CN201704875U - Intelligent composite spiral hoop and construction composite material anchoring head thereof - Google Patents

Intelligent composite spiral hoop and construction composite material anchoring head thereof Download PDF

Info

Publication number
CN201704875U
CN201704875U CN2010202518347U CN201020251834U CN201704875U CN 201704875 U CN201704875 U CN 201704875U CN 2010202518347 U CN2010202518347 U CN 2010202518347U CN 201020251834 U CN201020251834 U CN 201020251834U CN 201704875 U CN201704875 U CN 201704875U
Authority
CN
China
Prior art keywords
composite
intelligent
intelligent composite
spiral hoop
construction
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
CN2010202518347U
Other languages
Chinese (zh)
Inventor
金文成
王渝珍
郑文衡
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.)
Hubei Jin Li Engineering Composite Material Co., Ltd.
Original Assignee
金文成
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 金文成 filed Critical 金文成
Priority to CN2010202518347U priority Critical patent/CN201704875U/en
Application granted granted Critical
Publication of CN201704875U publication Critical patent/CN201704875U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Images

Landscapes

  • Reinforcement Elements For Buildings (AREA)

Abstract

The utility model discloses an intelligent composite spiral hoop and a construction composite material anchoring head thereof, relating to the field of construction composite materials and detection sensors. The intelligent composite spiral hoop adopts a taper spiral hoop in round or polygonal shape and formed by composite material compounded with optical fiber. The construction composite material anchoring head comprises an intelligent composite spiral hoop, an anchor padding plate, a prestress rope and a corrugated pipe, wherein the small spiral end surface of the intelligent composite spiral hoop and the left end surface of the anchor padding plate are connected into an anchoring whole; the prestress rope is arranged in the central axis of the anchoring whole; the corrugated pipe is arranged on the outermost circle of the prestress rope; and the right end surface of the corrugated pipe and the left end surface of the anchor padding plate are mutually connected. The intelligent composite spiral hoop has self-monitoring and self-diagnosis functions and the advantages of high strength, good stability, corrosion resistance, strong anti-electromagnetic interference, small volume, light weight, high precision, etc. The intelligent composite spiral hoop and the anchoring head thereof can be used in piers, tunnels, and other projects for construction and monitoring.

Description

A kind of intelligent composite spiral reinforcement stirrup and building composite anchoring head thereof
Technical field
The utility model relates to composite building material and detecting sensor field, relates in particular to a kind of intelligent composite spiral reinforcement stirrup and building composite anchoring head thereof.
Background technology
For a long time, China's constructional materials mainly uses metal building materials such as traditional civil construction material and reinforcing bar.Along with the sustained and rapid development of China's economic construction, the novel building composite material of high-strength, light-duty, high-quality is as the basic material of modern architecture, and its development more and more comes into one's own.Along with riseing significantly of novel building composite material demand, the existing building material can not satisfy the demand of modern architecture.
U.S. OCF company relies on its advantage in the glass fiber field, has researched and developed light-duty novel building composite materials such as the compound muscle of glass fiber; At the beginning of 21 century, the expert of Japan works out again to use based on the compound muscle of the high-strength carbon fibre of carbon fiber-reinforced resin and replaces new materials such as reinforcing bar, and by practical application.Compound muscle has advantages such as in light weight, that intensity is high, corrosion resistance is strong.
In recent years, the compound muscle of carbon fiber had also carried out small-scale production and application test in China, and through State Bureau of Building Materials Industry product quality inspection center and middle smelting academy etc. the safe application performance of compound muscle was tested and studied.Because carbon fibre material costs an arm and a leg, for widely applying the compound muscle of carbon fiber, not only want the import carbon fiber as constructional materials, and price very high (300-500 unit/kg), investment thereby is subjected to condition restriction such as fund greatly; And the carbon fiber compound stirrup can only be made still single hoop by hand.
Traditional resistance strain gage and vibrating wire sensor be pasted in use tested architectural, and the packaged type Fibre Optical Sensor be with sensor package in thin metal sleeve or be embedded in the interlayer of FRP fibre sheet material, during use it is pasted on tested architectural, lay sensor for construction and brought a lot of inconvenience, yield rate is not high, the precision of sensor is also low during test, so the life-span that traditional intelligent muscle is applied in the building structure monitoring is very short, fails to obtain a large amount of promotion and application.
By retrieval, still there are not intelligent composite spiral reinforcement stirrup and building composite anchoring head thereof.
Summary of the invention
The purpose of this utility model just is to overcome the shortcoming and defect that prior art exists, and a kind of intelligent composite spiral reinforcement stirrup and building composite anchoring head thereof are provided.
The purpose of this utility model is achieved in that
One, intelligent composite spiral reinforcement stirrup
This intelligent composite spiral reinforcement stirrup is a kind of round or polygonal cone spiral stirrup that is composited by composite material and optical fiber.
This stirrup has the performance of aspects such as good mechanics, chemistry, calorifics, and lower price advantage is arranged again, is a kind of from monitoring, self diagnosis and have the New Building Materials of the intelligent multifunction of distributing rationally.
Two, based on the building composite anchoring head (abbreviation anchorage head) of intelligent composite spiral reinforcement stirrup
This anchorage head comprises intelligent composite spiral reinforcement stirrup, anchor plate, prestress rope material and bellows;
The minor spiral end face of Intelligent Composite stirrup and the left side of anchor plate connect into an anchoring whole;
Central axis in anchoring whole is provided with the prestress rope material;
Outer ring at the prestress rope material is provided with bellows, and the right side of bellows is connected with the left side of anchor plate.
The operating principle of anchorage head:
When post stretching was made prestressed concrete member, in prestress rope (or steel strand) tension process, along with the increase of tension force, near the concrete the anchor plate bore very big pressure loading; Because load is very concentrated, ordinary circumstance, concrete all can rupture, and therefore can't realize the prestressing force tension, also just can't make member keep enough prestressing force.Therefore must adopt reinforcing bar or composite material bar to strengthen local crush resistance strength in the part.The compressive strength of concrete own is very high, the main cause of above-mentioned rupture failure be with pressure direction be 45 the degree sloping sections on shear strain, spiral stirrup can limit this shear strain, thereby has strengthened the local strength of member.Its mechanics principle is: material is in axial compression, up to pine effect radially promptly takes place and expands, and poisson effect is strong more, and the shear strain in 45 degree cross sections is big more.Limit poisson effect, just limited shear strain.Therefore improved bearing capacity.
The tapered expansion of spiral stirrup, the local reinforcement guiding stress equalizing of taper disperses, and makes stress distribution arrive bigger cross section, and when away from the extruding point when far away, stress has no longer concentrated on the part, has just no longer needed spiral stirrup.Therefore.Spiral stirrup plays local booster action, and needed length is less, is generally about tens centimetres to one meter, does not need to run through whole member.Its taper end diameter is suitable with anchor plate, and 1/4th of the long-pending sectional area near member of large end face gets final product to 1/2nd.
The utlity model has following advantage and good effect:
1, this Intelligent Composite spiral hoop has from monitoring, self-diagnostic function;
Self being concrete skeleton and reinforcing material, is again sensor, can measure a lot of physical change situations such as the crackle of strain, stress, temperature and inside concrete and position;
Reinforcing bar or compound muscle at when construction and building are laid simultaneously.
2, the tensile strength of this Intelligent Composite spiral hoop is 3 times of reinforcing bar and weight is 1/4th of reinforcing bar, has intensity height, good stability, corrosion-resistant, anti-electromagnetic interference is strong, volume is little, in light weight, precision advantages of higher.
3, the shape of this Intelligent Composite spiral hoop keeps regular consistent, instant packed, transports and the yield rate height is installed with size.
4, this method has realized mechanization production, has improved production efficiency, has alleviated direct labor's labour intensity, has reduced the loss and the operation place of raw material, and energy-saving effect is obvious;
5, this Intelligent Composite spiral hoop and anchorage head thereof are applicable to the construction and the monitoring of engineerings such as bridge pier, tunnel.
Description of drawings
Fig. 1 is the structural representation of this stirrup
Fig. 2 .1 is the structural representation (main looking) of this anchorage head;
Fig. 2 .2 is the structural representation (side-looking) of this anchorage head.
Wherein:
The 10-intelligent composite spiral reinforcement stirrup;
The 20-anchor plate;
30-prestress rope material;
The 40-bellows.
The specific embodiment
Below in conjunction with accompanying drawing and example in detail:
One, intelligent composite spiral reinforcement stirrup 10
As Fig. 1, intelligent composite spiral reinforcement stirrup 10 is a kind of round or polygonal cone spiral stirrups that are composited by composite material and optical fiber.
* described composite material is basalt fibre and carbon fibre composite, also can be the composite fibre of basalt fibre and high-performance glass fiber, and mixing ratio is between 30% to 70%.
* described optical fiber is through the common communication optical fiber of demarcating, and as sensor usefulness, also is simultaneously the carrier of signal transmission; Quantity is the 3-6 root:
A temperature that is used to test intelligent composite spiral reinforcement stirrup 10, and the temperature-compensating when measuring strain;
A strain that is used to test intelligent composite spiral reinforcement stirrup 10;
All the other are acknowledgment copy.
Intelligent composite spiral reinforcement stirrup 10 can be measured physical fields such as comprising strain, stress, temperature, detects crackle, cavity, the bubble of inside concrete and determines its position.
Intelligent composite spiral reinforcement stirrup 10 has intensity height, good stability, advantage such as corrosion-resistant, as having the Intelligence of Sensors member, the setting of sensor does not influence original physical field, information such as the internal stress of energy perception, strain, temperature, rather than infer internal state according to the measurement on surface, it has also that anti-electromagnetic interference is strong, volume is little, in light weight, precision advantages of higher in addition.
Two, based on the building composite anchoring head (abbreviation anchorage head) of intelligent composite spiral reinforcement stirrup
1, general structure
As Fig. 2 .1,2.2, this anchorage head comprises intelligent composite spiral reinforcement stirrup 10, anchor plate 20, prestress rope material 30 and bellows 40;
The minor spiral end face of intelligent composite spiral reinforcement stirrup 10 and the left side of anchor plate 20 connect into an anchoring whole;
Central axis in anchoring whole is provided with prestress rope material 30;
Be provided with bellows 40 in the outer ring of prestress rope material 30, the right side of bellows 40 is connected with the left side of anchor plate.
2, functional part
1) the Intelligent Composite stirrup 10
State in front.
2) anchor plate 20
As Fig. 1 .1,1.2, anchor plate 20 is a kind of plates made from composite material, and it is provided with aperture.
Its function is:
(1) transmits the extruding force of prestressed anchor, and pressure is disperseed, so that improve the anti-extrusion ability in concrete part;
(2) seal bellows is so that solidify to bellows grouting after prestressed stretch-draw;
(3) aperture of the reservation on the anchor plate is as the inlet of grouting, and the air outlet of discharging of when grouting;
When (4) making vacuum grouting, exhaust opening is as the interface that vacuumizes.
3) the prestress rope material 30
As Fig. 1 .1,1.2,30 1 kinds of rope materials made from composite material of prestress rope material;
Its function is to provide prestressing force by stretch-draw for concrete component
4) bellows 40
As Fig. 1 .1,1.2, bellows 40 is a kind of parts commonly used.
Its function is the passage that stays prestress rope when concreting in accurate position.After the concrete curing, the prestress rope material passes wherein, and implements stretch-draw; Bellows cooperates anchor plate that the prestress rope pipeline is sealed, back mud jacking or vacuum grouting, the fixedly prestress rope after the tension so that stretch-draw finishes.
Three, the manufacture method of intelligent composite spiral reinforcement stirrup (abbreviation method)
This method is to replace manual production with the mode of production of machinery, can not only make individual pen open type stirrup or individual pen closed stirrup, can also make spiral stirrup.
This method is by screw traction, makes the basalt fibre of semi-solid preparation or other fibers, resin and optical fiber bend to helical form circle or polygon stirrup on core rod, and its number of turns can keep the two ends of stirrup not open from 1 to any circle.
Specifically, this method comprises the following steps:
1. basalt fibre is drawn from creel, in the resin binder groove behind the dipping, through porous, shaped plate, make it become impregnation of fibers under a kind of torsion state;
2. impregnation of fibers is drawn in the core rod trepanning of fiber accumulation device, simultaneously the fiber guides in the fiber guides device is entered the core rod center of fiber accumulation device, through core rod rotate continuously, pultrusion makes a kind of central authorities and is optical fiber, is that basalt fibre or other fibers (fiber content is greater than 80%), surface have screw-shaped composite fiber muscle blank on every side;
3. composite fiber muscle blank is sent in 75 ℃ of-110 ℃ of semi-solid preparation drying ovens, made it reach the semi-solid preparation shape, obtain a kind of composite fiber muscle blank of stable dimensions;
4. composite fiber muscle blank is advanced with the screw traction speed of setting on core rod, make its spiral be wound in circular or polygonal intelligent composite spiral reinforcement stirrup blank, the speed of advancing is 1-3m/ minute;
5. the intelligent composite spiral reinforcement stirrup blank is delivered to solidify in the oven dry setting stove and made semi-solid preparation shape material be able to solidifying and setting through 180 ℃-245 ℃ solidification temperature to be this intelligent composite spiral reinforcement stirrup;
6. in cutting machine, the number of turns according to the rules cuts into single of intelligent composite spiral reinforcement stirrup;
7. the optical fiber of two ends of every intelligent composite spiral reinforcement stirrup is drawn with optical cable and connects mutually, optical cable when using with the lead that is connected of detecting instrument, thereby the circle of formation or polygonal intelligent composite spiral reinforcement stirrup product;
8. after checking light path unimpeded, pack.

Claims (2)

1. intelligent composite spiral reinforcement stirrup is characterized in that:
Intelligent composite spiral reinforcement stirrup (10) is a kind of round or polygonal cone spiral stirrup that is composited by composite material and optical fiber.
2. based on the building composite anchoring head of the described a kind of intelligent composite spiral reinforcement stirrup of claim 1, it is characterized in that:
Comprise intelligent composite spiral reinforcement stirrup (10), anchor plate (20), prestress rope material (30) and bellows (40);
The left side of the minor spiral end face of intelligent composite spiral reinforcement stirrup (10) and anchor plate (20) connects into an anchoring whole;
Central axis in anchoring whole is provided with prestress rope material (30);
Be provided with bellows (40) in the outer ring of prestress rope material (30), the right side of bellows (40) and the left side of anchor plate are connected.
CN2010202518347U 2010-06-29 2010-06-29 Intelligent composite spiral hoop and construction composite material anchoring head thereof Expired - Fee Related CN201704875U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN2010202518347U CN201704875U (en) 2010-06-29 2010-06-29 Intelligent composite spiral hoop and construction composite material anchoring head thereof

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN2010202518347U CN201704875U (en) 2010-06-29 2010-06-29 Intelligent composite spiral hoop and construction composite material anchoring head thereof

Publications (1)

Publication Number Publication Date
CN201704875U true CN201704875U (en) 2011-01-12

Family

ID=43442028

Family Applications (1)

Application Number Title Priority Date Filing Date
CN2010202518347U Expired - Fee Related CN201704875U (en) 2010-06-29 2010-06-29 Intelligent composite spiral hoop and construction composite material anchoring head thereof

Country Status (1)

Country Link
CN (1) CN201704875U (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101929220A (en) * 2010-06-29 2010-12-29 金文成 Intelligent composite spiral reinforcement stirrup and manufacturing method and building composite anchoring head thereof
CN110029778A (en) * 2019-04-16 2019-07-19 罗伟 A kind of high strength component of intelligent building engineering
CN112945426A (en) * 2021-01-29 2021-06-11 西南石油大学 Vibrating wire sensor and stress displacement testing method
CN113007310A (en) * 2021-01-21 2021-06-22 南京航空航天大学 Compound gear based on intelligent composite material

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101929220A (en) * 2010-06-29 2010-12-29 金文成 Intelligent composite spiral reinforcement stirrup and manufacturing method and building composite anchoring head thereof
CN110029778A (en) * 2019-04-16 2019-07-19 罗伟 A kind of high strength component of intelligent building engineering
CN113007310A (en) * 2021-01-21 2021-06-22 南京航空航天大学 Compound gear based on intelligent composite material
CN112945426A (en) * 2021-01-29 2021-06-11 西南石油大学 Vibrating wire sensor and stress displacement testing method

Similar Documents

Publication Publication Date Title
CN101929220B (en) Intelligent composite spiral reinforcement stirrup and manufacturing method and building composite anchoring head thereof
CN201704875U (en) Intelligent composite spiral hoop and construction composite material anchoring head thereof
CA2762051C (en) High elongation fibre with good anchorage
CN103335605B (en) High-durability binder free packaged fiber grating strain transducer and method for packing
CN101817227A (en) Method for processing composite fiber material spiral stirrup
CN101603354A (en) A kind of bond type anchorage and anchoring process that is used for anchoring fiber reinforced plastic twisted strands muscle or drag-line
CN101886347B (en) Fiber prestress rope containing high-toughness wear-resistant sleeve and fabricating method thereof
CN101845814B (en) Composite material intelligent anchorage with self-monitoring function and preparation method thereof
CN203259452U (en) Fiber anchor rod corrosion sensor
CN102493450A (en) Glass fiber reinforced plastic engineering anchor rod and manufacturing method thereof
CN103132654B (en) FRP reinforcement material end nut and manufacturing method thereof
CN201809660U (en) Fiber pre-stressed rope with high-toughness wear-resistant sleeve
CN208533368U (en) A kind of parallel steel wire intelligence rope suitable for suspension cable, suspension cable and sunpender rope
Chen et al. Experimental and analytical study of hollow section concrete-filled GFRP tubes in bending
CN110926658A (en) Stress monitoring device and evaluation method for high-speed railway tunnel reinforcing section
CN109838036A (en) A kind of pipe-reinforced composite reinforcing of FRP ripple
CN106353016A (en) Manufacturing method of intelligent steel strand containing fiber grating sensor
CN202826546U (en) Composite pipe concrete combination structure
CN209580015U (en) A kind of fiber grating post-tensioned prestressing tensioning Precise control device
CN104912070B (en) The manufacturing process and Torsion bearing capacity computational methods of high-performance FRP anchor poles
CN109437687B (en) High-durability light typhoon-resistant electric pole and manufacturing method thereof
Hu et al. Confinement mechanism and compressive stress-strain behaviours of FRP-interlayer-steel confined concrete tubes
Chen et al. Experimental study on flexural behavior of splicing concrete-filled GFRP tubular composite members connected with steel bars
CN209323825U (en) A kind of " T-type " assembled partial precast combination beam
CN211114427U (en) Natural fiber composite pipe restraint recycled concrete post

Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
ASS Succession or assignment of patent right

Owner name: HUBEI JINLI ENGINEERING COMPOSITE MATERIAL CO., LT

Free format text: FORMER OWNER: JIN WENCHENG

Effective date: 20130306

C41 Transfer of patent application or patent right or utility model
COR Change of bibliographic data

Free format text: CORRECT: ADDRESS; FROM: 430074 WUHAN, HUBEI PROVINCE TO: 432400 XIAOGAN, HUBEI PROVINCE

TR01 Transfer of patent right

Effective date of registration: 20130306

Address after: 432400, Hubei should be long Jing Road, Hong Kong Kam hi tech Industrial Park

Patentee after: Hubei Jin Li Engineering Composite Material Co., Ltd.

Address before: 430074 Hubei Province, Wuhan city Hongshan District Luoyu Road No. 1037 Huazhong University of Science and Technology Yu Park District 54 building 302 room

Patentee before: Jin Wencheng

CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20110112

Termination date: 20160629

CF01 Termination of patent right due to non-payment of annual fee