CN107059665A - A kind of method of utilization pre-stress FRP cloth reinforced steel concrete pier stud - Google Patents
A kind of method of utilization pre-stress FRP cloth reinforced steel concrete pier stud Download PDFInfo
- Publication number
- CN107059665A CN107059665A CN201710466326.7A CN201710466326A CN107059665A CN 107059665 A CN107059665 A CN 107059665A CN 201710466326 A CN201710466326 A CN 201710466326A CN 107059665 A CN107059665 A CN 107059665A
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- Prior art keywords
- frp cloth
- bottom plate
- ground tackle
- concrete pier
- tension ground
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- 239000004744 fabric Substances 0.000 title claims abstract description 98
- 239000004567 concrete Substances 0.000 title claims abstract description 20
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 14
- 239000010959 steel Substances 0.000 title claims abstract description 14
- 238000000034 method Methods 0.000 title claims abstract description 13
- 239000011150 reinforced concrete Substances 0.000 claims abstract description 43
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 15
- 239000003292 glue Substances 0.000 claims description 14
- 238000005520 cutting process Methods 0.000 claims description 9
- 238000009434 installation Methods 0.000 claims description 8
- 238000004026 adhesive bonding Methods 0.000 claims description 7
- 239000000853 adhesive Substances 0.000 claims description 6
- 230000001070 adhesive effect Effects 0.000 claims description 6
- 239000000084 colloidal system Substances 0.000 claims description 6
- 239000004033 plastic Substances 0.000 claims description 6
- 229920003023 plastic Polymers 0.000 claims description 6
- 238000007711 solidification Methods 0.000 claims description 6
- 230000008023 solidification Effects 0.000 claims description 6
- 239000012790 adhesive layer Substances 0.000 claims description 5
- 229920006332 epoxy adhesive Polymers 0.000 claims description 5
- 239000010410 layer Substances 0.000 claims description 5
- 238000005498 polishing Methods 0.000 claims description 4
- 239000003550 marker Substances 0.000 claims description 3
- 238000004804 winding Methods 0.000 claims description 2
- 230000000694 effects Effects 0.000 abstract description 2
- 239000011248 coating agent Substances 0.000 abstract 1
- 238000000576 coating method Methods 0.000 abstract 1
- 238000007596 consolidation process Methods 0.000 abstract 1
- 239000000463 material Substances 0.000 description 4
- 238000004873 anchoring Methods 0.000 description 2
- 230000002787 reinforcement Effects 0.000 description 2
- 238000005728 strengthening Methods 0.000 description 2
- 229920002430 Fibre-reinforced plastic Polymers 0.000 description 1
- 239000002131 composite material Substances 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000008602 contraction Effects 0.000 description 1
- 230000007797 corrosion Effects 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- 239000002537 cosmetic Substances 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 239000000835 fiber Substances 0.000 description 1
- 239000011151 fibre-reinforced plastic Substances 0.000 description 1
- 230000008595 infiltration Effects 0.000 description 1
- 238000001764 infiltration Methods 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000035939 shock Effects 0.000 description 1
- 239000000126 substance Substances 0.000 description 1
- 239000013589 supplement Substances 0.000 description 1
Classifications
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- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D22/00—Methods or apparatus for repairing or strengthening existing bridges ; Methods or apparatus for dismantling bridges
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G23/00—Working measures on existing buildings
- E04G23/02—Repairing, e.g. filling cracks; Restoring; Altering; Enlarging
- E04G23/0218—Increasing or restoring the load-bearing capacity of building construction elements
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G23/00—Working measures on existing buildings
- E04G23/02—Repairing, e.g. filling cracks; Restoring; Altering; Enlarging
- E04G23/0218—Increasing or restoring the load-bearing capacity of building construction elements
- E04G2023/0251—Increasing or restoring the load-bearing capacity of building construction elements by using fiber reinforced plastic elements
- E04G2023/0255—Increasing or restoring the load-bearing capacity of building construction elements by using fiber reinforced plastic elements whereby the fiber reinforced plastic elements are stressed
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G23/00—Working measures on existing buildings
- E04G23/02—Repairing, e.g. filling cracks; Restoring; Altering; Enlarging
- E04G23/0218—Increasing or restoring the load-bearing capacity of building construction elements
- E04G2023/0251—Increasing or restoring the load-bearing capacity of building construction elements by using fiber reinforced plastic elements
- E04G2023/0262—Devices specifically adapted for anchoring the fiber reinforced plastic elements, e.g. to avoid peeling off
Abstract
The invention discloses a kind of method of utilization pre-stress FRP cloth reinforced steel concrete pier stud.Using a kind of pre-stress FRP cloth reinforcing device, the device includes two bottom plates, two tension ground tackles, tensioning screw rod and FRP cloth.Bottom plate is fixedly connected with tension ground tackle by crab-bolt.Tensioning screw rod is penetrated from the anchor hole of tension ground tackle, and prestress application is carried out to FRP cloth by tightening tensioning screw rod.After the completion of tensioning, FRP cloth surface coating and Reinforced Concrete Pier Column surface mount are firm.Drilled at the bottom plate anchor hole at bottom plate two ends to Reinforced Concrete Pier Column, be screwed into setscrew in pier stud, then remove tensioning screw rod and tension ground tackle.FRP cloth is pasted in the range of bottom plate and ensures bond-anchorage length, that is, realizes and utilizes pre-stress FRP cloth reinforced steel concrete pier stud.The inventive method consolidation effect is good, easy to operate.Stretching anchor rod and tension ground tackle are dismountable and reuse, cost-effective, and do not influence the sight built after reinforcing and use function.
Description
Technical field
It is more particularly to a kind of to utilize pre-stress FRP cloth the invention belongs to the structural strengthening such as science of bridge building, architectural engineering field
The method of reinforced steel concrete pier stud.
Background technology
Fibre reinforced composites FRP（Fiber Reinforced Plastic）Good mechanical performance, chemical property is steady
It is fixed, with high-strength, lightweight, it is corrosion-resistant, play the characteristics such as mould is high, proportion is small, its thermal coefficient of expansion is close with concrete, is answered extensively
Reinforcing for concrete structure.Common constraint of the FRP material to concrete component belongs to " passive bound ", only in concrete
Fully under expansion, FRP material just starts to play effect of contraction, there is a certain degree of Stress resort, the high-strength performance of FRP material
It is not in full use.Pre-stress FRP cloth reinforcement technique is a kind of active reinforcement means, utilizes FRP high-strength characteristic so that
The concrete column of hoop constraint has the initiative three dimension stress state, improves the bearing capacity, shock resistance, consumption of performance of concrete column confined
Can ability, ductile performance.
At present, the stretching and anchoring device in pre-stress FRP cloth reinforced concrete pier stud construction method is mostly permanent, anchor
Tool is not reproducible to be utilized, and cost is higher.And anchorage is exposed at pier stud surface, architectural appearance is not only influenceed, and easily cause people to note
Anticipate the structural strengthening, so that psychologically the safety to structure throws doubt upon.In addition, FRP cloth is twined in conventional tension ground tackle
It is wound on intermediate plate or roller bearing, prestressing force is applied by the tensioning screw rod for tightening two ends, when FRP cloth is wider or prestressing force is larger
When, intermediate plate or roller bearing flexural deformation are larger so that FRP cloth discontinuity and prestress application are not enough.
The content of the invention
It is an object of the invention to provide a kind of method of utilization pre-stress FRP cloth reinforced steel concrete pier stud.The party
Method uses a kind of novel pre-stressed FRP cloth bracing means of Reinforced Concrete Pier Column, using the device to FRP cloth stretch-draw anchor
Afterwards, tension ground tackle conveniently can be removed and reused, cost-effective；And pier stud does not have exposed anchorage after reinforcing, and does not influence
It is reinforced the outward appearance of pier stud.It is applicable to that FRP cloth is wider and the larger reinforcing operating mode of prestressing force.
Concretely comprise the following steps：
(1) a kind of device of utilization pre-stress FRP cloth reinforced steel concrete pier stud is set, and the device includes two bottom plates, two
Individual tension ground tackle, tensioning screw rod and FRP cloth；Bottom plate wraps up direction two ends inverted arc angle along FRP cloth, in case it scratches FRP cloth；Bottom plate
Bottom plate anchor hole is opened up respectively perpendicular to FRP cloth parcel direction two ends and anchor hole is installed；Tension ground tackle upper and lower ends perpendicular to
FRP cloth direction respectively opens up two tension ground tackle anchor holes；Tension ground tackle opens up two spiral shells respectively along parallel to FRP cloth parcel direction
Hole；Winding 2 ~ 3 is enclosed on bottom plate after backplate surface uniform gluing, FRP cloth two ends gluing, is fixed FRP cloth two ends and is pasted onto bottom
On plate.After after colloid solidification, FRP cloth was around one week at Reinforced Concrete Pier Column Reinforcing position.The tensioning anchor at tension ground tackle two ends
Have the installation anchor hole at anchor hole alignment bottom plate two ends, crab-bolt is through tension ground tackle anchor hole and installs anchor hole, make bottom plate and
Tension ground tackle is fixedly connected.Tensioning screw rod is arranged in the screw of tension ground tackle respectively.
(2) the reinforcing position being reinforced on Reinforced Concrete Pier Column is determined；It need to carry out in advance should in the ejection of its surface with the line of ink marker
Power FRP cloth parcel position range, to reinforce surface of position polished, filling-up hole, finally to being reinforced Reinforced Concrete Pier Column
The FRP cloth parcel scope on surface uniformly brushes one layer of epoxy adhesive layer.
(3) cutting length and the cutting of FRP cloth are determined；Reinforced Concrete Pier Column at cutting length=parcel location of FRP cloth
Girth add 1 ~ 2 times of girth of bottom plate.
(4) backplate surface is uniformly applied winds circle on bottom plate after glue, FRP cloth two ends gluing.Fix FRP cloth two ends
It is pasted onto on bottom plate.After colloid solidification, the installation anchor hole at the tension ground tackle anchor hole alignment bottom plate two ends at tension ground tackle two ends,
Crab-bolt is through tension ground tackle anchor hole and installs anchor hole, bottom plate is fixedly connected with tension ground tackle.
(5) FRP cloth for connecting bottom plate and tension ground tackle that step (4) is obtained is looped around adding for Reinforced Concrete Pier Column
Maintenance puts place one week, synchronously tightens tensioning screw rod, and prestressing force is applied to FRP cloth.
(6) after the prestressing force for putting on FRP cloth reaches predeterminated level.Glue is filled into FRP cloth surface, and fills it
Sub-dip is moistened, and is waited and is pasted adhesive curing.
(7) drilled at the bottom plate anchor hole at bottom plate two ends to Reinforced Concrete Pier Column, thereafter by plastic expansion plug glue
Hammer is knocked in hole.Insert setscrew and be screwed into Reinforced Concrete Pier Column.Bottom plate is fixed on institute's reinforced steel concrete pier
On post.
(8) after the stickup adhesive curing applied in FRP cloth, unscrew the crab-bolt between tension ground tackle and bottom plate, unload tensioning
Anchorage and tensioning screw rod.Drill, thereafter knock in plastic expansion plug glue hammer to Reinforced Concrete Pier Column at anchor hole installing
In hole, insert setscrew and be screwed into Reinforced Concrete Pier Column.
(9) the bond-anchorage FRP cloth on two bottom plates, it is ensured that apply the bond-anchorage length of prestressed FRP cloth, i.e.,
Realize and utilize pre-stress FRP cloth reinforced steel concrete pier stud.
The bottom plate is chosen be close to square column surface respectively according to Reinforced Concrete Pier Column is reinforced for square column or cylinder
Flat board or the arc plate be close to periphery；When being reinforced Reinforced Concrete Pier Column for square column, except right in step (2)
Reinforce surface of position to be polished, beyond filling-up hole, four corners polishing chamfering to square column is also needed, finally again to being reinforced reinforcing bar
The FRP cloth parcel scope on performance of concrete column confined surface uniformly brushes one layer of epoxy adhesive layer.
The inventive method is contrasted with prior art, and advantage is：（1）The pre-stress FRP cloth used in the inventive method
The tension ground tackle of bracing means can be removed conveniently, be reused, and save material, cost-effective, environmental protection and energy saving.（2）Present invention side
Method reinforce after pier stud cosmetic variation less, do not influence after reinforcing the sight built and use function.（3）The inventive method is operated
Simply, the efficiency for implementing the novel reinforced device can be effectively improved, it is easy to utilize.
Brief description of the drawings
Fig. 1 is the overall installation figure of the device progress stretch-draw anchor used in the embodiment of the present invention.
Fig. 2 is the final use state schematic diagram of the device used in the embodiment of the present invention.
Fig. 3 is the plan of the device progress stretch-draw anchor used in the embodiment of the present invention.
Fig. 4 is the final use state plan of the device used in the embodiment of the present invention.
Fig. 5 is the structural representation of the bottom plate used in the embodiment of the present invention.
Fig. 6 is the structural representation of the tension ground tackle used in the embodiment of the present invention.
Fig. 7 be the embodiment of the present invention in connect bottom plate and tension ground tackle FRP cloth structural representation.
Marked in figure：1- bottom plates；11- bottom plate anchor holes；12- installs anchor hole；13- crab-bolts；2- tension ground tackles；21-
Draw anchorage anchor hole；22- screws；3- tensioning screw rods；4-FRP cloth；5- reinforced concrete square columns；6- anchoring FRP cloths.
Embodiment
The present invention is described in further detail below in conjunction with the accompanying drawings.
Embodiment：
As shown in Fig. 1 ~ 7, the present embodiment is using reinforced concrete square columns as object is reinforced, using pre-stress FRP cloth to reinforced concrete
Earthwork post is reinforced, and FRP cloth width is 150mm.Comprise the following steps that：
(1) a kind of device of utilization pre-stress FRP cloth reinforced steel concrete square column is set, and the device includes two bottom plates 1, two
Individual tension ground tackle 2, tensioning screw rod 3 and FRP cloth 4.Bottom plate 1 wraps up direction two ends inverted arc angle along FRP cloth 4, in case it scratches FRP cloth
4.Bottom plate 1 opens up bottom plate anchor hole 11 perpendicular to the parcel of FRP cloth 4 direction two ends and installs anchor hole 12 respectively.On tension ground tackle 2
Lower two ends respectively open up two tension ground tackle anchor holes 21 perpendicular to the direction of FRP cloth 4.Tension ground tackle 2 is wrapped up along parallel to FRP cloth 4
Direction opens up two screws 22 respectively.The surface of bottom plate 1 uniformly applies glue, and the two ends of FRP cloth 4 apply and wound after glue on bottom plate
2 circles, fix the two ends of FRP cloth 4 and are pasted onto on bottom plate 1.After after colloid solidification, FRP cloth 4 is reinforced around reinforced concrete square columns 5
One week at position.The installation anchor hole 12 at the alignment bottom plate 1 of tension ground tackle anchor hole 21 two ends at the two ends of tension ground tackle 2, crab-bolt 13
Through tension ground tackle anchor hole 21 and installation anchor hole 12, bottom plate 1 is set to be fixedly connected with tension ground tackle 2.Tensioning screw rod 3 is worn respectively
In the screw 22 of tension ground tackle 2.
The bottom plate 1 chooses the flat board being close to the surface of reinforced concrete square columns 5.
(2) the reinforcing position being reinforced on reinforced concrete square columns 5 is determined；It need to carry out in advance should in the ejection of its surface with the line of ink marker
The position range of power FRP cloth parcel, is polished surface, filling-up hole, then will be reinforced reinforced concrete square columns 5 with sander
Four corners carry out polishing chamfering, finally wrap up scope to the FRP cloth for being reinforced the surface of reinforced concrete square columns 5 and uniformly brush one
Layer epoxy adhesive layer.
(3) cutting length and the cutting of FRP cloth 4 are determined.Square Reinforced Concrete at cutting length=parcel location of FRP cloth 4
The girth of post 5 adds 2 times of the girth of bottom plate 1.
(4) surface of bottom plate 1 is uniformly applied winds 2 circles on bottom plate 1 after glue, the two ends gluing of FRP cloth 4.Make 4 liang of FRP cloth
End fixation is pasted onto on bottom plate 1.After colloid solidification, the alignment bottom plate 1 of tension ground tackle anchor hole 21 two ends at the two ends of tension ground tackle 2
Anchor hole 12 is installed, crab-bolt 13 is through tension ground tackle anchor hole 21 and installs anchor hole 12, fixes bottom plate 1 and tension ground tackle 2
Connection.
(5) FRP cloth 4 for connecting bottom plate 1 and tension ground tackle 2 that step (4) is obtained is looped around reinforced concrete square columns 5
Reinforcing position at one week, synchronously tighten tensioning screw rod 3, to FRP cloth 4 apply prestressing force.
(6) after the prestressing force for putting on FRP cloth 4 reaches predeterminated level.Glue is filled into the surface of FRP cloth 4, and makes it
Fully infiltration, waits and pastes adhesive curing.
(7) drilled at the bottom plate anchor hole 11 at the two ends of bottom plate 1 to reinforced concrete square columns 5, thereafter by plastic expansion plug
Knocked in glue hammer in hole.Insert setscrew and be screwed into reinforced concrete square columns 5.Bottom plate 1 is fixed on into institute's reinforced steel to mix
On solidifying earthwork post 5.
(8) after the stickup adhesive curing applied in FRP cloth 4, unscrew the crab-bolt 13 between tension ground tackle 2 and bottom plate 1, unload
Tension ground tackle 2 and tensioning screw rod 3.Drill, thereafter use plastic expansion plug to reinforced concrete square columns 5 at anchor hole 12 installing
Glue hammer is knocked in hole, is inserted setscrew and is screwed into reinforced concrete square columns 5.
(9) the bond-anchorage FRP cloth 4 on two bottom plates 1, it is ensured that the bond-anchorage for applying prestressed FRP cloth 4 is long
Degree.
Note：If the object that the present embodiment is reinforced is Reinforced Concrete Circular Cylinder, bottom plate chooses the arc being close to periphery
Plate, and omit the operation that in step (2) four corners of square column are carried out with polishing chamfering, remaining step all same.
Specific embodiment described herein is only to spirit explanation for example of the invention.The technical field of the invention
Technical staff some modifications or supplement can be made to described specific embodiment or is substituted using similar mode, but can't
Deviate the spirit of the present invention or surmount scope defined in appended claims.
Claims (1)
1. a kind of method of utilization pre-stress FRP cloth reinforced steel concrete pier stud, it is characterised in that concretely comprise the following steps：
(1) a kind of device of utilization pre-stress FRP cloth reinforced steel concrete pier stud is set, and the device includes two bottom plates, two
Individual tension ground tackle, tensioning screw rod and FRP cloth；Bottom plate wraps up direction two ends inverted arc angle along FRP cloth, in case it scratches FRP cloth；Bottom plate
Bottom plate anchor hole is opened up respectively perpendicular to FRP cloth parcel direction two ends and anchor hole is installed；Tension ground tackle upper and lower ends perpendicular to
FRP cloth direction respectively opens up two tension ground tackle anchor holes；Tension ground tackle opens up two spiral shells respectively along parallel to FRP cloth parcel direction
Hole；Winding 2 ~ 3 is enclosed on bottom plate after backplate surface uniform gluing, FRP cloth two ends gluing, is fixed FRP cloth two ends and is pasted onto bottom
On plate；After after colloid solidification, FRP cloth was around one week at Reinforced Concrete Pier Column Reinforcing position；The tensioning anchor at tension ground tackle two ends
Have the installation anchor hole at anchor hole alignment bottom plate two ends, crab-bolt is through tension ground tackle anchor hole and installs anchor hole, make bottom plate and
Tension ground tackle is fixedly connected；Tensioning screw rod is arranged in the screw of tension ground tackle respectively；
(2) the reinforcing position being reinforced on Reinforced Concrete Pier Column is determined；With the line of ink marker, on its surface, ejection need to carry out pre-stress FRP
Cloth parcel position range, to reinforce surface of position polished, filling-up hole, finally to being reinforced Reinforced Concrete Pier Column surface
FRP cloth parcel scope uniformly brushes one layer of epoxy adhesive layer；
(3) cutting length and the cutting of FRP cloth are determined；The week of Reinforced Concrete Pier Column at cutting length=parcel location of FRP cloth
1 ~ 2 times of the girth of long plus bottom plate；
(4) backplate surface is uniformly applied winds circle on bottom plate after glue, FRP cloth two ends gluing；FRP cloth two ends are made to fix stickup
On bottom plate；After colloid solidification, the installation anchor hole at the tension ground tackle anchor hole alignment bottom plate two ends at tension ground tackle two ends, crab-bolt
Through tension ground tackle anchor hole and installation anchor hole, bottom plate is set to be fixedly connected with tension ground tackle；
(5) FRP cloth for connecting bottom plate and tension ground tackle that step (4) is obtained is looped around to the reinforcing position of Reinforced Concrete Pier Column
Put place one week, synchronously tighten tensioning screw rod, prestressing force is applied to FRP cloth；
(6) after the prestressing force for putting on FRP cloth reaches predeterminated level；Glue is filled into FRP cloth surface, and it is fully soaked
Profit, waits and pastes adhesive curing；
(7) drill, thereafter strike plastic expansion plug glue hammer to Reinforced Concrete Pier Column at the bottom plate anchor hole at bottom plate two ends
Enter in hole；Insert setscrew and be screwed into Reinforced Concrete Pier Column；Bottom plate is fixed on reinforced Reinforced Concrete Pier Column；
(8) after the stickup adhesive curing applied in FRP cloth, unscrew the crab-bolt between tension ground tackle and bottom plate, unload tension ground tackle
And tensioning screw rod；Drill, thereafter knock in plastic expansion plug glue hammer in hole to Reinforced Concrete Pier Column at anchor hole installing,
Insert setscrew and be screwed into Reinforced Concrete Pier Column；
(9) the bond-anchorage FRP cloth on two bottom plates, it is ensured that apply the bond-anchorage length of prestressed FRP cloth, that is, realize
Utilize pre-stress FRP cloth reinforced steel concrete pier stud；
The bottom plate chooses be close to square column surface flat for square column or cylinder respectively according to Reinforced Concrete Pier Column is reinforced
Plate or the arc plate being close to periphery；When being reinforced Reinforced Concrete Pier Column for square column, except to reinforcing in step (2)
Surface of position is polished, beyond filling-up hole, chamfering of polishing four corners of square column is also needed, finally again to being reinforced reinforced concrete
The FRP cloth parcel scope on knoll post surface uniformly brushes one layer of epoxy adhesive layer.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710466326.7A CN107059665A (en) | 2017-06-19 | 2017-06-19 | A kind of method of utilization pre-stress FRP cloth reinforced steel concrete pier stud |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710466326.7A CN107059665A (en) | 2017-06-19 | 2017-06-19 | A kind of method of utilization pre-stress FRP cloth reinforced steel concrete pier stud |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN107059665A true CN107059665A (en) | 2017-08-18 |
Family
ID=59594235
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710466326.7A Pending CN107059665A (en) | 2017-06-19 | 2017-06-19 | A kind of method of utilization pre-stress FRP cloth reinforced steel concrete pier stud |
Country Status (1)
| Country | Link |
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| CN (1) | CN107059665A (en) |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107794849A (en) * | 2017-11-05 | 2018-03-13 | 桂林理工大学 | Using the construction method of the prestressed fiber cloth reinforced post of detachable tension ground tackle |
| CN107905126A (en) * | 2017-11-05 | 2018-04-13 | 桂林理工大学 | A kind of detachable pre-stressed fiber cloth stretching and anchoring device |
| CN108252228A (en) * | 2018-02-09 | 2018-07-06 | 桂林理工大学 | A kind of prestressed fiber cloth reinforced device for reinforced steel concrete pier stud |
| CN108487086A (en) * | 2018-02-09 | 2018-09-04 | 桂林理工大学 | A kind of construction method using prestressed fiber cloth reinforced Reinforced Concrete Pier Column |
| CN113216685A (en) * | 2021-05-25 | 2021-08-06 | 辽宁省交通规划设计院有限责任公司 | Prestressed composite reinforced concrete column system and implementation method thereof |
| CN114922099A (en) * | 2022-06-20 | 2022-08-19 | 东南大学 | Pier column reinforcing method for cladding FRP (fiber reinforced Plastic) -plastic pipe-iron-based SMA (shape memory alloy) and rubber concrete |
| CN115217348A (en) * | 2022-07-29 | 2022-10-21 | 临沂大学 | Construction device and method for non-full-height reinforcement of pier column by adopting UHPC (ultra high Performance concrete) cross section enlarging method |
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| JP2000096521A (en) * | 1998-09-21 | 2000-04-04 | Fudo Constr Co Ltd | Earthquake-resistant reinforcing construction method for down-stepped bar-arrangement prefabricated wall type pier |
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| CN101974959A (en) * | 2010-09-30 | 2011-02-16 | 大连理工大学 | Concrete structure FRP end anchor device |
| CN103074847A (en) * | 2013-01-21 | 2013-05-01 | 福州大学 | Novel reinforced-concrete combined pier column and construction method thereof |
| CN204311761U (en) * | 2014-12-15 | 2015-05-06 | 重庆交通大学 | A kind of prestressed carbon cloth reinforced concrete column tensioning equipment |
| CN106522577A (en) * | 2016-11-29 | 2017-03-22 | 桂林理工大学 | Construction method of prestress carbon fiber cloth reinforced reinforced-concrete square pillar |
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| JP2000096521A (en) * | 1998-09-21 | 2000-04-04 | Fudo Constr Co Ltd | Earthquake-resistant reinforcing construction method for down-stepped bar-arrangement prefabricated wall type pier |
| JP2007070815A (en) * | 2005-09-05 | 2007-03-22 | Takenaka Komuten Co Ltd | Rebuilding method of existing building |
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Cited By (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107794849A (en) * | 2017-11-05 | 2018-03-13 | 桂林理工大学 | Using the construction method of the prestressed fiber cloth reinforced post of detachable tension ground tackle |
| CN107905126A (en) * | 2017-11-05 | 2018-04-13 | 桂林理工大学 | A kind of detachable pre-stressed fiber cloth stretching and anchoring device |
| CN107905126B (en) * | 2017-11-05 | 2024-02-06 | 桂林理工大学 | Detachable prestressed fiber cloth tensioning and anchoring device |
| CN107794849B (en) * | 2017-11-05 | 2024-02-06 | 桂林理工大学 | Construction method for reinforcing column by adopting prestressed fiber cloth of detachable tensioning anchorage |
| CN108252228A (en) * | 2018-02-09 | 2018-07-06 | 桂林理工大学 | A kind of prestressed fiber cloth reinforced device for reinforced steel concrete pier stud |
| CN108487086A (en) * | 2018-02-09 | 2018-09-04 | 桂林理工大学 | A kind of construction method using prestressed fiber cloth reinforced Reinforced Concrete Pier Column |
| CN113216685A (en) * | 2021-05-25 | 2021-08-06 | 辽宁省交通规划设计院有限责任公司 | Prestressed composite reinforced concrete column system and implementation method thereof |
| CN113216685B (en) * | 2021-05-25 | 2022-05-13 | 辽宁省交通规划设计院有限责任公司 | Prestressed composite reinforced concrete column system and implementation method thereof |
| CN114922099A (en) * | 2022-06-20 | 2022-08-19 | 东南大学 | Pier column reinforcing method for cladding FRP (fiber reinforced Plastic) -plastic pipe-iron-based SMA (shape memory alloy) and rubber concrete |
| CN114922099B (en) * | 2022-06-20 | 2024-03-08 | 东南大学 | Pier column reinforcing method for FRP-plastic pipe-iron-based SMA and rubber concrete coated pier column |
| CN115217348A (en) * | 2022-07-29 | 2022-10-21 | 临沂大学 | Construction device and method for non-full-height reinforcement of pier column by adopting UHPC (ultra high Performance concrete) cross section enlarging method |
| CN115217348B (en) * | 2022-07-29 | 2023-09-26 | 临沂大学 | Construction device and method for non-full-height reinforcement pier column by UHPC (ultra high pressure polyethylene) increased section method |
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