CN106436587A - Chain link type automatic synchronous tensioning system and method for prestressed wire ropes - Google Patents

Chain link type automatic synchronous tensioning system and method for prestressed wire ropes Download PDF

Info

Publication number
CN106436587A
CN106436587A CN201610700743.9A CN201610700743A CN106436587A CN 106436587 A CN106436587 A CN 106436587A CN 201610700743 A CN201610700743 A CN 201610700743A CN 106436587 A CN106436587 A CN 106436587A
Authority
CN
China
Prior art keywords
tensioning
anchor
teeth nut
motor
band teeth
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.)
Granted
Application number
CN201610700743.9A
Other languages
Chinese (zh)
Other versions
CN106436587B (en
Inventor
吁新华
李兴华
吴刚
蒋剑彪
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.)
Limited By Share Ltd Beijing Nine Road Detection Technology
JIANGXI GANYUE EXPRESSWAY CO Ltd
Southeast University
Original Assignee
Limited By Share Ltd Beijing Nine Road Detection Technology
JIANGXI GANYUE EXPRESSWAY CO Ltd
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 Limited By Share Ltd Beijing Nine Road Detection Technology, JIANGXI GANYUE EXPRESSWAY CO Ltd, Southeast University filed Critical Limited By Share Ltd Beijing Nine Road Detection Technology
Priority to CN201610700743.9A priority Critical patent/CN106436587B/en
Publication of CN106436587A publication Critical patent/CN106436587A/en
Application granted granted Critical
Publication of CN106436587B publication Critical patent/CN106436587B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01DCONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D22/00Methods or apparatus for repairing or strengthening existing bridges ; Methods or apparatus for dismantling bridges
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G23/00Working measures on existing buildings
    • E04G23/02Repairing, e.g. filling cracks; Restoring; Altering; Enlarging
    • E04G23/0218Increasing or restoring the load-bearing capacity of building construction elements
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G23/00Working measures on existing buildings
    • E04G23/02Repairing, e.g. filling cracks; Restoring; Altering; Enlarging
    • E04G23/0218Increasing or restoring the load-bearing capacity of building construction elements
    • E04G23/0237Increasing or restoring the load-bearing capacity of building construction elements of storey floors

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Chemical & Material Sciences (AREA)
  • Chemical Kinetics & Catalysis (AREA)
  • Electrochemistry (AREA)
  • Mechanical Engineering (AREA)
  • Reinforcement Elements For Buildings (AREA)

Abstract

The invention discloses a chain link type automatic synchronous tensioning system and method for prestressed wire ropes. The chain link type automatic synchronous tensioning system comprises an anchor plate, wherein the anchor plate is fixed on a structure to be reinforced through planted bars; a plurality of main threaded rods are arranged in the anchor plate in a parallel and penetrating manner; one end of each of the main threaded rods is connected with a corresponding screw sleeve, and the other end of each of the screw sleeves is connected with a corresponding steel wire rope; after the other end of each of the main threaded rods penetrates through a corresponding opening of the anchor plate, the other end of each of the main threaded rods is fixed by a corresponding anchoring toothed nut; a tensioning bracket is arranged on one side of the anchor plate; after the main threaded rods penetrate in the tensioning bracket, each of the main threaded rods is connected with a corresponding secondary threaded rod through a corresponding connecting sleeve; after the other ends of the secondary threaded rods penetrate out of the tensioning bracket, the other ends of the secondary threaded rods are separately fixed on the tensioning bracket by corresponding tensioning toothed nuts; and the anchoring toothed nuts and the tensioning toothed nuts are separately connected with a driving mechanism. According to the chain link type automatic synchronous tensioning system disclosed by the invention, anchoring a plurality of steel wire ropes can be realized through one anchor plate, so that the reinforcing efficiency and the reinforcing effect of a conventional structure are improved; and synchronous tensioning and synchronous locking are performed on all the steel wire ropes on the anchor plate, so that the situation that the bearing capacity is reduced due to uneven distribution of the prestressing force of the steel wire ropes is avoided, and the automatic synchronous tensioning system is convenient to use, and simple and high-efficiency to mount.

Description

Loop chain type prestress rope automatic synchronization tensioning system and method
Technical field
The present invention relates to civil engineering technical field of transportation, specifically a kind of loop chain type prestress rope automatic synchronization tensioning system System and method.
Background technology
Due to the impact of material aging, construction quality, nature or the factor such as artificial, existing a lot of 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, easily finds anchored end Stripping damage it is impossible to give full play to the strength of materials;(3) increase original component sectional dimension, increase deadweight, impact sight and Use.And prestress rope reinforcement technique is a kind of extraordinary reinforcement technique, there is actively reinforcing, unstressed delayed effect Should, no stripping problem, and do not increase the sectional dimension of original component.But the tensioning of existing prestress rope reinforcement technique fills 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 automatic synchronization tensioning system and method to solve the above problems.
Content of the invention
Goal of the invention:In order to overcome the deficiencies in the prior art, the present invention provides a kind of loop chain type compressor wire Rope automatic synchronization tensioning system and method.
Technical scheme:For solving above-mentioned technical problem, a kind of loop chain type prestress rope automatic synchronization of the present invention is opened Pull system, including anchor slab, anchor slab is fixed on by bar planting to be treated in ruggedized construction;Parallel in anchor slab be equipped with many main thread bars, Main thread bar one end is connected by female thread with screw shell, screw shell other end connecting steel wire ropes;The main thread bar other end Through after the perforate of anchor slab, fixed with anchor band teeth nut;Anchor slab side is provided with tensioning support, and each main thread bar penetrates tensioning After in support, pass through branch sleeve auxiliary connection threaded rod respectively, after the deputy thread bar other end passes tensioning support, respectively by tensioning Band teeth nut is fixed on tensioning support;Each anchor band teeth nut is connected drive mechanism respectively with tensioning band teeth nut.
Wherein, drive mechanism includes two chains being connected with teeth nut respectively with each anchor band teeth nut and tensioning, The chain being connected with anchor band teeth nut connects anchoring motor, connects tensioning motor with tensioning with the chain that teeth nut is connected.
Wherein, each anchor band teeth nut and tensioning band teeth nut are central authorities and have internal thread hole, and outline is with teeth Nut, tooth engaged each other with chain.
Wherein, it is provided with force transducer between tensioning support and anchor slab.
Wherein, screw shell one end has axial internal thread hole, and the other end has radial hole, and axial internal thread hole is used for even Connect main thread bar, after steel wire penetrating radial hole, with extruding anchor head anchoring.
A kind of loop chain type prestress rope automatic synchronization method for stretching, comprises the following steps:
(1) treating the punching of ruggedized construction relevant position, bar planting is being installed;
(2) by bar planting, anchor slab is fixed on and treats in ruggedized construction;
(3) steel wire rope, after the perforate bypassing screw shell, is anchored with extruding anchor head;
(4) after main thread bar being passed through the perforate of anchor slab, in the female thread of precession screw shell, the other end of main thread bar Fixed with anchor band teeth nut;
(5) tensioning support is against on the force transducer of both sides of anchor slab, after deputy thread bar passes through the perforate of tensioning support It is connected with main thread bar above by branch sleeve;
(6) tensioning band teeth nut is sequentially arranged on deputy thread bar;
(7) after the steel wire rope on all anchor slabs installs, tensioning motor and anchoring motor install gear and chain Bar;
(8) controlling the work of tensioning motor, driving stretching end chain and the rotation with teeth nut for the tensioning, thus applying to steel wire rope Prestressing, until the reading of force transducer reaches design stretching force, controls tensioning motor to stop;
(9) control anchoring motor work, drive the rotation of anchored end chain and anchor band teeth nut, until anchoring motor because Moment of torsion stops operating greatly very much, thus locking screw rasp bar, controls anchoring motor to stop;
(10) tensioning band teeth nut, tensioning motor, anchoring motor, chain, gear, force transducer, adapter sleeve are finally unloaded Cylinder, deputy thread bar and tensioning support.
Beneficial effect:A kind of loop chain type prestress rope automatic synchronization tensioning system of the present invention, has following beneficial Effect:
1st, can realize anchoring many steel wire ropes by one piece of anchor slab, substantially increase the reinforcing efficiency to existing structure and Effect;
2nd, pass through the actuating device of motor, gear and chain, it is possible to achieve to the automatic Tensioning of steel wire rope, auto lock, Greatly save cost of labor, improve efficiency of construction;
3rd, all steel wire ropes on anchor slab can be implemented with synchronous tensions simultaneously and synchronous lock, it is to avoid many steel wire ropes The problem that prestress distribution is uneven and leads to bearing capacity to reduce;
4th, tensioning band teeth nut, tensioning motor, anchoring motor, chain, gear, force transducer, branch sleeve and tensioning are propped up Frame is all detachable and reuses, and substantial saving in reinforcement cost;
5th, integrate, this loop chain type prestress rope automatic synchronization tensioning system and method have easy to use, peace Dress is simple, feature rapidly and efficiently.
Brief description
Fig. 1 is present configuration schematic diagram;
Fig. 2 is tensioning support top view;
Fig. 3 is tensioning support side view;
Fig. 4 is anchor slab top view;
Fig. 5 be anchor slab with treat ruggedized construction attachment structure side view.
In figure:1- anchor slab, 2- bar planting, 3- steel wire rope, 4- screw shell, 5- extrudes anchor head, 6- main thread bar, and 7- tensioning is propped up Frame, 8- branch sleeve, 9- force transducer, 10- tensioning motor, 11- anchors motor, 12- tensioning band teeth nut, 13- chain, 14- Gear, 15- treats ruggedized construction, and 16- anchors motor, 17- deputy thread bar.
Specific embodiment
Below in conjunction with the accompanying drawings the present invention is further described.
A kind of loop chain type prestress rope automatic synchronization tensioning system as shown in Figure 1, including anchor slab 1, anchor slab 1 passes through Bar planting 2 is fixed on and is treated in ruggedized construction 15;Parallel in anchor slab 1 it is equipped with many main thread bars 6, main thread bar 6 one end and screw thread Sleeve 4 passes through female thread and is connected, screw shell other end connecting steel wire ropes 3;Main thread bar 6 other end passes through the perforate of anchor slab 1 Afterwards, fixing with anchor band teeth nut 11;Anchor slab 1 side is provided with tensioning support 7, and each main thread bar 6 penetrates in tensioning support 7 Afterwards, pass through branch sleeve 8 auxiliary connection threaded rod 17 respectively, after deputy thread bar 17 other end passes tensioning support 7, respectively by tensioning Band teeth nut 12 is fixed on tensioning support 7;Each anchor band teeth nut 11 is connected driving machine respectively with tensioning band teeth nut 12 Structure;It is provided with force transducer 9 between tensioning support 7 and anchor slab 1.Drive mechanism include respectively with each anchor band teeth nut 11 and Two chains that tensioning connects with teeth nut 12, the chain being connected with anchor band teeth nut 11 connects anchoring motor 16, with tensioning Connect tensioning motor 10 with the chain that teeth nut 12 connects, each anchor band teeth nut 11 and tensioning band teeth nut 12 are central authorities Have internal thread hole, and an outline nut with teeth, tooth is engaged each other with chain.Screw shell 4 one end has axial female thread Hole, the other end has radial hole, and axial internal thread hole is used for connecting main thread bar 6, after steel wire rope 3 passes through radial hole, with extruding Anchor head 5 anchors.Extruding anchor head 5 is made by soft material, inside has hole, after steel wire rope 3 passes through extruding anchor head 5, is squeezed with instrument Pressure described extruding anchor head 5, anchoring steel wire rope 3.In the present invention, steel wire rope 3 be extruded anchor head anchoring, the other end be fixed on beam or On post.
The present invention also provides a kind of loop chain type prestress rope automatic synchronization method for stretching, comprises the following steps:
(1) treating the punching of ruggedized construction 15 relevant position, bar planting 5 is being installed;
(2) by bar planting 2, anchor slab 1 is fixed on and treats in ruggedized construction 15;
(3) steel wire rope 3, after the perforate bypassing screw shell 4, is anchored with extruding anchor head 5;
(4) by main thread bar 6 pass through anchor slab 1 perforate after, in the female thread of precession screw shell 5, main thread bar 6 another One end is fixing with anchor band teeth nut 11;
(5), on the force transducer 9 of the both sides that tensioning support 7 is against anchor slab 1, deputy thread bar 17 passes through tensioning support 7 It is connected with main thread bar 6 above by branch sleeve 8 after perforate;
(6) tensioning band teeth nut 12 is sequentially arranged on deputy thread bar 17;
(7) after the steel wire rope 3 on all anchor slabs 1 installs, tooth installed by tensioning motor 10 and anchoring motor 16 Wheel 14 and chain 13;
(8) control tensioning motor 10 to work, drive stretching end chain 13 and the rotation with teeth nut 12 for the tensioning, thus to steel Cord 3 applies prestressing force, until the reading of force transducer 9 reaches design stretching force, controls tensioning motor 10 to stop;
(9) control anchoring motor 16 to work, drive the rotation of anchored end chain 13 and anchor band teeth nut 11, until anchoring Motor 16 stops operating because moment of torsion is too big, thus locking screw rasp bar 6, controls anchoring motor 16 to stop;
(10) tensioning band teeth nut 12, tensioning motor 10, anchoring motor 16, chain 13, gear 14, power sensing are finally unloaded Device 9, branch sleeve 8, deputy thread bar 17 and tensioning support 7.
The above be only the preferred embodiment of the present invention it should be pointed out that:Ordinary skill people for the art For member, under the premise without departing from the principles of the invention, some improvements and modifications can also be made, these improvements and modifications also should It is considered as protection scope of the present invention.

Claims (6)

1. a kind of loop chain type prestress rope automatic synchronization tensioning system it is characterised in that:Including anchor slab (1), anchor slab (1) leads to Cross bar planting (2) and be fixed on and treat in ruggedized construction (15);Parallel in anchor slab (1) it is equipped with many main thread bars (6), main thread bar (6) one end is connected with screw shell (4), after the other end passes through anchor slab (1), is fixed on anchor slab (1) with anchor band teeth nut (11) Side;Screw shell (4) other end connecting steel wire ropes (3);Anchor slab (1) side is provided with tensioning support (7), each main thread bar (6), after penetrating in tensioning support (7), branch sleeve (8) auxiliary connection threaded rod (17), deputy thread bar (17) other end are passed through respectively After passing tensioning support (7), it is fixed on tensioning support (7) by tensioning band teeth nut (12) respectively;Each anchor band teeth nut (11) it is connected drive mechanism respectively with tensioning band teeth nut (12).
2. loop chain type prestress rope automatic synchronization tensioning system according to claim 1 it is characterised in that:Wherein, Drive mechanism includes two chains being connected respectively with each anchor band teeth nut (11) and tensioning band teeth nut (12), with anchoring Connect anchoring motor (16) with the chain that teeth nut (11) connects, the chain being connected with tensioning band teeth nut (12) connects tensioning electricity Machine (10).
3. loop chain type prestress rope automatic synchronization tensioning system according to claim 2 it is characterised in that:Wherein, Each anchor band teeth nut (11) and tensioning band teeth nut (12) are central authorities and have internal thread hole, and outline spiral shell with teeth Mother, tooth is engaged each other with chain.
4. loop chain type prestress rope automatic synchronization tensioning system according to claim 1 it is characterised in that:Wherein, It is provided with force transducer (9) between tensioning support (7) and anchor slab (1).
5. loop chain type prestress rope automatic synchronization tensioning system according to claim 1 it is characterised in that:Wherein, Screw shell (4) one end has axial internal thread hole, and the other end has radial hole, and axial internal thread hole is used for connecting main thread bar (6) after, steel wire rope (3) passes through radial hole, with extruding anchor head (5) anchoring.
6. a kind of loop chain type prestress rope automatic synchronization method for stretching is it is characterised in that comprise the following steps:
(1) treating the punching of ruggedized construction (15) relevant position, bar planting (2) is being installed;
(2) by bar planting (2), anchor slab (1) is fixed on and treats in ruggedized construction (15);
(3) steel wire rope (3), after the perforate bypassing screw shell (4), is anchored with extruding anchor head (5);
(4) after main thread bar (6) being passed through the perforate of anchor slab (1), in the female thread of precession screw shell (5), main thread bar (6) The other end fixing with anchor band teeth nut (11);
(5), on the force transducer (9) of the both sides that tensioning support (7) is against anchor slab (1), deputy thread bar (17) passes through tensioning support (7) it is connected with main thread bar (6) above by branch sleeve (8) after perforate;
(6) tensioning band teeth nut (12) is sequentially arranged on deputy thread bar (17);
(7) after the steel wire rope (3) on all anchor slabs (1) installs, in tensioning motor (10) and the upper peace of anchoring motor (16) Cogged (14) and chain (13);
(8) control tensioning motor (10) work, drive the rotation of stretching end chain (13) and tensioning band teeth nut (12), thus right Steel wire rope (3) applies prestressing force, until the reading of force transducer (9) reaches design stretching force, controls tensioning motor (10) to stop;
(9) control anchoring motor (16) work, drive the rotation of anchored end chain (13) and anchor band teeth nut (11), until anchor Gu motor (16) stops operating because moment of torsion is too big, thus locking screw rasp bar (6), anchoring motor (16) is controlled to stop;
(10) finally unload tensioning band teeth nut (12), tensioning motor (10), anchoring motor (16), chain (13), gear (14), Force transducer (9), branch sleeve (8), deputy thread bar (17) and tensioning support (7).
CN201610700743.9A 2016-08-22 2016-08-22 Loop chain type prestress rope automatic synchronization tensioning system and method Active CN106436587B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201610700743.9A CN106436587B (en) 2016-08-22 2016-08-22 Loop chain type prestress rope automatic synchronization tensioning system and method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201610700743.9A CN106436587B (en) 2016-08-22 2016-08-22 Loop chain type prestress rope automatic synchronization tensioning system and method

Publications (2)

Publication Number Publication Date
CN106436587A true CN106436587A (en) 2017-02-22
CN106436587B CN106436587B (en) 2019-03-05

Family

ID=58181400

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201610700743.9A Active CN106436587B (en) 2016-08-22 2016-08-22 Loop chain type prestress rope automatic synchronization tensioning system and method

Country Status (1)

Country Link
CN (1) CN106436587B (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108678408A (en) * 2018-06-02 2018-10-19 孙语遥 Reinforced concrete roof beam prestressing force wire rope reinforcing apparatus
CN115609749A (en) * 2022-10-18 2023-01-17 江西省宜春公路建设集团有限公司 Prestressed crawler-type tensioning car balance box

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20020039640A (en) * 2001-12-21 2002-05-27 유용하 Screw-type tendon tensioning device for post-tension of a pre-stress concrete structure
CN201794310U (en) * 2010-08-16 2011-04-13 上海中技桩业股份有限公司 Automatic nut screwing device for prestress tensioning machine
CN102561210A (en) * 2012-01-17 2012-07-11 武汉大学 Carbon fiber bar in-vitro prestressed tensioning device and using method thereof
CN203320978U (en) * 2013-06-07 2013-12-04 华北水利水电大学 Tensioning and anchoring device for prestressed carbon fiber sheet reinforced long-span concrete structure
CN105862608A (en) * 2016-05-20 2016-08-17 东南大学 Automatic tensioning system and method of prestress fiber plate reinforcing beam plate
CN206173820U (en) * 2016-08-22 2017-05-17 江西赣粤高速公路股份有限公司 Push -pull system is opened to endless chain formula prestressed wire rope automatic synchronization

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20020039640A (en) * 2001-12-21 2002-05-27 유용하 Screw-type tendon tensioning device for post-tension of a pre-stress concrete structure
CN201794310U (en) * 2010-08-16 2011-04-13 上海中技桩业股份有限公司 Automatic nut screwing device for prestress tensioning machine
CN102561210A (en) * 2012-01-17 2012-07-11 武汉大学 Carbon fiber bar in-vitro prestressed tensioning device and using method thereof
CN203320978U (en) * 2013-06-07 2013-12-04 华北水利水电大学 Tensioning and anchoring device for prestressed carbon fiber sheet reinforced long-span concrete structure
CN105862608A (en) * 2016-05-20 2016-08-17 东南大学 Automatic tensioning system and method of prestress fiber plate reinforcing beam plate
CN206173820U (en) * 2016-08-22 2017-05-17 江西赣粤高速公路股份有限公司 Push -pull system is opened to endless chain formula prestressed wire rope automatic synchronization

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108678408A (en) * 2018-06-02 2018-10-19 孙语遥 Reinforced concrete roof beam prestressing force wire rope reinforcing apparatus
CN108678408B (en) * 2018-06-02 2020-12-08 日照市德衡信息技术有限公司 Reinforced concrete roof beam prestressing force wire rope reinforcing apparatus
CN115609749A (en) * 2022-10-18 2023-01-17 江西省宜春公路建设集团有限公司 Prestressed crawler-type tensioning car balance box

Also Published As

Publication number Publication date
CN106436587B (en) 2019-03-05

Similar Documents

Publication Publication Date Title
CN105862608B (en) The automation tensioning system and method for a kind of pre-stress fibre plate reinforcing slab plate
EP2997197B1 (en) Method for pre-stressing a steel structure, and steel structure pre-stressed using said method
CN101922237B (en) Connector-type tensioning and anchoring system of reinforced concrete flexural piece with prestress steel strands
WO2007025555A1 (en) Method for vertically extruding a concrete element, device for producing a concrete element and devices produced by this method
CN103321430A (en) Construction method of reinforcing large-span concrete structure with prestressed carbon fiber sheet
CN110042767B (en) Cable buckling and anchoring method of cable hoisting system
US11674323B2 (en) Device and method for reinforcing round section wood beam by combination of prestressed FRP sheet and high strength steel wire rope
CN109653531A (en) A kind of external prestressing steel strand connector and mating tensioning equipment
CN101812924B (en) Tensioned anchorage system for prestress steel strand reinforced concrete pillar
CN102322152A (en) Prestressed carbon fiber board tensioning system and tension reinforcing method
CN101122175A (en) Pretensioned prestressing box girder strain and relaxation process
CN106436587A (en) Chain link type automatic synchronous tensioning system and method for prestressed wire ropes
CN2739290Y (en) Steel strand vertical prestress anchoring system
CN106320191A (en) Pre-tensioning steel wire and polymer mortar externally-added layer reinforcing device
CN209760863U (en) External prestress steel strand connector and matched tensioning device
CN106149575A (en) Prestress rope tensioning system and method
CN101713253A (en) Prestressed carbon cloth reinforced tensioner
CN206173820U (en) Push -pull system is opened to endless chain formula prestressed wire rope automatic synchronization
CN106522114A (en) Concrete structure prestress reinforcing device adopting CFRP cloth
EP2088259B1 (en) Device for pre-tensioning reinforcement elements on structures
CN206052574U (en) Prestress rope tensioning system
CN110524675B (en) Pre-tensioning prefabricated I-beam and construction method thereof
CN106836021A (en) A kind of pre-stress FRP sheet material Shear Strengthening beams of concrete experimental provision
CN206071086U (en) The system of prestress rope integrative consolidation slab column
CN214091138U (en) FRP cloth and wire rope prestressing force reinforcing circular cross section timber beams device

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
GR01 Patent grant
GR01 Patent grant
CB03 Change of inventor or designer information

Inventor after: Wang Guoqiang

Inventor after: Li Xinghua

Inventor after: Wu Gang

Inventor after: Jiang Jianbiao

Inventor before: Xinhua

Inventor before: Li Xinghua

Inventor before: Wu Gang

Inventor before: Jiang Jianbiao

CB03 Change of inventor or designer information