CN101117838A - Bond type anchorage and anchoring method for anchoring fibre reinforced plastic reinforcement or bracing cable - Google Patents
Bond type anchorage and anchoring method for anchoring fibre reinforced plastic reinforcement or bracing cable Download PDFInfo
- Publication number
- CN101117838A CN101117838A CNA2007100352763A CN200710035276A CN101117838A CN 101117838 A CN101117838 A CN 101117838A CN A2007100352763 A CNA2007100352763 A CN A2007100352763A CN 200710035276 A CN200710035276 A CN 200710035276A CN 101117838 A CN101117838 A CN 101117838A
- Authority
- CN
- China
- Prior art keywords
- sleeve
- reinforced plastic
- drag
- hole
- anchoring
- 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.)
- Granted
Links
Images
Landscapes
- Piles And Underground Anchors (AREA)
Abstract
The present invention relates to an adhesive anchoring unit and an anchoring method for anchoring fiber reinforcement plastic bar or cable, an end cover is arranged at one end of the anchoring unit and a sleeve with a locating hole is arranged at the other end of the anchoring unit. An internal cone chamber is arranged in the sleeve, and a nut is arranged surrounding the sleeve provided with a mortar filling hole and a ventilation hole. The fiber reinforcement plastic bar or cable passes through the locating hole and one end in the internal cone chamber was cut into two halves, which are inserted with a wedge to become a wedge form. A starting section of the half of one end of the bar or cable is coated with a retaining ring and the section passing through the locating hole is coated with a thin wall aluminum sleeve tube and active powder concrete is filled in the internal cone chamber of the sleeve. The method is described as follows: after the bar or cable shaft passes through the sleeve of the anchoring unit, a pretension is required on the sleeve, and the active powder concrete is added into the sleeve. The present invention improves anchoring performances of the adhesive media and the FRP bar, therefore, the anchoring length is reduced, the structure is simple, the use is convenient, the present invention is safe and reliable, the cost is low and the PRC manufacturing and maintenance is easy.
Description
Technical field
The present invention relates to a kind of bond type anchorage and anchoring process that is used for anchoring fibre reinforced plastic reinforcement or drag-line.
Background technology
Fibre reinforced plastics (FRP) muscle or drag-line bond type anchorage exist the lower anchorage length that causes of adhesion strength of cementing medium long at present, or cementing medium creep excessive, thermostability can be relatively poor etc. deficiency, therefore be necessary to provide a kind of anchoring process that has the bond type anchorage device of characteristics such as intensity height, good endurance and utilize corresponding ground tackle.
Summary of the invention
The technical problem to be solved in the present invention is, at the deficiencies in the prior art, a kind of bond type anchorage and anchoring process that is used for anchoring fibre reinforced plastic reinforcement or drag-line proposed, reach raising cementing medium and the anchoring property of FRP muscle and the purpose that reduces anchorage length by specific technical measures, and structure and method are simple, easy to use, safe and reliable, cost is low.
One of technical scheme of the present invention is, the described bond type anchorage that is used for anchoring fibre reinforced plastic reinforcement or drag-line has an end to be provided with end cap and the other end has the cylindrical sleeve of locating hole, this sleeve has conical internal cavity and the less end of its bore to be communicated with described locating hole, the described sleeve periphery that cylindrical shell two is respectively equipped with grout hole and steam vent has external screw thread and nut is housed, described grout hole and steam vent all are communicated with conical internal cavity, fiber reinforced plastic rod or drag-line pass described locating hole and the one end is arranged in described conical internal cavity, and being arranged in the fiber reinforced plastic rod of this conical internal cavity or a described end of drag-line is split crotched two lobes, voussoir is supported in wedging between this two lobe; The initial position of bifurcated of described fiber reinforced plastic rod or drag-line one end is with confinement ring and its position by described locating hole is with the Thin-walled Aluminum sleeve pipe, is full of the RPC of being injected by described grout hole in the conical internal cavity of described sleeve.
Below above-mentioned bond type anchorage of the present invention made further specify.
Referring to Fig. 1 to Fig. 3, bond type anchorage of the present invention has an end to be provided with end cap 1 and the other end has the cylindrical sleeve 3 of locating hole 11, this sleeve 3 has conical internal cavity 4 and the less end of its bore to be communicated with described locating hole 11, described sleeve 3 peripheries that cylindrical shell two is respectively equipped with grout hole 2 and steam vent 6 have external screw thread and nut 5 are housed, described grout hole 2 and steam vent 6 all are communicated with conical internal cavity 4, fiber reinforced plastic rod or drag-line 8 pass described locating hole 11 and the one end is arranged in described conical internal cavity 4, and being arranged in the fiber reinforced plastic rod of this conical internal cavity 4 or a described end of drag-line 8 is split crotched two lobes, wedging is supported voussoir 9 and is made this end form wedge shape between this two lobe; The initial position of bifurcated of described fiber reinforced plastic rod or drag-line 8 one ends is with confinement ring 10 and its position by described locating hole is with Thin-walled Aluminum sleeve pipe 7, is full of the RPC of being injected by described grout hole 2 12 in the conical internal cavity 4 of described sleeve 3.
Concentrate for fear of fiber reinforced plastic rod or drag-line stress, also described locating hole can be designed to the horn mouth (referring to Fig. 2) of its two ends bore greater than this locating hole internal diameter.
As shown in Figure 1, during actual the use, put confinement ring 10 and Thin-walled Aluminum sleeve pipe 7 at fiber reinforced plastic rod or drag-line 8, and at an end of anchorage zone splitting fiber reinforced plastic rod or drag-line 8, then with the splitting end that supports voussoir 9 described FRP muscle of wedging or drag-line, make fiber reinforced plastic rod or drag-line 8 form wedge shape in the anchorage zone, again fiber reinforced plastic rod or drag-line 8 are put into sleeve 3 and passed locating hole 11 at last, end cap 1 is installed, by grout hole 2 RPC is poured into the conical internal cavity 4 of sleeve 3, till RPC is overflowed from steam vent 6.
Above-mentioned bond type anchorage of the present invention, FRP muscle or drag-line put Thin-walled Aluminum sleeve pipe 7 at locating hole 11 sections, and locating hole 11 is designed to described horn mouth structure, can effectively avoid muscle material stress to concentrate and cause the situation generation of initial failure; Again because RPC has superhigh intensity, high elastic modulus, good plasticity, abrasion resistance, durability and the very little characteristic of creeping under action of long-term load, cementing medium of the present invention adopts RPC (RPC), and be pressed into behind the end split with FRP muscle or drag-line and support voussoir and make FRP muscle or drag-line form wedge shape in the anchorage zone, improved the anchoring property of cementing medium and FRP muscle, the anchorage length that has solved cementing mediums such as binding resin or cement slurry is long, creep excessive and thermostability can be relatively poor etc. problem.
Two of technical scheme of the present invention is, with the method for bond type anchorage anchoring fibre reinforced plastic reinforcement or drag-line is:
A. the ground tackle structure (referring to Fig. 4) of Cai Yonging: this ground tackle has that an end is provided with end cap 1 and the other end has the cylindrical sleeve 3 of locating hole 11, this sleeve 3 has conical internal cavity 4 and the less end of its bore to be communicated with described locating hole 11, described sleeve 3 peripheries that cylindrical shell two is respectively equipped with grout hole 2 and steam vent 6 have external screw thread and nut 5 are housed, described grout hole 2 and steam vent 6 all are communicated with conical internal cavity 4, and through hole 13 is arranged on the end cap 1;
B. anchoring process: at first with fiber reinforced plastic rod or drag-line 8 passes the through hole 13 of end cap 1 and by behind the conical internal cavity 4 of steel bushing 3, pass by locating hole 11 again, fiber reinforced plastic rod or drag-line 8 are with Thin-walled Aluminum sleeve pipe 7 respectively by the position of through hole 13 and locating hole 11, apply initial pretension (the arrow indication is for applying initial pretension direction among Fig. 4) for fiber reinforced plastic rod or drag-line 8 with pre-tensioning equipment then, by grout hole 2 RPC 12 is poured into conical internal cavity 4 again, 100mm * 100mm * 100mm cubic compressive strength for the treatment of RPC at last discharges described initial pretension after reaching 100～130MPa, causes fiber reinforced plastic rod or drag-line 8 and the bonding interface of RPC 12 to have initial adhesion stress thus.After this, when the stretch-draw fiber reinforced plastic rod, make fiber reinforced plastic rod be initially located in and offset the initial adhesion stress state, improved the ultimate load of fibre reinforced plastics (FRP) muscle or drag-line bond type anchorage, reached the purpose that reduces anchorage length.
As known from the above, the present invention is a kind of bond type anchorage and anchoring process that is used for anchoring fibre reinforced plastic reinforcement or drag-line, it has improved the anchoring property of cementing medium and FRP muscle, reduced anchorage length thus, and the structure of described method and ground tackle is all simple, easy to use, safe and reliable, cost is low, and RPC making and maintenance are simple.
Description of drawings
Fig. 1 is the sectional structure schematic diagram of an embodiment of the present invention;
Fig. 2 is the sectional view of sleeve;
Fig. 3 be among Fig. 2 A-A to view;
Fig. 4 is the anchoring process schematic diagram of an embodiment of the present invention.
In the drawings:
The 1-end cap, the 2-grout hole, the 3-sleeve,
The 4-conical internal cavity, the 5-nut, the 6-steam vent,
7-Thin-walled Aluminum sleeve pipe, 8-fiber reinforced plastic rod or drag-line,
9-supports voussoir, the 10-confinement ring, and the 11-locating hole,
The 12-RPC, the 13-through hole.
The specific embodiment
Embodiment 1: as shown in Figures 1 to 3, the bond type anchorage that is used for anchoring fibre reinforced plastic reinforcement or drag-line of the present invention has an end to be provided with end cap 1 and the other end has the cylindrical sleeve 3 of locating hole 11, this sleeve 3 is a steel bushing, it has conical internal cavity 4 and the less end of its bore to be communicated with described locating hole 11, and the surface of this conical internal cavity 4 is preferably made coarse; Described sleeve 3 peripheries that cylindrical shell two is respectively equipped with grout hole 2 and steam vent 6 have external screw thread and nut 5 are housed; Described grout hole 2 and steam vent 6 all are communicated with conical internal cavity 4, fiber reinforced plastic rod or drag-line 8 pass described locating hole 11 and the one end is arranged in described conical internal cavity 4, and being arranged in the fiber reinforced plastic rod of this conical internal cavity 4 or a described end of drag-line 8 is split crotched two lobes, wedging is supported voussoir 9 and is made this end form wedge shape between this two lobe; The initial position of bifurcated of described fiber reinforced plastic rod or drag-line 8 one ends is with confinement ring 10 and its position by described locating hole is with Thin-walled Aluminum sleeve pipe 7, is full of the RPC of being injected by described grout hole 2 12 in the conical internal cavity 4 of described sleeve 3.The composition of RPC comprises cement, silicon ash, quartz powder, standard sand and water reducing agent, and the quality proportioning between them is 1: 0.25: 0.3: 1.1: 0.025, and these materials all can adopt the commercially available prod.
The radius of described locating hole 11 is 5.5mm, and the radius of two-port is 7mm, and the fillet of radius 24mm is set in hole inside radius sudden change place.
Embodiment 2: as shown in Figure 4, anchoring process of the present invention is: the ground tackle structure (referring to Fig. 4) that a. adopts: this ground tackle has that an end is provided with end cap 1 and the other end has the cylindrical sleeve 3 of locating hole 11, this sleeve 3 has conical internal cavity 4 and the less end of its bore to be communicated with described locating hole 11, described sleeve 3 peripheries that cylindrical shell two is respectively equipped with grout hole 2 and steam vent 6 have external screw thread and nut 5 are housed, described grout hole 2 and steam vent 6 all are communicated with conical internal cavity 4, and through hole 13 is arranged on the end cap 1;
B. anchoring process: at first with fiber reinforced plastic rod or drag-line 8 passes the through hole 13 of end cap 1 and by behind the conical internal cavity 4 of steel bushing 3, pass by locating hole 11 again, fiber reinforced plastic rod or drag-line 8 are with Thin-walled Aluminum sleeve pipe 7 respectively by the position of through hole 13 and locating hole 11, apply initial pretension (the arrow indication is for applying initial pretension direction among Fig. 4) for fiber reinforced plastic rod or drag-line 8 with pre-tensioning equipment then, by grout hole 2 RPC 12 is poured into conical internal cavity 4 again, 100mm * 100mm * 100mm cubic compressive strength for the treatment of RPC 12 at last discharges described initial pretension after reaching 100～130MPa, causes fiber reinforced plastic rod or drag-line 8 and the bonding interface of RPC 12 to have initial adhesion stress thus.
Claims (4)
1. bond type anchorage that is used for anchoring fibre reinforced plastic reinforcement or drag-line, it is characterized in that, it has an end to be provided with end cap (1) and the other end has the cylindrical sleeve (3) of locating hole (11), this sleeve (3) has conical internal cavity (4) and the less end of its bore to be communicated with described locating hole (11), described sleeve (3) periphery that cylindrical shell two is respectively equipped with grout hole (2) and steam vent (6) has external screw thread and nut (5) is housed, described grout hole (2) and steam vent (6) all are communicated with conical internal cavity (4), fiber reinforced plastic rod or drag-line (8) pass described locating hole (11) and the one end is arranged in described conical internal cavity (4), and being arranged in the fiber reinforced plastic rod of this conical internal cavity (4) or a described end of drag-line (8) is split crotched two lobes, wedging is supported voussoir (9) and is made this end form wedge shape between this two lobe; The initial position of bifurcated of described fiber reinforced plastic rod or drag-line (8) one ends is with confinement ring (10) and its position by described locating hole is with Thin-walled Aluminum sleeve pipe (7), is full of the RPC of being injected by described grout hole (2) (12) in the conical internal cavity (4) of described sleeve (3).
2. according to the described bond type anchorage that is used for anchoring fibre reinforced plastic reinforcement or drag-line of claim 1, it is characterized in that described locating hole (11) is the horn mouth structure of its two ends bore greater than this locating hole internal diameter.
3. according to the described bond type anchorage that is used for anchoring fibre reinforced plastic reinforcement or drag-line of claim 2, it is characterized in that the radius of described locating hole (11) is 5.5mm, the radius of two-port is 7mm, and the fillet of radius 24mm is set in hole inside radius sudden change place.
4. method with bond type anchorage anchoring fibre reinforced plastic reinforcement or drag-line is characterized in that:
A. the ground tackle structure of Cai Yonging: this ground tackle has that an end is provided with end cap (1) and the other end has the cylindrical sleeve (3) of locating hole (11), this sleeve (3) has conical internal cavity (4) and the less end of its bore to be communicated with described locating hole (11), described sleeve (3) periphery that cylindrical shell two is respectively equipped with grout hole (2) and steam vent (6) has external screw thread and nut (5 is housed,) described grout hole (2) and steam vent (6) all be communicated with conical internal cavity (4), and through hole (13) is arranged on the end cap (1);
B. anchoring process: at first with fiber reinforced plastic rod or drag-line (8) passes the through hole (13) of end cap (1) and by behind the conical internal cavity (4) of steel bushing (3), pass by locating hole (11) again, fiber reinforced plastic rod or drag-line (8) are with Thin-walled Aluminum sleeve pipe (7) respectively by the position of through hole (13) and locating hole (11), apply initial pretension for fiber reinforced plastic rod or drag-line (8) with pre-tensioning equipment then, by grout hole (2) RPC (12) is poured into conical internal cavity (4) again, 100mm * 100mm * 100mm cubic compressive strength for the treatment of RPC at last discharges described initial pretension after reaching 100～130MPa, causes fiber reinforced plastic rod or drag-line (8) and the bonding interface of RPC (12) to have initial adhesion stress thus.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNB2007100352763A CN100494598C (en) | 2007-07-04 | 2007-07-04 | Bond type anchorage and anchoring method for anchoring fibre reinforced plastic reinforcement or bracing cable |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNB2007100352763A CN100494598C (en) | 2007-07-04 | 2007-07-04 | Bond type anchorage and anchoring method for anchoring fibre reinforced plastic reinforcement or bracing cable |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN101117838A true CN101117838A (en) | 2008-02-06 |
| CN100494598C CN100494598C (en) | 2009-06-03 |
Family
ID=39054087
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNB2007100352763A Active CN100494598C (en) | 2007-07-04 | 2007-07-04 | Bond type anchorage and anchoring method for anchoring fibre reinforced plastic reinforcement or bracing cable |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN100494598C (en) |
Cited By (22)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101922240A (en) * | 2010-07-16 | 2010-12-22 | 东南大学 | A kind of FRP bar stretching and anchoring device |
| CN102002911A (en) * | 2010-11-10 | 2011-04-06 | 中交公路规划设计院有限公司 | Carbon fiber cable strand inner sleeve conical bonded anchorage device |
| WO2011075779A1 (en) * | 2009-12-23 | 2011-06-30 | Geotech Pty Ltd | An anchorage system |
| CN102425163A (en) * | 2011-09-12 | 2012-04-25 | 柳州欧维姆机械股份有限公司 | Distributed anchoring system for prestressed carbon fiber stranded wires and installation method thereof |
| CN104372745A (en) * | 2014-11-25 | 2015-02-25 | 江苏法尔胜泓昇集团有限公司 | Anchoring method of carbon-fiber composite inhaul cable |
| CN105735569A (en) * | 2016-04-26 | 2016-07-06 | 中民筑友科技投资有限公司 | Grouting sleeve and prefabricated member |
| CN105756290A (en) * | 2016-04-26 | 2016-07-13 | 中民筑友科技投资有限公司 | Grouting sleeve and pre-fabricated part |
| CN105839856A (en) * | 2016-03-21 | 2016-08-10 | 宁波大学 | Large-tonnage carbon fiber superimposed plate bundle anchorage |
| CN107304545A (en) * | 2016-04-23 | 2017-10-31 | 辽宁工业大学 | A kind of combination set for anchoring and connecting for FRP muscle |
| CN107575257A (en) * | 2017-09-01 | 2018-01-12 | 哈尔滨工业大学 | Anchor tool system and its anchoring process for fibre-reinforced high molecular material bar |
| CN109826323A (en) * | 2019-03-20 | 2019-05-31 | 华侨大学 | A kind of high-strength dowel of flexibility and its assembly method |
| CN109838038A (en) * | 2019-01-11 | 2019-06-04 | 东南大学 | A kind of prestressing force answers material muscle composite anchorage and its forming method |
| CN110242066A (en) * | 2019-06-17 | 2019-09-17 | 哈尔滨工业大学 | Anchor tool system and its anchoring process for the fibre reinforced composites body of rod |
| CN110528784A (en) * | 2019-08-26 | 2019-12-03 | 江苏建科鉴定咨询有限公司 | A kind of grout sleeve for reinforcing bar connection |
| CN110924595A (en) * | 2019-12-31 | 2020-03-27 | 湖南大学 | Steel bar anchoring joint and construction method thereof |
| CN111535174A (en) * | 2020-04-27 | 2020-08-14 | 东南大学 | Dispersion anchoring device and dispersion anchoring method suitable for large-tonnage FRP inhaul cable |
| CN112376803A (en) * | 2020-11-18 | 2021-02-19 | 南通装配式建筑与智能结构研究院 | FRP (fiber reinforced plastic) steel strand composite rib anchorage device and anchoring method |
| CN112942685A (en) * | 2021-02-07 | 2021-06-11 | 哈尔滨工业大学 | Novel anchoring system and anchoring method for fiber reinforced resin composite material rod |
| CN113898125A (en) * | 2021-08-29 | 2022-01-07 | 北京工业大学 | Adhesive type anchoring method suitable for unidirectional FRP tension member |
| CN113914549A (en) * | 2021-08-29 | 2022-01-11 | 北京工业大学 | Fusion type anchoring method for fiber reinforced thermoplastic composite material unidirectional component |
| CN114016668A (en) * | 2021-11-18 | 2022-02-08 | 中国建筑第八工程局有限公司 | Anchoring structure of FRP (fiber reinforced Plastic) reinforcement cable and construction method thereof |
| CN114193798A (en) * | 2021-08-29 | 2022-03-18 | 北京工业大学 | Continuous preparation method and anchoring method of FRP pultrusion profile |
-
2007
- 2007-07-04 CN CNB2007100352763A patent/CN100494598C/en active Active
Cited By (29)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2011075779A1 (en) * | 2009-12-23 | 2011-06-30 | Geotech Pty Ltd | An anchorage system |
| US8991109B2 (en) | 2009-12-23 | 2015-03-31 | Geotech Pty Ltd | Anchorage system |
| CN101922240A (en) * | 2010-07-16 | 2010-12-22 | 东南大学 | A kind of FRP bar stretching and anchoring device |
| CN101922240B (en) * | 2010-07-16 | 2012-05-09 | 东南大学 | FRP bar stretching and anchoring device |
| CN102002911A (en) * | 2010-11-10 | 2011-04-06 | 中交公路规划设计院有限公司 | Carbon fiber cable strand inner sleeve conical bonded anchorage device |
| CN102002911B (en) * | 2010-11-10 | 2012-07-11 | 中交公路规划设计院有限公司 | Carbon fiber cable strand inner sleeve conical bonded anchorage device |
| CN102425163B (en) * | 2011-09-12 | 2014-05-07 | 柳州欧维姆机械股份有限公司 | Distributed anchoring system for prestressed carbon fiber stranded wires and installation method thereof |
| CN102425163A (en) * | 2011-09-12 | 2012-04-25 | 柳州欧维姆机械股份有限公司 | Distributed anchoring system for prestressed carbon fiber stranded wires and installation method thereof |
| CN104372745A (en) * | 2014-11-25 | 2015-02-25 | 江苏法尔胜泓昇集团有限公司 | Anchoring method of carbon-fiber composite inhaul cable |
| CN105839856A (en) * | 2016-03-21 | 2016-08-10 | 宁波大学 | Large-tonnage carbon fiber superimposed plate bundle anchorage |
| CN107304545A (en) * | 2016-04-23 | 2017-10-31 | 辽宁工业大学 | A kind of combination set for anchoring and connecting for FRP muscle |
| CN105735569A (en) * | 2016-04-26 | 2016-07-06 | 中民筑友科技投资有限公司 | Grouting sleeve and prefabricated member |
| CN105756290A (en) * | 2016-04-26 | 2016-07-13 | 中民筑友科技投资有限公司 | Grouting sleeve and pre-fabricated part |
| CN107575257B (en) * | 2017-09-01 | 2019-04-16 | 哈尔滨工业大学 | The anchoring process of anchor tool system for fibre-reinforced high molecular material bar |
| CN107575257A (en) * | 2017-09-01 | 2018-01-12 | 哈尔滨工业大学 | Anchor tool system and its anchoring process for fibre-reinforced high molecular material bar |
| CN109838038B (en) * | 2019-01-11 | 2023-12-01 | 东南大学 | Prestressed composite bar composite anchorage and forming method thereof |
| CN109838038A (en) * | 2019-01-11 | 2019-06-04 | 东南大学 | A kind of prestressing force answers material muscle composite anchorage and its forming method |
| CN109826323A (en) * | 2019-03-20 | 2019-05-31 | 华侨大学 | A kind of high-strength dowel of flexibility and its assembly method |
| CN109826323B (en) * | 2019-03-20 | 2024-02-27 | 华侨大学 | Flexible high-strength connecting rib and assembly method thereof |
| CN110242066A (en) * | 2019-06-17 | 2019-09-17 | 哈尔滨工业大学 | Anchor tool system and its anchoring process for the fibre reinforced composites body of rod |
| CN110528784A (en) * | 2019-08-26 | 2019-12-03 | 江苏建科鉴定咨询有限公司 | A kind of grout sleeve for reinforcing bar connection |
| CN110924595A (en) * | 2019-12-31 | 2020-03-27 | 湖南大学 | Steel bar anchoring joint and construction method thereof |
| CN111535174A (en) * | 2020-04-27 | 2020-08-14 | 东南大学 | Dispersion anchoring device and dispersion anchoring method suitable for large-tonnage FRP inhaul cable |
| CN112376803A (en) * | 2020-11-18 | 2021-02-19 | 南通装配式建筑与智能结构研究院 | FRP (fiber reinforced plastic) steel strand composite rib anchorage device and anchoring method |
| CN112942685A (en) * | 2021-02-07 | 2021-06-11 | 哈尔滨工业大学 | Novel anchoring system and anchoring method for fiber reinforced resin composite material rod |
| CN113898125A (en) * | 2021-08-29 | 2022-01-07 | 北京工业大学 | Adhesive type anchoring method suitable for unidirectional FRP tension member |
| CN113914549A (en) * | 2021-08-29 | 2022-01-11 | 北京工业大学 | Fusion type anchoring method for fiber reinforced thermoplastic composite material unidirectional component |
| CN114193798A (en) * | 2021-08-29 | 2022-03-18 | 北京工业大学 | Continuous preparation method and anchoring method of FRP pultrusion profile |
| CN114016668A (en) * | 2021-11-18 | 2022-02-08 | 中国建筑第八工程局有限公司 | Anchoring structure of FRP (fiber reinforced Plastic) reinforcement cable and construction method thereof |
Also Published As
| Publication number | Publication date |
|---|---|
| CN100494598C (en) | 2009-06-03 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN100494598C (en) | Bond type anchorage and anchoring method for anchoring fibre reinforced plastic reinforcement or bracing cable | |
| 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 | |
| CN107575257B (en) | The anchoring process of anchor tool system for fibre-reinforced high molecular material bar | |
| CN102002911B (en) | Carbon fiber cable strand inner sleeve conical bonded anchorage device | |
| CN109083668A (en) | A kind of grouting and reinforcing anchor pole suitable for high stress breaking surrounding rock supporting | |
| CN104500115B (en) | A kind of prestressing force Bolt method for protecting support | |
| CN102704971B (en) | Grouting grouting cable anchor in hole | |
| CN105840221B (en) | It rotatably can quick anchoring installation binding type hollow bolt | |
| CN104963461A (en) | Connection method of steel bars between prefabricated parts by adopting steel fiber mortar grouting sleeve | |
| JP7507445B2 (en) | Anchor cable for grout injection with large deformation, constant resistance and support function | |
| CN104372745B (en) | The anchoring process of carbon fibre composite drag-line | |
| CN105863699A (en) | Grouting reinforcing large-deformation anchor bolt and method using grouting reinforcing large-deformation anchor bolt to reinforce rock body | |
| CN105840222B (en) | Push-press type can quick anchoring installation binding type hollow bolt | |
| CN102493451A (en) | Rock bolt system based on fiber reinforced plastic bolt and ultrahigh-performance cement-based bonding and anchoring medium | |
| CN108221666A (en) | A kind of compound anchorage of FRP tendons | |
| CN201121522Y (en) | Barrel type anchor bar of extrusion-injection anchor | |
| CN203430547U (en) | Bolting and grouting double-reinforcing mining anchor cable | |
| CN110344867B (en) | Early-anchored pipe cable anchor rod suitable for large-deformation stratum and construction method | |
| CN205840899U (en) | Push-press type can install binding type hollow bolt by quick anchoring | |
| CN210370738U (en) | Anchor type pipe cable anchor rod suitable for large-deformation stratum | |
| CN109281695B (en) | Hollow grouting anchor rod body | |
| CN205654363U (en) | Large deformation stock is consolidated in slip casting | |
| CN210660155U (en) | Grouting anchoring device and groutable solid anchor rod composed of same | |
| CN109184766B (en) | Prestress diffusion type large-aperture high-strength mixed anchor cable and construction method | |
| CN210829331U (en) | Prestressed anchor rod for tunnel or culvert construction |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant |