CN107143151A - A kind of architectural engineering Vierendeel girder bracing means - Google Patents

A kind of architectural engineering Vierendeel girder bracing means Download PDF

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Publication number
CN107143151A
CN107143151A CN201710522813.0A CN201710522813A CN107143151A CN 107143151 A CN107143151 A CN 107143151A CN 201710522813 A CN201710522813 A CN 201710522813A CN 107143151 A CN107143151 A CN 107143151A
Authority
CN
China
Prior art keywords
steel plate
fixation steel
vierendeel girder
clamping plate
plate
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
CN201710522813.0A
Other languages
Chinese (zh)
Inventor
孙毅
韩毅
齐玉磊
赵巍
刘佳
王银辉
魏东超
刘佳颖
李鹤
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.)
Tangshan Iron and Steel Group Co Ltd
HBIS Co Ltd Tangshan Branch
Original Assignee
Tangshan Iron and Steel Group Co Ltd
HBIS Co Ltd Tangshan Branch
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 Tangshan Iron and Steel Group Co Ltd, HBIS Co Ltd Tangshan Branch filed Critical Tangshan Iron and Steel Group Co Ltd
Priority to CN201710522813.0A priority Critical patent/CN107143151A/en
Publication of CN107143151A publication Critical patent/CN107143151A/en
Pending legal-status Critical Current

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Classifications

    • 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

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Chemical & Material Sciences (AREA)
  • Chemical Kinetics & Catalysis (AREA)
  • Electrochemistry (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Joining Of Building Structures In Genera (AREA)

Abstract

The invention discloses a kind of architectural engineering Vierendeel girder bracing means, including fixation steel plate and bottom surface clamping plate, the fixation steel plate is internally provided with carbon fiber, the first fixing bolt is provided with above the fixation steel plate, and first fixing bolt pass through carbon fiber top, the fixation steel plate bottom is connected by the second fixing bolt, in the middle of the fixation steel plate groove is put into for Vierendeel girder, the both sides of the fixation steel plate are fixed with the 3rd gim peg, and the 3rd gim peg be connected with side clamping plate, the bottom surface clamping plate is located at below the clamping plate of side, and side clamping plate is connected by connecting bolt with side clamping plate, have on the right side of 3rd gim peg and press nut and fix, it is packed layer between the fixation steel plate and side clamping plate and bottom surface clamping plate.The architectural engineering Vierendeel girder bracing means is comprehensive to Vierendeel girder to reinforce using simple to operate, and consolidation effect is more obvious, and operating efficiency is high.

Description

A kind of architectural engineering Vierendeel girder bracing means
Technical field
The present invention relates to Vierendeel girder bracing means technical field, specially a kind of architectural engineering Vierendeel girder bracing means.
Background technology
As modernization development modernization construction is progressively expanding, modernization construction of today is mostly first to build framework Based on beam, therefore Vierendeel girder plays a very important effect, and the structural stability of Vierendeel girder directly results in the safety of building Problem, the species and size of the power suffered by the different position of Vierendeel girder is all different, therefore beam is cut in stress or bending moment The larger part of power such as cutting needs to be reinforced, and the conventional method of reinforcing is to increase the toughness of Vierendeel girder, or increase stress frame The cross-sectional area set a roof beam in place, can also largely be used by adding steel plate either angle steel to increase the intensity of Vierendeel girder in life Generally by the sticking carbon fiber on Vierendeel girder, to strengthen the toughness of Vierendeel girder, the power for bearing Vierendeel girder is bigger, or It is the intensity for increasing Vierendeel girder by welding steel, the mode of welding steel, which works together, very to bother, and the effect that works Rate is low, and surface come the mode effect that reinforcing frame is set a roof beam in place not is very effective by way of carbon fiber unsightly.
The content of the invention
It is an object of the invention to provide a kind of architectural engineering Vierendeel girder bracing means, to solve to carry in above-mentioned background technology The inefficiency gone out, profile unsightly, and strengthen effect it is low the problem of.
To achieve the above object, the present invention provides following technical scheme:A kind of architectural engineering Vierendeel girder bracing means, including Fixation steel plate and bottom surface clamping plate, being internally provided with above carbon fiber, the fixation steel plate for the fixation steel plate are provided with One fixing bolt, and the first fixing bolt passes through the top of carbon fiber, the fixation steel plate bottom is connected by the second fixing bolt, The both sides for being put into fixation steel plate described in groove in the middle of the fixation steel plate for Vierendeel girder are fixed with the 3rd gim peg, and the 3rd gim peg It is connected with side clamping plate, the bottom surface clamping plate is located at below the clamping plate of side, and side clamping plate is pressed from both sides by connecting bolt with side Plate is connected, and has on the right side of the 3rd gim peg and presses nut and fix, the fixation steel plate and side clamping plate and bottom surface clamping plate it Between be packed layer.
It is preferred that, fixed form is pastes between the fixation steel plate and carbon fiber, and adhesive material is resin.
It is preferred that, the fixation steel plate includes the first fixation steel plate and the second fixation steel plate, and the first fixation steel plate and the Two fixation steel plate bottoms are stairstepping, and its size matches.
It is preferred that, the fixation steel plate is zigzag close to the outer surface of packed layer side.
It is preferred that, first fixing bolt and the second fixing bolt equal length.
It is preferred that, the side clamping plate is provided with the first fixing groove, the second fixing groove and screw, and the first fixing groove and the The distance between two fixing grooves are equal to the distance between the first fixing bolt and the second fixing bolt, and the position of screw is consolidated with the 3rd The position for determining bolt is corresponding.
Compared with prior art, the beneficial effects of the invention are as follows:The architectural engineering Vierendeel girder bracing means is more convenient, Gu It is stickup to determine fixed form between steel plate and carbon fiber, and adhesive material is resin, can be made between fixation steel plate and carbon fiber Sticking effect more preferably, fixation steel plate include the first fixation steel plate and the second fixation steel plate, and the first fixation steel plate with second consolidate Steel plate bottom is determined for stairstepping, and its size is matched, and fixation steel plate can be made to be suitable for the Vierendeel girder framework of more width Beam, step type can make to be mutually twisted between the first fixation steel plate and the second fixation steel plate, make the stability of fixation steel plate higher, the One fixing bolt and the second fixing bolt equal length, make side clamping plate parallel with the surface of Vierendeel girder, in case later stage filling becomes Shape, side clamping plate provided between the first fixing groove, the second fixing groove and screw, and the first fixing groove and the second fixing groove away from From equal to the distance between the first fixing bolt and the second fixing bolt, the position of screw is relative with the position of the 3rd gim peg Should, be conducive to making the fixation between side clamping plate and fixation steel plate, fixation steel plate is saw close to its outer surface of the side of packed layer Dentation can make filler be preferably fixed together with fixation steel plate, and the architectural engineering Vierendeel girder bracing means connects for nut Connect, accelerate operating efficiency, and packed layer can increase Vierendeel girder cross-sectional area for filling concrete, and fixed mount is used For angle steel, by increasing capacitance it is possible to increase the intensity of Vierendeel girder, the addition of carbon fiber, the toughness of Vierendeel girder is made again to be increased, the architectural engineering frame Bracing means of setting a roof beam in place is more fully effective, and operating efficiency is high.
Brief description of the drawings
Fig. 1 is main view cross section structure diagram of the present invention;
Fig. 2 is overlooking the structure diagram of the present invention;
Fig. 3 is clamp region schematic diagram in side of the present invention;
Fig. 4 is fixation steel plate structural representation of the present invention.
In figure:1st, fixation steel plate, the 101, first fixation steel plate, the 102, second fixation steel plate, 2, carbon fiber, 3, first fixes Bolt, the 4, second fixing bolt, the 5, the 3rd gim peg, 6, Vierendeel girder be put into groove, 7, side clamping plate, the 701, first fixing groove, 702nd, the second fixing groove, 703, screw, 8, press nut, 9, bottom surface clamping plate, 10, connecting bolt, 11, packed layer.
Embodiment
Below in conjunction with the accompanying drawing in the embodiment of the present invention, the technical scheme in the embodiment of the present invention is carried out clear, complete Site preparation is described, it is clear that described embodiment is only a part of embodiment of the invention, rather than whole embodiments.It is based on Embodiment in the present invention, it is every other that those of ordinary skill in the art are obtained under the premise of creative work is not made Embodiment, belongs to the scope of protection of the invention.
Fig. 1-4 are referred to, the present invention provides a kind of technical scheme:A kind of architectural engineering Vierendeel girder bracing means, including it is solid Determine steel plate 1 and bottom surface clamping plate 9, fixation steel plate 1 is internally provided with carbon fiber 2, fixation side between fixation steel plate 1 and carbon fiber 2 Formula is pastes, and adhesive material is resin, makes sticking effect between fixation steel plate 1 and carbon fiber 2 more preferably, fixation steel plate 1 is leaned on The outer surface of the nearly side of packed layer 11 is zigzag, and it is zigzag close to its outer surface of the side of packed layer 11 to make fixation steel plate 1, Filler can be made preferably to be fixed together with fixation steel plate 1, the top of fixation steel plate 1 is provided with the first fixing bolt 3, and First fixing bolt 3 passes through the top of carbon fiber 2, and the bottom of fixation steel plate 1 is connected by the second fixing bolt 4, the fixation Groove 6, the first fixing bolt 3 and the equal length of the second fixing bolt 4 are put into for Vierendeel girder in the middle of steel plate 1, makes side clamping plate 7 and frame Set a roof beam in place be put into groove 6 surface it is parallel, in order to avoid later stage filling deformation, fixation steel plate 1, which includes the first fixation steel plate 101 and second, to be fixed Steel plate 102, and the first fixation steel plate 101 and the bottom of the second fixation steel plate 102 are stairstepping, and its size matches, and can make It is mutually twisted between first fixation steel plate 101 and the second fixation steel plate 102, makes the stability of fixation steel plate 1 higher, fixation steel plate 1 both sides are fixed with the 3rd gim peg 5, and the 3rd gim peg 5 is connected with side clamping plate 7, and the right side of the 3rd gim peg 5 has Press nut 8 to fix, side clamping plate 7 is provided with the first fixing groove 701, the second fixing groove 702 and screw 703, and first fixes The distance between fixing groove 702 of groove 701 and second is equal to the distance between the first fixing bolt 3 and the second fixing bolt 4, screw 703 position is corresponding with the position of the 3rd gim peg 5, is conducive to making the fixation between side clamping plate 7 and fixation steel plate 1, bottom Face clamping plate 9 is located at the lower section of side clamping plate 7, and side clamping plate 7 is connected by connecting bolt 10 with side clamping plate 7, fixation steel plate 1 It is packed layer 11 between side clamping plate 7 and bottom surface clamping plate 9.
Operation principle:When using architectural engineering Vierendeel girder bracing means, first have to reinforce dress to architectural engineering Vierendeel girder The structure put simply is understood, and Vierendeel girder is polished first, is then sprinkled with after water moistening, Vierendeel girder surface is coated Resin, fixation steel plate 1 is stuck on Vierendeel girder, then fixes the second fixing bolt 4, should be passed through in the first fixing bolt 3 Position, to Vierendeel girder, then fixes the second fixing bolt 4, by the first fixing groove 701, the second fixing groove on side clamping plate 7 702 and screw 703 respectively correspond to the first fixing bolt 3, the second fixing bolt 4 and the 3rd gim peg 5 inlay, then rotation press 8 pairs of side clamping plates 7 of nut step up, and then bottom surface clamping plate 9 are fixed on side clamping plate 7 by connecting bolt 10, many packed layers 11 are filled cement, wait after theing cement solidifies, and remove side clamping plate 7 and bottom surface clamping plate 9, here it is this architectural engineering Vierendeel girder adds It is fixedly mounted with the operation principle put.
Although the present invention is described in detail with reference to the foregoing embodiments, for those skilled in the art, It can still modify to the technical scheme described in foregoing embodiments, or which part technical characteristic is carried out etc. With replacing, within the spirit and principles of the invention, any modification, equivalent substitution and improvements made etc. should be included in this Within the protection domain of invention.

Claims (6)

1. a kind of architectural engineering Vierendeel girder bracing means, including fixation steel plate(1)With bottom surface clamping plate(9), it is characterised in that:It is described Fixation steel plate(1)Be internally provided with carbon fiber(2), the fixation steel plate(1)Top be provided with the first fixing bolt(3), And first fixing bolt(3)Through carbon fiber(2)Top, the fixation steel plate(1)Bottom is by the second fixing bolt(4)Phase Even, the fixation steel plate(1)Centre is put into groove for Vierendeel girder(6), the fixation steel plate(1)Both sides be fixed with the 3rd gim peg (5), and the 3rd gim peg(5)With side clamping plate(7)It is connected, the 3rd gim peg(5)Right side, which has, presses nut(8)Gu It is fixed, the bottom surface clamping plate(9)Positioned at side clamping plate(7)Lower section, and side clamping plate(7)Pass through connecting bolt(10)With side clamping plate (7)It is connected, the fixation steel plate(1)With side clamping plate(7)With bottom surface clamping plate(9)Between be packed layer(11).
2. a kind of architectural engineering Vierendeel girder bracing means according to claim 1, it is characterised in that:The fixation steel plate (1)With carbon fiber(2)Between provided with the resin adhered layer of link of being fixed.
3. a kind of architectural engineering Vierendeel girder bracing means according to claim 1 or 2, it is characterised in that:The fixed steel Plate(1)Including the first fixation steel plate(101)With the second fixation steel plate(102), and the first fixation steel plate(101)Steel is fixed with second Plate(102)Bottom is stairstepping, and its size matches.
4. a kind of architectural engineering Vierendeel girder bracing means according to claim 1 or 2, it is characterised in that:The fixed steel Plate(1)Close to packed layer(11)The outer surface of side is zigzag.
5. a kind of architectural engineering Vierendeel girder bracing means according to claim 1 or 2, it is characterised in that:Described first consolidates Determine bolt(3)With the second fixing bolt(4)Equal length.
6. a kind of architectural engineering Vierendeel girder bracing means according to claim 1 or 2, it is characterised in that:The side folder Plate(7)It is provided with the first fixing groove(701), the second fixing groove(702)And screw(703), and the first fixing groove(701)With second Fixing groove(702)The distance between be equal to the first fixing bolt(3)With the second fixing bolt(4)The distance between, screw(703) Position and the 3rd gim peg(5)Position it is corresponding.
CN201710522813.0A 2017-06-30 2017-06-30 A kind of architectural engineering Vierendeel girder bracing means Pending CN107143151A (en)

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CN201710522813.0A CN107143151A (en) 2017-06-30 2017-06-30 A kind of architectural engineering Vierendeel girder bracing means

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CN107143151A true CN107143151A (en) 2017-09-08

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110924704A (en) * 2019-12-11 2020-03-27 四川省建研全固建筑新技术工程有限公司 Reinforced engineering structure and construction method thereof
CN111677325A (en) * 2020-06-18 2020-09-18 南阳市规划设计院 A building reinforcing apparatus for city planning

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Publication number Priority date Publication date Assignee Title
KR940002455A (en) * 1992-07-16 1994-02-17 이윤진 Reinforcement method of concrete structure
CN101787798A (en) * 2010-02-11 2010-07-28 广东三穗建筑工程有限公司 Construction process for reinforced concrete beam bottom bracing and reinforcing template
CN101994398A (en) * 2010-10-15 2011-03-30 方远建设集团股份有限公司 Concrete structure steel plate-fiber reinforce plastic (FRP) composite reinforcement method
CN203741730U (en) * 2013-12-20 2014-07-30 江苏中瑞路桥建设有限公司 T-shaped bridge reinforcing structure
CN104153302A (en) * 2014-08-15 2014-11-19 安徽建工集团有限公司 Method for reinforcing concrete bridge floor beam
CN104652841A (en) * 2015-02-11 2015-05-27 石家庄经济学院 Steel plate cage strengthened reinforced concrete beam structure and preparation method
CN205116773U (en) * 2015-11-29 2016-03-30 陈升平 Wire net mixes fiber reinforced concrete reinforced structure

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR940002455A (en) * 1992-07-16 1994-02-17 이윤진 Reinforcement method of concrete structure
CN101787798A (en) * 2010-02-11 2010-07-28 广东三穗建筑工程有限公司 Construction process for reinforced concrete beam bottom bracing and reinforcing template
CN101994398A (en) * 2010-10-15 2011-03-30 方远建设集团股份有限公司 Concrete structure steel plate-fiber reinforce plastic (FRP) composite reinforcement method
CN203741730U (en) * 2013-12-20 2014-07-30 江苏中瑞路桥建设有限公司 T-shaped bridge reinforcing structure
CN104153302A (en) * 2014-08-15 2014-11-19 安徽建工集团有限公司 Method for reinforcing concrete bridge floor beam
CN104652841A (en) * 2015-02-11 2015-05-27 石家庄经济学院 Steel plate cage strengthened reinforced concrete beam structure and preparation method
CN205116773U (en) * 2015-11-29 2016-03-30 陈升平 Wire net mixes fiber reinforced concrete reinforced structure

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Title
谢开仲: "《城市与工程安全减灾研究与进展》", 电子科技大学出版社, pages: 131 - 137 *

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110924704A (en) * 2019-12-11 2020-03-27 四川省建研全固建筑新技术工程有限公司 Reinforced engineering structure and construction method thereof
CN111677325A (en) * 2020-06-18 2020-09-18 南阳市规划设计院 A building reinforcing apparatus for city planning
CN111677325B (en) * 2020-06-18 2021-11-30 南阳市规划设计院 A building reinforcing apparatus for city planning

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