JP2636662B2 - FRP tendon fixing device - Google Patents
FRP tendon fixing deviceInfo
- Publication number
- JP2636662B2 JP2636662B2 JP5041297A JP4129793A JP2636662B2 JP 2636662 B2 JP2636662 B2 JP 2636662B2 JP 5041297 A JP5041297 A JP 5041297A JP 4129793 A JP4129793 A JP 4129793A JP 2636662 B2 JP2636662 B2 JP 2636662B2
- Authority
- JP
- Japan
- Prior art keywords
- frp
- tendon
- fixing device
- fixing
- adhesive
- 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 - Lifetime
Links
- 210000002435 tendon Anatomy 0.000 title claims description 29
- 239000000463 material Substances 0.000 claims description 19
- 239000000853 adhesive Substances 0.000 claims description 11
- 230000001070 adhesive effect Effects 0.000 claims description 11
- 239000000203 mixture Substances 0.000 claims description 6
- 239000003822 epoxy resin Substances 0.000 description 5
- 229920000647 polyepoxide Polymers 0.000 description 5
- 238000010276 construction Methods 0.000 description 4
- 229910000831 Steel Inorganic materials 0.000 description 3
- 239000004033 plastic Substances 0.000 description 3
- 239000010959 steel Substances 0.000 description 3
- 239000004567 concrete Substances 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 230000003014 reinforcing effect Effects 0.000 description 2
- 239000011083 cement mortar Substances 0.000 description 1
- 230000002093 peripheral effect Effects 0.000 description 1
- 239000011513 prestressed concrete Substances 0.000 description 1
- 239000000057 synthetic resin Substances 0.000 description 1
- 229920003002 synthetic resin Polymers 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/08—Members specially adapted to be used in prestressed constructions
- E04C5/085—Tensile members made of fiber reinforced plastics
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/08—Members specially adapted to be used in prestressed constructions
- E04C5/12—Anchoring devices
- E04C5/127—The tensile members being made of fiber reinforced plastics
-
- 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
- E04G2023/0259—Devices specifically adapted to stress the fiber reinforced plastic 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
- E04G2023/0262—Devices specifically adapted for anchoring the fiber reinforced plastic elements, e.g. to avoid peeling off
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Reinforcement Elements For Buildings (AREA)
Description
【０００１】[0001]
【産業上の利用分野】この発明はプレストレスコンクリ
ートの補強用あるいはアースアンカー等として用いられ
るＦＲＰ緊張材の定着装置に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a fixing device for an FRP tendon used for reinforcing prestressed concrete or as an earth anchor.
【０００２】[0002]
【発明が解決しようとする課題】コンクリート構造物に
プレストレスを導入するＰＣ鋼材や既製のＦＲＰを用い
た緊張材は通常、定着部とテンドン部（緊張材部分）と
を一体となし製造し、現場に搬入し施工していた。A tendon using pre-stressed PC steel or a ready-made FRP to introduce a prestress into a concrete structure is usually manufactured integrally with a fixing part and a tendon part (tensile part). They were brought to the site for construction.
【０００３】しかし、大容量の緊張材の場合は運搬等の
制約から現場での製作が必要となる。ＦＲＰ緊張材はボ
ルト締結や溶接接合を適用しがたく、現場製作する際の
信頼性が問題となっている。However, in the case of a large-capacity tendon, production on site is required due to restrictions on transportation and the like. It is difficult to apply bolt fastening and welding to the FRP tendon, and reliability at the time of on-site production is a problem.
【０００４】この発明はこの様な事情に鑑みなされたも
のである。その目的は施工現場でＦＲＰ緊張材のテンド
ン部と容易、確実に接合ができ、定着の信頼性が高いＦ
ＲＰ緊張材の定着装置を提案するにある。[0004] The present invention has been made in view of such circumstances. The purpose is to easily and securely join the tendon part of the FRP tendon at the construction site, and to achieve high reliability of fixing.
It is to propose a fixing device for the RP tendon.
【０００５】[0005]
【課題を解決するための手段】このＦＲＰ緊張材の定着
装置は、定着筒内に並列する複数条の帯板状ＦＲＰ材を
挿入し、硬化性組成物を充填、硬化せしめて固定し、定
着筒の端にＦＲＰ材の端部を突出せしめて、前記ＦＲＰ
緊張材端と接着剤接合すべき接合端を設けてなることを
特徴とする。In this fixing device for a FRP tendon material, a plurality of strip-shaped FRP materials arranged in parallel in a fixing cylinder are inserted, and a curable composition is filled, cured, fixed, and fixed. The end of the FRP material is protruded from the end of the cylinder,
It is characterized in that a joining end to be joined to the tendon end with an adhesive is provided.
【０００６】[0006]
【実施例】図１に実施例の定着装置１を示す。この装置
は、鋼製で外周面にネジ３が設けてある有底円筒形の定
着筒２内に底部のスリット孔４を挿通して２条の表面に
多数の小凸部があり粗面をなした帯板状ＦＲＰ材５の端
部を差込み、内部にエポキシ樹脂組成物６を充填硬化せ
しめ固定し、底部の端から帯板状ＦＲＰ材５を突出せし
めて接合端７を設け構成されている。FIG. 1 shows a fixing device 1 according to an embodiment. This device is made of steel and has a bottomed cylindrical fixing tube 2 having a screw 3 provided on the outer peripheral surface thereof. The end of the strip-shaped FRP material 5 is inserted, the epoxy resin composition 6 is filled and hardened and fixed therein, and the strip-shaped FRP material 5 is protruded from the bottom end to provide a joining end 7. I have.
【０００７】この定着装置１は予め工場で製作し、施工
現場に搬入し、ＦＲＰ緊張材のテンドン部と接合して定
着部として機能させる。The fixing device 1 is manufactured in a factory in advance, carried into a construction site, and joined to a tendon portion of the FRP tendon to function as a fixing portion.
【０００８】図２は、帯板状ＦＲＰ材５と同種ＦＲＰか
らなる粗面帯板状の３条のＦＲＰ緊張材８のテンドン部
端と、定着装置１、接合端７の２条のＦＲＰ材５とを交
互に重ね合せ、エポキシ樹脂接着剤９で接着接合した接
合例である。FIG. 2 shows the end of a tendon portion of a three-piece FRP tensioning material 8 having a rough surface strip made of the same type of FRP as the strip-shaped FRP material 5, and two FRP materials of a fixing device 1 and a joining end 7. This is an example in which 5 and 5 are alternately overlapped and bonded with an epoxy resin adhesive 9.
【０００９】図３もこの定着装置１と帯板状のＦＲＰ緊
張材８とテンドン部とを接着剤接合した実施例である。
この実施例はＦＲＰ材５と緊張材８の端を重ね合せ接着
剤接合するとともに、その外周をとりまきプラスチック
筒体１０を配し、その内部にも接着剤９を充填し固定し
てある。FIG. 3 also shows an embodiment in which the fixing device 1, the band-shaped FRP tendon 8 and the tendon are bonded with an adhesive.
In this embodiment, the ends of the FRP material 5 and the tendon material 8 are overlapped and bonded with an adhesive, and a plastic cylinder 10 is provided around the periphery thereof, and an adhesive 9 is filled inside the plastic cylinder 10 and fixed.
【００１０】この様にＦＲＰ緊張材８に定着装置１を接
合した後、定着筒２のネジ３に定着板を螺着するなどの
手段によりコンクリート構造体あるいは地山面に定着し
緊張材あるいはアースアンカーとしてのＦＲＰ材に緊張
を導入する。After the fixing device 1 is joined to the FRP tendon 8 as described above, the fixation plate 1 is fixed to the concrete structure or the ground surface by means such as screwing the fixing plate to the screw 3 of the fixing cylinder 2 and the tendon or ground. Introduce tension into the FRP material as anchor.
【００１１】上記、実施例では鋼製の定着筒を用いた
が、ＦＲＰ製であってもよい。硬化性組成物はエポキシ
樹脂のほか他の合成樹脂組成物あるいはセメントモルタ
ルが用いられる。In the above embodiment, the fixing tube made of steel is used, but it may be made of FRP. As the curable composition, other synthetic resin composition or cement mortar besides epoxy resin is used.
【００１２】[0012]
【作用および発明の効果】この発明は以上の通りであ
る。この定着装置は予め設備の整った工場で製作し、施
工現場において、ＦＲＰ緊張材テンドン部の端と接着剤
接合するので、運搬上の制約を受けず、配筋の実態に即
応して施工できるので作業能率が向上する。The present invention is as described above. This fixing device is manufactured in a factory equipped with facilities in advance, and is bonded to the end of the tendon part of the FRP tendon at the construction site, so that it can be installed immediately without any restrictions on transportation, according to the actual condition of the reinforcing bars. Therefore, work efficiency is improved.
【００１３】定着装置の接合端は並列する複数条の帯板
状ＦＲＰ材からなるので、ＦＲＰ緊張材テンドン部端を
交互に重ね合せ接着剤接合し、高い接合強度とすること
ができ、現場施工にかかわらず高い信頼性が得られる。
ＦＲＰ緊張材が帯板状であると一層好適である。[0013] Since the joining end of the fixing device is made of a plurality of strip-shaped FRP materials arranged in parallel, the ends of the tendon portions of the FRP tendon material are alternately overlapped with each other and joined with an adhesive to achieve a high joining strength. Regardless, high reliability is obtained.
More preferably, the FRP tendon is in the form of a strip.
【００１４】図３に示す実施例のごとく接合部分の外周
に筒体を配し接着剤を充填すると接合が一層確実とな
る。As in the embodiment shown in FIG. 3, when a cylinder is arranged around the outer periphery of the joint and filled with an adhesive, the joining is further ensured.
【図１】実施例の定着装置の一部断面で示す斜視図であ
る。FIG. 1 is a perspective view showing a partial cross section of a fixing device according to an embodiment.
【図２】ＦＲＰ緊張材と接着剤接合した定着装置の一部
断面で示す側面図である。FIG. 2 is a side view showing a partial cross section of a fixing device bonded to an FRP tendon by an adhesive.
【図３】外周に筒体を配し、ＦＲＰ緊張材と接着剤接合
した定着装置の一部断面で示す側面図である。FIG. 3 is a side view showing a partial cross section of a fixing device in which a cylindrical body is arranged on an outer periphery and bonded to an FRP tendon by an adhesive.
１…定着装置、２…定着筒、３…ネジ、４…スリット
孔、５…帯板状ＦＲＰ材、６…エポキシ樹脂組成物、７
…接合端、８…ＦＲＰ緊張材、９…エポキシ樹脂接着
剤、１０…プラスチック筒体。DESCRIPTION OF SYMBOLS 1 ... Fixing device, 2 ... Fixing cylinder, 3 ... Screw, 4 ... Slit hole, 5 ... Strip-shaped FRP material, 6 ... Epoxy resin composition, 7
... joining end, 8 ... FRP tendon, 9 ... epoxy resin adhesive, 10 ... plastic cylinder.
Claims (1)
筒内に並列する複数条の帯板状ＦＲＰ材を挿入し、硬化
性組成物を充填、硬化せしめて固定し、定着筒の端にＦ
ＲＰ材の端部を突出せしめて、前記ＦＲＰ緊張材端と接
着剤接合すべき接合端を設けてなるＦＲＰ緊張材の定着
装置。1. A fixing device for an FRP tensioning material, wherein a plurality of strip-shaped FRP materials arranged in parallel are inserted into a fixing cylinder, and a curable composition is filled, cured and fixed, and an end of the fixing cylinder is fixed. To F
A fixing device for an FRP tendon material, wherein an end of an RP material is protruded to provide a joining end to be bonded to the end of the FRP tendon material with an adhesive.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP5041297A JP2636662B2 (en) | 1993-03-02 | 1993-03-02 | FRP tendon fixing device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP5041297A JP2636662B2 (en) | 1993-03-02 | 1993-03-02 | FRP tendon fixing device |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH06248758A JPH06248758A (en) | 1994-09-06 |
| JP2636662B2 true JP2636662B2 (en) | 1997-07-30 |
Family
ID=12604532
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP5041297A Expired - Lifetime JP2636662B2 (en) | 1993-03-02 | 1993-03-02 | FRP tendon fixing device |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP2636662B2 (en) |
Families Citing this family (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2002097746A (en) * | 2000-09-21 | 2002-04-05 | Dps Bridge Works Co Ltd | FRP reinforcement with fixing device |
| EP1331327A1 (en) * | 2002-01-29 | 2003-07-30 | Sika Schweiz AG | Reinforcing device |
| CN1662718A (en) * | 2002-06-26 | 2005-08-31 | Sika技术股份公司 | Device and method for the reinforcing of support structures |
| CN105839856A (en) * | 2016-03-21 | 2016-08-10 | 宁波大学 | Large-tonnage carbon fiber superimposed plate bundle anchorage |
| CN109944173B (en) * | 2019-03-18 | 2020-10-16 | 山西省交通科学研究院有限公司 | Winding combined type carbon fiber plate anchor |
| US20220186759A1 (en) * | 2020-10-21 | 2022-06-16 | Kulstoff Composite Products, LLC | Fiber-Reinforced Polymer Anchors and Connectors For Repair and Strengthening of Structures Configured for Field Testing, and Assemblies for Field Testing the Same |
| 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 |
| CN115478707B (en) * | 2022-09-30 | 2023-06-16 | 中国人民解放军陆军工程大学 | High-bearing extrusion type anchorage device suitable for multi-layer carbon fiber plate cables and application method thereof |
-
1993
- 1993-03-02 JP JP5041297A patent/JP2636662B2/en not_active Expired - Lifetime
Also Published As
| Publication number | Publication date |
|---|---|
| JPH06248758A (en) | 1994-09-06 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| KR20010024043A (en) | Structure for reinforcing concrete member and reinforcing method | |
| US11319706B1 (en) | FRP splice system for joining structural elements | |
| JPH09151613A (en) | Reinforcement structure for existing concrete columnar body | |
| JP2636662B2 (en) | FRP tendon fixing device | |
| JP2000265678A (en) | Reinforcing structure and method in joint part between structural materials | |
| KR20020021747A (en) | Composite beam with prestressed precast concrete panel | |
| JP2973812B2 (en) | Joint structure between steel members and concrete members | |
| JP4272180B2 (en) | Steel structure and its reinforcement method | |
| JP3959279B2 (en) | Fastening device for rod-shaped member | |
| JPH10205507A (en) | Joint structure of fiber reinforced synthetic resin pipe | |
| KR100442704B1 (en) | Method and structure for reinforcement of ferroconcrete construction by using of exterior tension member | |
| JP2716508B2 (en) | Column and beam joint structure | |
| JP3681367B2 (en) | Joint structure of steel column and foundation concrete | |
| KR20170138817A (en) | Connecting Structure and Method of PHC Piles with Tube Member | |
| JP2000204652A (en) | Column base joint structure of steel column members | |
| KR100461000B1 (en) | Longitudinal Connecting Method of Composite Beam Stiffened with Prestressed Concrete Panel having Novel Connecting Structure | |
| JP3433440B2 (en) | Construction method of structural members of concrete structure | |
| JPS58127830A (en) | Apparatus for connecting concrete member | |
| KR920007243B1 (en) | Assembly channel beam bridge | |
| JPH031923Y2 (en) | ||
| JP3969571B2 (en) | Member for fastening rod-shaped member | |
| JPH0455549A (en) | Concrete form | |
| JPH088161Y2 (en) | Yamagata ramen structure composed of wooden straight members | |
| JPH0220749A (en) | Fixing device and fixing method for fiber-reinforced synthetic resin tension material | |
| JPH08120790A (en) | Coupling fitting for construction member |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| A01 | Written decision to grant a patent or to grant a registration (utility model) |
Free format text: JAPANESE INTERMEDIATE CODE: A01 Effective date: 19970311 |