CN109944459A - A kind of bracing means and reinforcement means using carbon cloth reinforced non-uniform beam - Google Patents

A kind of bracing means and reinforcement means using carbon cloth reinforced non-uniform beam Download PDF

Info

Publication number
CN109944459A
CN109944459A CN201910289754.6A CN201910289754A CN109944459A CN 109944459 A CN109944459 A CN 109944459A CN 201910289754 A CN201910289754 A CN 201910289754A CN 109944459 A CN109944459 A CN 109944459A
Authority
CN
China
Prior art keywords
carbon cloth
uniform beam
pressing plate
bracing means
carbon
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
CN201910289754.6A
Other languages
Chinese (zh)
Inventor
林建平
尹盈
霍静思
彭仲鑫
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.)
Huaqiao University
Original Assignee
Huaqiao 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 Huaqiao University filed Critical Huaqiao University
Priority to CN201910289754.6A priority Critical patent/CN109944459A/en
Publication of CN109944459A publication Critical patent/CN109944459A/en
Pending legal-status Critical Current

Links

Landscapes

  • Joining Of Building Structures In Genera (AREA)

Abstract

The invention discloses a kind of bracing means and reinforcement means using carbon cloth reinforced non-uniform beam, bracing means includes carbon cloth, several pressing plates and several high-strength bolts, carbon cloth is pasted on non-uniform beam in longitudinal tension stress state, several anchor holes are offered in the beam body of the non-uniform beam of carbon cloth longitudinal direction two sides, several pressing plates are covered on the covering of the length direction interval on the carbon cloth and along the carbon cloth and lay, pressing plate is bolted by high-strength bolt and is fixed, carbon cloth to be pressed between the pressing plate and non-uniform beam, filled with the first viscose glue to be fixed on the screw rod is cementing in anchor hole between screw rod and anchor hole.It has the following advantages: reinforcing non-uniform beam operates easy for construction, pollution stressed effect that is small, optimizing carbon fiber reinforcement non-uniform beam, carbon fibre material performance is given full play to.

Description

A kind of bracing means and reinforcement means using carbon cloth reinforced non-uniform beam
Technical field
The present invention relates to the reinforcement technique field of concrete structure more particularly to a kind of carbon cloth reinforced variable cross-sections of use The bracing means and reinforcement means of beam.
Background technique
The representative arch bridge and continuous bridge built up China's the 1960s and the seventies reaches certain mostly Service life is reinforced, improves bearing capacity, to meet existing specification.Bridge strengthening maintenance research is main mostly at present It is less to the research of arch bridge, nonprismatic beam for uniform beam.And existing reinforcement technique, as Enlargement of Section, arrangement of reinforcement add Gu the tradition reinforcement means such as method, outer patch steel plate reinforcement method carries out reinforcing to curved beam, there are constructing operation complexity, anti-corrosion effect are poor, right The problems such as environmental pollution is serious.Current carbon cloth reinforced concrete structure can guarantee total with original structure in scope of design Same stress, restraint crack development, improves stress performance, and antiseptic property is excellent, and constructing operation is easy, short construction period, surrounding ring Border interference is small.So carbon cloth in many concrete structures using increasingly extensive, but reinforce in variable-section beam structure and also compare Less, the consolidation effect of ruggedized construction device has to be hoisted.
Summary of the invention
The present invention provides a kind of bracing means and reinforcement means using carbon cloth reinforced non-uniform beam, which overcome The deficiencies in the prior art described in background technology.
The technical solution adopted by the present invention to solve the technical problems is:
A kind of bracing means using carbon cloth reinforced non-uniform beam, it includes carbon cloth, several pressing plates and several High-strength bolt, the high-strength bolt include screw rod and nut, which is pasted on non-uniform beam in longitudinal tension stress state, Several anchor holes are offered in the beam body of the non-uniform beam of the carbon cloth longitudinal direction two sides, which is pressed on the carbon fiber in advance Length direction interval on cloth and along the carbon cloth is laid, which is bolted by the cooperation of the high-strength bolt and anchor hole at this On non-uniform beam, and carbon cloth is pressed between the pressing plate and non-uniform beam, first is filled between the screw rod and anchor hole Viscose glue is to be fixed on the screw rod is cementing in anchor hole.Among one embodiment: being filled between the carbon cloth and the opposite face of pressing plate There is the second viscose glue so that the pressing plate is closely bonded with the carbon cloth.
Among one embodiment: the aperture of the anchor hole is greater than 1-3mm between screw rod.
Among one embodiment: being covered on the longitudinally perpendicular longitudinal direction in carbon cloth of the pressing plate on the carbon cloth.
Among one embodiment: the carbon cloth is pasted on the non-uniform beam by epoxy resin.
Among one embodiment: first viscose glue is epoxy resin.
Among one embodiment: second viscose glue is epoxy resin.
Among one embodiment: further including several gaskets, which is located between nut and pressing plate.
Among one embodiment: the pressing plate is sheet metal.
The reinforcement means of above-mentioned bracing means, comprising:
Step 1, the deterioration layer on non-uniform beam surface to be reinforced is removed, and in the position of non-uniform beam affixing carbon fabric Carry out dabbing processing;
Step 2, the first viscose glue and corresponding insertion screw rod are injected in each anchor hole;
Step 3, it will be coated in one side that the position of non-uniform beam affixing carbon fabric and carbon cloth are pasted with beam body viscous Glue;
Step 4, positioning and precompressed are carried out to carbon cloth, bolt enters pressing plate and nut and applies 50% to nut on screw rod Design torque;
Step 5, pretension is longitudinally applied to design value to carbon cloth;
Step 6, to the second viscose glue is coated on the opposite face of carbon cloth and pressing plate, make the close affixing carbon fabric of pressing plate;
Step 7, the design torque for applying remaining 50% to nut superposition, makes pressing plate closely compress carbon cloth completely And non-uniform beam is reinforced together with carbon cloth.
Among one embodiment: the design pretension that the carbon cloth is longitudinally applied to passes through the two of the jack pair carbon cloth End is applied.
The technical program compared with the background art, it has the following advantages:
1, non-uniform beam is reinforced using carbon cloth, favorable anti-corrosion effect and soft easily repairing are reinforced to become and be cut Beam operation in face is easy for construction, pollution is small.
2, pressing plate is fitted closely by carbon cloth by high-strength bolt and pressure is applied to it, can inhibit carbon cloth from Liang Jie Face removing, improves interface peel intensity, optimizes the stressed effect of carbon fiber reinforcement non-uniform beam, give full play to carbon fibre material Performance.
3, screw rod is anchored in beam body using the first viscose glue, it is small to the damage of non-uniform beam and can be preferably by screw rod It is locked in concrete.
It 4, further include several gaskets, which is located between nut and pressing plate, can reduce nut to pressing plate using gasket Stress concentrate injury.
5, in the reinforcement means, stress is applied to carbon cloth, which answers with what non-uniform beam stress generated Power plays preferable consolidation effect to non-uniform beam on the contrary, carbon cloth high-strength light feature therefore can be given full play to.
Detailed description of the invention
Present invention will be further explained below with reference to the attached drawings and examples.
Fig. 1 is beam bottom detail design bottom view.
Fig. 2 is described in the present embodiment using the partial schematic diagram of the bridge of carbon cloth reinforced non-uniform beam.
Fig. 3 is the structural schematic diagram of this carbon cloth.
Fig. 4 is the structural schematic diagram of pressing plate.
Fig. 5 is the fit structure schematic diagram of screw rod, nut and gasket.
Fig. 6 is the fit structure schematic diagram of screw rod, nut, pressing plate and gasket.
Specific embodiment
Please refer to Fig. 1 to Fig. 6, a kind of bracing means using carbon cloth reinforced non-uniform beam, described in the present embodiment Non-uniform beam is bridge, which includes carbon cloth 10, several pressing plates 20 and several high-strength bolts, the high-strength bolt packet Screw rod 30 and nut 40 are included, which is pasted on non-uniform beam 100 and in longitudinal tension stress state, the carbon cloth Several anchor holes 60 are offered in the beam body of the non-uniform beam 100 of 10 longitudinal two sides, which is covered on the carbon cloth Length direction interval on 10 and along the carbon cloth 10, which covers, lays, and the both ends of the pressing plate 20 are equipped with preformed hole, the screw rod 30 It is implanted into corresponding anchor hole 60 to cooperate with nut 40 again after the preformed hole 21 of the pressing plate 20 and fixes 20 interlocking of pressing plate, simultaneously Carbon cloth 10 is pressed between the pressing plate 20 and non-uniform beam 100, the first viscose glue is filled between the screw rod 30 and anchor hole With by this, screw rod 30 is cementing is fixed in anchor hole.
The second viscose glue is filled between the carbon cloth 10 and the opposite face of pressing plate 20 so that the pressing plate 20 and the carbon fiber Cloth 10 closely bonds.
Preferably, the aperture of the anchor hole is greater than 1-3mm between screw rod 30, and anchor hole is slightly larger than screw rod 30 deeply and is placed in anchor hole length 0.2cm。
In the present embodiment, this is covered on the longitudinally perpendicular in the vertical of carbon cloth 10 of the pressing plate 20 on the carbon cloth 10 To.
The carbon cloth 10 is pasted on the non-uniform beam 100 by epoxy resin, and first viscose glue and the second viscose glue are equal Using epoxy resin.
It further include several gaskets 50, which is located between nut 40 and pressing plate 20, reduces when nut 40 screws tight to pressure Plate 20 generates the harm that stress is concentrated.
Sheet metal can be used in the pressing plate 20, has certain deformability, can be preferably bonded and be pressed in variable cross-section On the beam face of beam 100.
The reinforcement means of above-mentioned bracing means, comprising:
Step 1, the deterioration layer for removing 100 surface of non-uniform beam to be reinforced can be used sanding machine and remove non-uniform beam 100 On deterioration layer, and the position of 100 affixing carbon fabric 10 of non-uniform beam carry out dabbing processing 70, to increase carbon cloth 10 With the adhesive strength between non-uniform beam 100, which can be set as 0.2cm;
Step 2, the first viscose glue and corresponding insertion screw rod 30 are injected in each anchor hole;
Step 3, in the one side position of 100 affixing carbon fabric 10 of non-uniform beam and carbon cloth 10 and beam body pasted Coat viscose glue;
Step 4, positioning and precompressed are carried out to carbon cloth 10, bolt enters pressing plate 20 and nut 30 and to nut on screw rod 30 30 apply 50% design torque;
Step 5, pretension is longitudinally applied to design value to carbon cloth 10;
Step 6, to the second viscose glue is coated on the opposite face of carbon cloth 10 and pressing plate 20, pressing plate 20 is made closely to paste carbon fiber Tie up cloth 10;
Step 7, the design torque for applying remaining 50% to the superposition of nut 30, makes pressing plate 20 closely compress carbon fiber completely Dimension cloth 10 is simultaneously and carbon cloth 10 reinforces non-uniform beam 100 together.
In the present embodiment, the design pretension which is longitudinally applied to passes through the jack pair carbon cloth 10 Both ends are applied.
The above is only the preferred embodiment of the present invention, the range implemented of the present invention that therefore, it cannot be limited according to, i.e., according to Equivalent changes and modifications made by the invention patent range and description, should still be within the scope of the present invention.

Claims (11)

1. a kind of bracing means using carbon cloth reinforced non-uniform beam, it is characterised in that: including carbon cloth, several pressing plates And several high-strength bolts, the high-strength bolt include screw rod and nut, which is pasted onto change in longitudinal tension stress state and cuts On the beam of face, several anchor holes are offered in the beam body of the non-uniform beam of the carbon cloth longitudinal direction two sides, which is pressed in advance Length direction interval on the carbon cloth and along the carbon cloth is laid, which passes through the cooperation of the high-strength bolt and anchor hole Bolt is pressed between the pressing plate and non-uniform beam on the non-uniform beam, and by carbon cloth, is filled out between the screw rod and anchor hole Filled with the first viscose glue to be fixed on the screw rod is cementing in anchor hole.
2. a kind of bracing means using carbon cloth reinforced non-uniform beam according to claim 1, it is characterised in that: should Filled with the second viscose glue so that the pressing plate is closely bonded with the carbon cloth between carbon cloth and the opposite face of pressing plate.
3. a kind of bracing means using carbon cloth reinforced non-uniform beam according to claim 1, it is characterised in that: should The aperture of anchor hole is greater than 1-3mm between screw rod.
4. a kind of bracing means using carbon cloth reinforced non-uniform beam according to claim 1, it is characterised in that: cover Cover the longitudinally perpendicular longitudinal direction in carbon cloth of the pressing plate on the carbon cloth.
5. a kind of bracing means using carbon cloth reinforced non-uniform beam according to claim 1 or 2, feature exist In: the carbon cloth is pasted on the non-uniform beam by epoxy resin.
6. a kind of bracing means using carbon cloth reinforced non-uniform beam according to claim 1 or 2, feature exist In: first viscose glue is epoxy resin.
7. a kind of bracing means using carbon cloth reinforced non-uniform beam according to claim 2, it is characterised in that: should Second viscose glue is epoxy resin.
8. a kind of bracing means using carbon cloth reinforced non-uniform beam according to claim 1 or 2, feature exist In: it further include several gaskets, which is located between nut and pressing plate.
9. a kind of bracing means using carbon cloth reinforced non-uniform beam according to claim 1, it is characterised in that: should Pressing plate is sheet metal.
10. the reinforcement means of bracing means as claimed in claim 2, it is characterised in that: include:
Step 1, the deterioration layer on non-uniform beam surface to be reinforced is removed, and is carried out in the position of non-uniform beam affixing carbon fabric Dabbing processing;
Step 2, the first viscose glue and corresponding insertion screw rod are injected in each anchor hole;
Step 3, viscose glue will be coated on the position of non-uniform beam affixing carbon fabric and carbon cloth and the one side of beam body stickup;
Step 4, positioning and precompressed are carried out to carbon cloth, bolt enters pressing plate and nut and setting to nut application 50% on screw rod Count torque;
Step 5, pretension is longitudinally applied to design value to carbon cloth;
Step 6, to the second viscose glue is coated on the opposite face of carbon cloth and pressing plate, make the close affixing carbon fabric of pressing plate;
Step 7, to nut superposition apply remaining 50% design torque, make pressing plate completely closely compress carbon cloth and and Carbon cloth reinforces non-uniform beam together.
11. the reinforcement means of bracing means according to claim 10, it is characterised in that: what the carbon cloth was longitudinally applied to Design pretension is applied by the both ends of the jack pair carbon cloth.
CN201910289754.6A 2019-04-11 2019-04-11 A kind of bracing means and reinforcement means using carbon cloth reinforced non-uniform beam Pending CN109944459A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201910289754.6A CN109944459A (en) 2019-04-11 2019-04-11 A kind of bracing means and reinforcement means using carbon cloth reinforced non-uniform beam

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201910289754.6A CN109944459A (en) 2019-04-11 2019-04-11 A kind of bracing means and reinforcement means using carbon cloth reinforced non-uniform beam

Publications (1)

Publication Number Publication Date
CN109944459A true CN109944459A (en) 2019-06-28

Family

ID=67014820

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201910289754.6A Pending CN109944459A (en) 2019-04-11 2019-04-11 A kind of bracing means and reinforcement means using carbon cloth reinforced non-uniform beam

Country Status (1)

Country Link
CN (1) CN109944459A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110424278A (en) * 2019-07-22 2019-11-08 山东大学 A kind of construction method of the pre-stressed carbon fiber plate reinforcement of distributed anchoring
CN111959001A (en) * 2020-08-03 2020-11-20 东莞市鑫泓科技有限公司 Method for manufacturing carbon fiber decorative plate
CN112376934A (en) * 2020-11-06 2021-02-19 中交四航工程研究院有限公司 Beam plate reinforcing system and reinforcing method

Citations (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0799951A1 (en) * 1996-04-04 1997-10-08 Freyssinet International (Stup) Method for reinforcing building constructions by means of glued carbon fibres
CA2221885A1 (en) * 1996-11-21 1998-05-21 University Technologies International, Inc. Prestressing anchorage system for fiber reinforced plastic tendons
CN1970974A (en) * 2005-11-24 2007-05-30 同济大学 Construction process for pretension carbon fiber cloth reinforced concrete beam
CN101025047A (en) * 2007-03-09 2007-08-29 华南理工大学 External transverse prestressed steel reinforced concrete beam
JP2008007871A (en) * 2006-06-28 2008-01-17 Du Pont Toray Co Ltd Reinforcing fiber sheet
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
CN103603509A (en) * 2013-12-10 2014-02-26 山东双得利建设科技有限公司 Carbon fiber fabric reinforced concrete beam and reinforcing method thereof
CN203742194U (en) * 2014-02-26 2014-07-30 华侨大学 Prestressed steel wire rope encircling reinforcing device of concrete beam
CN209874539U (en) * 2019-04-11 2019-12-31 华侨大学 Reinforcing device for reinforcing variable-section beam by adopting carbon fiber cloth

Patent Citations (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0799951A1 (en) * 1996-04-04 1997-10-08 Freyssinet International (Stup) Method for reinforcing building constructions by means of glued carbon fibres
CA2221885A1 (en) * 1996-11-21 1998-05-21 University Technologies International, Inc. Prestressing anchorage system for fiber reinforced plastic tendons
CN1970974A (en) * 2005-11-24 2007-05-30 同济大学 Construction process for pretension carbon fiber cloth reinforced concrete beam
JP2008007871A (en) * 2006-06-28 2008-01-17 Du Pont Toray Co Ltd Reinforcing fiber sheet
CN101025047A (en) * 2007-03-09 2007-08-29 华南理工大学 External transverse prestressed steel reinforced concrete beam
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
CN103603509A (en) * 2013-12-10 2014-02-26 山东双得利建设科技有限公司 Carbon fiber fabric reinforced concrete beam and reinforcing method thereof
CN203742194U (en) * 2014-02-26 2014-07-30 华侨大学 Prestressed steel wire rope encircling reinforcing device of concrete beam
CN209874539U (en) * 2019-04-11 2019-12-31 华侨大学 Reinforcing device for reinforcing variable-section beam by adopting carbon fiber cloth

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110424278A (en) * 2019-07-22 2019-11-08 山东大学 A kind of construction method of the pre-stressed carbon fiber plate reinforcement of distributed anchoring
CN110424278B (en) * 2019-07-22 2021-07-06 山东大学 Construction method of distributed anchored prestressed carbon fiber plate reinforcing beam
CN111959001A (en) * 2020-08-03 2020-11-20 东莞市鑫泓科技有限公司 Method for manufacturing carbon fiber decorative plate
CN112376934A (en) * 2020-11-06 2021-02-19 中交四航工程研究院有限公司 Beam plate reinforcing system and reinforcing method

Similar Documents

Publication Publication Date Title
CN106382011B (en) Concrete structure pre-stressed carbon fiber plate tensioning rollering fastening system and method
CN109944459A (en) A kind of bracing means and reinforcement means using carbon cloth reinforced non-uniform beam
CN103321430B (en) Pre-stressed carbon fiber sheet material is reinforced greatly across the construction method of concrete structure
CN103061415B (en) Gluing composite connection joint and gluing composite connection method for FRP (fiber reinforced polymer) section and barbed plates
CN203320978U (en) Tensioning and anchoring device for prestressed carbon fiber sheet reinforced long-span concrete structure
CN105781140B (en) Self-anchored type pre-stress fibre enhances composite material cloth reinforced concrete device and method
JP2013503763A5 (en)
CN102322152B (en) Prestressed carbon fiber board tensioning system and tension reinforcing method
CN101619619A (en) Construction method for strengthening concrete component by prestress carbon fiber prepregs
CN208578344U (en) A kind of intermediate plate type articulated anchor device of fiber reinforced composite board
CN204357147U (en) The composite reinforcing structure of prestressed reinforced concrete construction flexural member
KR20200002803A (en) FRP material bonding structure and bonding method to the structure
CN102926551B (en) Device and method for reinforcing flexural concrete member
CN110424278A (en) A kind of construction method of the pre-stressed carbon fiber plate reinforcement of distributed anchoring
CN101463638A (en) Carbon beaverboard anchorage
CN201198634Y (en) Carbon fiber board anchorage
CN105756365A (en) Method for accelerating reinforcement of concrete beam
CN103397702B (en) A kind of composite material connection jiont for net frame point and method
CN203129623U (en) Composite strengthening structure for building
CN103837383A (en) Test method of anchoring performance of pre-stress carbon fiber sheet material double flat plate type anchorage device
CN109322503A (en) Hydro-concrete Structures combined prestressing force hardened system and its construction method
CN207538500U (en) A kind of embedded U-shaped end umbrella FRP tendons shearing concrete T beams
KR20080105942A (en) Reinforced fiber containing resin panel and method of reinforcing construction
CN105839936B (en) A kind of stretching and anchoring device and tension anchoring method of pre-stress FRP grid
CN202299472U (en) Reinforcing structure for reinforcing concrete beam by pre-stressed carbon fibre plate

Legal Events

Date Code Title Description
PB01 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
SE01 Entry into force of request for substantive examination
RJ01 Rejection of invention patent application after publication

Application publication date: 20190628