 | Prestress rope tensioning system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620921015.6U CN206052574U (en) | 2016-08-22 | 2016-08-22 | Prestress rope tensioning system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206052574U true CN206052574U (en) | 2017-03-29 |
Family
ID=58384968
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620921015.6U Active CN206052574U (en) | 2016-08-22 | 2016-08-22 | Prestress rope tensioning system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206052574U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106149575A (en) * | 2016-08-22 | 2016-11-23 | 东南大学 | Prestress rope tensioning system and method |
| CN108396969A (en) * | 2018-05-11 | 2018-08-14 | 中国建筑科学研究院有限公司建筑机械化研究分院 | Building structure strengthening steel strand wires mesh sheet tensioning fastening assembly and its application method |
-
2016
- 2016-08-22 CN CN201620921015.6U patent/CN206052574U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106149575A (en) * | 2016-08-22 | 2016-11-23 | 东南大学 | Prestress rope tensioning system and method |
| CN108396969A (en) * | 2018-05-11 | 2018-08-14 | 中国建筑科学研究院有限公司建筑机械化研究分院 | Building structure strengthening steel strand wires mesh sheet tensioning fastening assembly and its application method |
| CN108396969B (en) * | 2018-05-11 | 2023-08-15 | 中国建筑科学研究院有限公司建筑机械化研究分院 | Steel strand mesh tensioning and fastening assembly for building structure reinforcement and application method thereof |
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