CN203008225U - Beam reinforced in form of sticking carbon fiber cloth - Google Patents

Beam reinforced in form of sticking carbon fiber cloth Download PDF

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Publication number
CN203008225U
CN203008225U CN 201320001521 CN201320001521U CN203008225U CN 203008225 U CN203008225 U CN 203008225U CN 201320001521 CN201320001521 CN 201320001521 CN 201320001521 U CN201320001521 U CN 201320001521U CN 203008225 U CN203008225 U CN 203008225U
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CN
China
Prior art keywords
crossbeam
utility
model
reinforcing
carbon cloth
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.)
Expired - Fee Related
Application number
CN 201320001521
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Chinese (zh)
Inventor
赵瑞民
李广沛
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.)
Tianjin City C & E Building Technology Development Application Co Ltd
Original Assignee
Tianjin City C & E Building Technology Development Application Co Ltd
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 Tianjin City C & E Building Technology Development Application Co Ltd filed Critical Tianjin City C & E Building Technology Development Application Co Ltd
Priority to CN 201320001521 priority Critical patent/CN203008225U/en
Application granted granted Critical
Publication of CN203008225U publication Critical patent/CN203008225U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

The utility model discloses a beam reinforced in a form of sticking carbon cloth. The beam a T-shaped beam, wherein the carbon cloth is stuck on the bottom surface of the T-shaped beam, and a plurality of U-shaped hoops are buckled on a protruding part at the bottom end of the T-shaped beam and are fixed to the T-shaped beam through anchor bolts. The beam disclosed by the utility model has the beneficial effects of high structure strength and good seismic performance.

Description

Crossbeam with the reinforcing of carbon fibre reinforced polymer form
Technical field
The utility model relates to the Building technology application, particularly a kind of crossbeam of reinforcing with the carbon fibre reinforced polymer form.
Background technology
Beam column is as a kind of building structure commonly used, is widely used in the civilian construction fields.But only considered the impact of gravity load and do not considered shock resistance when the initial design due to beam column, so shockproof effect is very poor, tension, shearing resistance, flexural strength is lower and from great, in case shake strongly occurs, the damage of beam column will be more serious.Consider for people's life security, it is necessary carrying out seismic hardening for upper beam slab.
Summary of the invention
The purpose of this utility model is in order to address the above problem, to have designed a kind of crossbeam of reinforcing with the carbon fibre reinforced polymer form.
Realize that the above-mentioned purpose the technical solution of the utility model is, a kind of crossbeam of reinforcing with the carbon fibre reinforced polymer form comprises T shape crossbeam, and carbon cloth sticks on the bottom surface of T shape crossbeam, a plurality of u ties snap onto on the bossing of T shape crossbeam bottom, and are fixed on T shape crossbeam by crab-bolt.
The number of described u tie is at least two.
Described carbon cloth be shaped as strip, and area is identical with the area of T shape crossbeam bottom surface.
The crossbeam with the reinforcing of carbon fibre reinforced polymer form that utilizes the technical solution of the utility model to make, utilize the mode of steel work and carbon cloth combination to come the reinforcement of rc beam post, consolidation effect is very outstanding, and weight is little, protect four angles of beam column with angle steel, promoted the ability of beam column resistance to compression, anti-collision, for people's life security provides guarantee.
Description of drawings
Fig. 1 is the structural representation of using the crossbeam of carbon fibre reinforced polymer form reinforcing described in the utility model;
In figure, 1, T shape crossbeam; 2, u tie; 3, crab-bolt; 4, carbon cloth; 5, bossing.
The specific embodiment
Below in conjunction with accompanying drawing, the utility model is specifically described, the structural representation of using the crossbeam of carbon fibre reinforced polymer form reinforcing described in the utility model as Fig. 1, as shown in the figure, a kind of crossbeam of reinforcing with the carbon fibre reinforced polymer form, comprise T shape crossbeam 1, carbon cloth 4 sticks on the bottom surface of T shape crossbeam, and a plurality of u ties 2 snap onto on the bossing 5 of T shape crossbeam bottom, and is fixed on T shape crossbeam by crab-bolt 3.Wherein, the number of described u tie is at least two; Described carbon cloth be shaped as strip, and area is identical with the area of T shape crossbeam bottom surface.
The characteristics of the technical program are, adopt u tie and the mode of carbon cloth combination to reinforce, and u tie at the face bearing capacity of assisting carbon cloth, thereby has improved the beam column resistance to compression as the basic point that supports.Counter-bending.The ability of shearing resistance.
Technique scheme has only embodied the optimal technical scheme of technical solutions of the utility model; some changes that those skilled in the art may make some part have wherein all embodied principle of the present utility model, within belonging to protection domain of the present utility model.

Claims (3)

1. crossbeam of reinforcing with the carbon fibre reinforced polymer form, comprise T shape crossbeam (1), it is characterized in that, carbon cloth (4) sticks on the bottom surface of T shape crossbeam, a plurality of u ties (2) snap onto on the bossing (5) of T shape crossbeam bottom, and are fixed on T shape crossbeam by crab-bolt (3).
2. the crossbeam of reinforcing with the carbon fibre reinforced polymer form according to claim 1, is characterized in that, the number of described u tie is at least two.
3. the crossbeam of reinforcing with the carbon fibre reinforced polymer form according to claim 1, is characterized in that, described carbon cloth be shaped as strip, and area is identical with the area of T shape crossbeam bottom surface.
CN 201320001521 2013-01-04 2013-01-04 Beam reinforced in form of sticking carbon fiber cloth Expired - Fee Related CN203008225U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 201320001521 CN203008225U (en) 2013-01-04 2013-01-04 Beam reinforced in form of sticking carbon fiber cloth

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 201320001521 CN203008225U (en) 2013-01-04 2013-01-04 Beam reinforced in form of sticking carbon fiber cloth

Publications (1)

Publication Number Publication Date
CN203008225U true CN203008225U (en) 2013-06-19

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN 201320001521 Expired - Fee Related CN203008225U (en) 2013-01-04 2013-01-04 Beam reinforced in form of sticking carbon fiber cloth

Country Status (1)

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CN (1) CN203008225U (en)

Cited By (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
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
CN103603462A (en) * 2013-10-12 2014-02-26 南京工业大学 Combined beam of FRP, wood and steel reinforced concrete
CN103912133A (en) * 2014-03-19 2014-07-09 华北水利水电大学 Lateral tension prestressing carbon fiber sheet reinforcing method for frame beam
CN105257012A (en) * 2015-08-24 2016-01-20 汤跃超 Aramid fiber reinforcing method for reinforced concrete structure support frame for power transmission and transformation and the like and reinforced structure support frame
CN105257013A (en) * 2015-08-24 2016-01-20 汤跃超 Macromolecule fabric membrane reinforcing method for structure support frame for power transmission and transformation and the like and reinforced structure support frame
CN105586836A (en) * 2016-02-18 2016-05-18 沈阳建筑大学 Combined structure for compositely reinforcing T-beam
CN105756365A (en) * 2016-03-22 2016-07-13 武汉大学 Method for accelerating reinforcement of concrete beam
CN106555481A (en) * 2016-10-27 2017-04-05 湖南大学 The device and method of prestretching fiber composite board reinforced steel concrete flexural member
CN108118785A (en) * 2018-02-08 2018-06-05 沈阳建筑大学 Carbon fiber frame structure and preparation method thereof, construction method built in beam
CN110984620A (en) * 2019-12-30 2020-04-10 扬州大学 Shape memory alloy prestressed U-shaped hoop-FRP reinforced concrete beam and construction process thereof
CN113668698A (en) * 2021-07-16 2021-11-19 齐珊珊 Double-layer steel structure with anti-torsion function

Cited By (18)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103603462A (en) * 2013-10-12 2014-02-26 南京工业大学 Combined beam of FRP, wood and steel reinforced concrete
CN103603509B (en) * 2013-12-10 2016-08-17 山东双得利建设科技有限公司 Use carbon cloth reinforced reinforced beam and reinforcement means
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
CN103912133A (en) * 2014-03-19 2014-07-09 华北水利水电大学 Lateral tension prestressing carbon fiber sheet reinforcing method for frame beam
CN103912133B (en) * 2014-03-19 2016-01-13 华北水利水电大学 Vierendeel girder transverse stretching pre-stressed carbon fiber sheet material reinforcement means
CN105257012A (en) * 2015-08-24 2016-01-20 汤跃超 Aramid fiber reinforcing method for reinforced concrete structure support frame for power transmission and transformation and the like and reinforced structure support frame
CN105257013A (en) * 2015-08-24 2016-01-20 汤跃超 Macromolecule fabric membrane reinforcing method for structure support frame for power transmission and transformation and the like and reinforced structure support frame
CN105257012B (en) * 2015-08-24 2019-01-11 汤跃超 Structure bracket after power transmission and transformation steel reinforced concrete structure bracket aramid fiber reinforcement means and reinforcing
CN105586836A (en) * 2016-02-18 2016-05-18 沈阳建筑大学 Combined structure for compositely reinforcing T-beam
CN105756365A (en) * 2016-03-22 2016-07-13 武汉大学 Method for accelerating reinforcement of concrete beam
CN106555481A (en) * 2016-10-27 2017-04-05 湖南大学 The device and method of prestretching fiber composite board reinforced steel concrete flexural member
CN106555481B (en) * 2016-10-27 2018-08-14 湖南大学 The device and method of prestretching fiber composite board reinforced steel concrete flexural member
CN108118785A (en) * 2018-02-08 2018-06-05 沈阳建筑大学 Carbon fiber frame structure and preparation method thereof, construction method built in beam
CN108118785B (en) * 2018-02-08 2023-11-21 沈阳腾越建筑工程有限公司 Beam built-in carbon fiber frame structure and manufacturing method and construction method thereof
CN110984620A (en) * 2019-12-30 2020-04-10 扬州大学 Shape memory alloy prestressed U-shaped hoop-FRP reinforced concrete beam and construction process thereof
CN110984620B (en) * 2019-12-30 2022-06-07 扬州大学 Construction method of shape memory alloy prestressed U-shaped hoop-FRP reinforced concrete beam
CN113668698A (en) * 2021-07-16 2021-11-19 齐珊珊 Double-layer steel structure with anti-torsion function
CN113668698B (en) * 2021-07-16 2022-11-22 湖北欧本钢结构有限公司 Double-layer steel structure with anti-torsion function

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C14 Grant of patent or utility model
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20130619

Termination date: 20180104