JPH0540169Y2 - - Google Patents
Info
- Publication number
- JPH0540169Y2 JPH0540169Y2 JP1987057920U JP5792087U JPH0540169Y2 JP H0540169 Y2 JPH0540169 Y2 JP H0540169Y2 JP 1987057920 U JP1987057920 U JP 1987057920U JP 5792087 U JP5792087 U JP 5792087U JP H0540169 Y2 JPH0540169 Y2 JP H0540169Y2
- Authority
- JP
- Japan
- Prior art keywords
- fiber
- reinforced resin
- end fixture
- fixture
- tendons
- 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
- 229920005989 resin Polymers 0.000 claims description 22
- 239000011347 resin Substances 0.000 claims description 22
- 210000002435 tendon Anatomy 0.000 claims description 17
- 239000000835 fiber Substances 0.000 claims description 9
- 239000011513 prestressed concrete Substances 0.000 claims description 7
- 239000000463 material Substances 0.000 claims description 5
- OKTJSMMVPCPJKN-UHFFFAOYSA-N Carbon Chemical group [C] OKTJSMMVPCPJKN-UHFFFAOYSA-N 0.000 claims 1
- 229910052799 carbon Inorganic materials 0.000 claims 1
- 239000004567 concrete Substances 0.000 description 7
- 239000012783 reinforcing fiber Substances 0.000 description 5
- 229910000831 Steel Inorganic materials 0.000 description 4
- 239000002184 metal Substances 0.000 description 4
- 239000010959 steel Substances 0.000 description 4
- 229920000049 Carbon (fiber) Polymers 0.000 description 2
- 239000003513 alkali Substances 0.000 description 2
- 239000004760 aramid Substances 0.000 description 2
- 125000003118 aryl group Chemical group 0.000 description 2
- 239000004917 carbon fiber Substances 0.000 description 2
- 238000005260 corrosion Methods 0.000 description 2
- 230000007797 corrosion Effects 0.000 description 2
- 239000004696 Poly ether ether ketone Substances 0.000 description 1
- 239000004695 Polyether sulfone Substances 0.000 description 1
- 239000004697 Polyetherimide Substances 0.000 description 1
- 239000004734 Polyphenylene sulfide Substances 0.000 description 1
- 229920006231 aramid fiber Polymers 0.000 description 1
- 229920003235 aromatic polyamide Polymers 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000003822 epoxy resin Substances 0.000 description 1
- 238000009730 filament winding Methods 0.000 description 1
- 239000003365 glass fiber Substances 0.000 description 1
- LNEPOXFFQSENCJ-UHFFFAOYSA-N haloperidol Chemical compound C1CC(O)(C=2C=CC(Cl)=CC=2)CCN1CCCC(=O)C1=CC=C(F)C=C1 LNEPOXFFQSENCJ-UHFFFAOYSA-N 0.000 description 1
- VNWKTOKETHGBQD-UHFFFAOYSA-N methane Chemical compound C VNWKTOKETHGBQD-UHFFFAOYSA-N 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 229920001568 phenolic resin Polymers 0.000 description 1
- 239000005011 phenolic resin Substances 0.000 description 1
- 229920001643 poly(ether ketone) Polymers 0.000 description 1
- 229920002492 poly(sulfone) Polymers 0.000 description 1
- 239000004417 polycarbonate Substances 0.000 description 1
- 229920000515 polycarbonate Polymers 0.000 description 1
- 229920000647 polyepoxide Polymers 0.000 description 1
- 229920000728 polyester Polymers 0.000 description 1
- 229920006393 polyether sulfone Polymers 0.000 description 1
- 229920002530 polyetherether ketone Polymers 0.000 description 1
- 229920001601 polyetherimide Polymers 0.000 description 1
- 229920000069 polyphenylene sulfide Polymers 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 239000012779 reinforcing material Substances 0.000 description 1
- 229920005992 thermoplastic resin Polymers 0.000 description 1
- 229920001187 thermosetting polymer Polymers 0.000 description 1
- 239000002759 woven fabric Substances 0.000 description 1
Landscapes
- Reinforcement Elements For Buildings (AREA)
Description
【考案の詳細な説明】
〔産業上の利用分野〕
本考案は、プレストレストコンクリート施用緊
張材用端部固定具、詳しくは、プレストレストコ
ンクリート施工時に使用される繊維強化樹脂製緊
張材の端部を固定するために用いられる繊維強化
樹脂製雌コーン形状の用具に関する。[Detailed description of the invention] [Industrial application field] The present invention is an end fixing device for tendons used in prestressed concrete, specifically, an end fixing device for tendons made of fiber reinforced resin used during prestressed concrete construction. This invention relates to a female cone-shaped tool made of fiber-reinforced resin used for
従来、プレストレストコンクリート用の緊張材
としては、引張強度の優れた鋼線が使用され、こ
の端部固定具は第1図に示すように金属製の雄コ
ーン1と金属製の雌コーン2から構成される圧入
くさびが一般的に使用されてきた。緊張材3は支
圧板4を通して雌コーン2の貫通穴5、及び雄コ
ーン1の空隙部6に導入され、雄コーン1のくさ
び作用により強く把持されて抜け止めされる。
Conventionally, steel wires with excellent tensile strength have been used as tendons for prestressed concrete, and this end fixture consists of a metal male cone 1 and a metal female cone 2, as shown in Figure 1. Press-fit wedges have been commonly used. The tension material 3 is introduced into the through hole 5 of the female cone 2 and the cavity 6 of the male cone 1 through the bearing plate 4, and is strongly gripped by the wedge action of the male cone 1 to prevent it from coming off.
最近、従来より使用されている緊張材の鋼線が
コンクリートの高アルカリ性のためにアルカリ腐
蝕をおこし、膨張してコンクリートにひびを発生
させたり、鋼線が切断したりする問題が発生して
いる。この問題を解決するために、鋼線の緊張材
と同程度又はそれ以上の引張強度をもち軽量で耐
腐蝕性に優れた繊維強化樹脂製の緊張材が開発さ
れてきた。これにともない、この緊張材の端部を
固定する固定具も提案されている(実開昭61−
94111号)。しかし、この提案の固定具は、直接コ
ンクリートに埋め込まれる端部固定具、いわゆる
デツトアンカーとして使用するためには作業性の
点で問題がある。
Recently, problems have arisen in which steel wires, which have traditionally been used as tendons, are subject to alkaline corrosion due to the high alkalinity of concrete, causing them to expand, causing cracks in the concrete, or causing the steel wires to break. . In order to solve this problem, tendons made of fiber-reinforced resins have been developed that have tensile strength comparable to or higher than steel wire tendons, are lightweight, and have excellent corrosion resistance. In line with this, a fixture for fixing the ends of this tendon material has also been proposed (Utility Model No. 61-
No. 94111). However, the proposed fixing device has problems in terms of workability when used as an end fixing device that is directly embedded in concrete, a so-called det anchor.
本考案は、コンクリートに埋め込まれた場合、
コンクリートの高アルカリ性に耐え、かつ強度が
低下しない繊維強化樹脂製の緊張材用端部固定具
を提供しようとするものである。 When embedded in concrete,
The present invention provides a tendon end fixing device made of fiber-reinforced resin that can withstand the high alkalinity of concrete and does not lose strength.
〔問題点を解決するための手段〕 本考案は下記のとおりである。[Means for solving problems] The present invention is as follows.
繊維強化樹脂からなり、雌コーン形状をしたプ
レストレストコンクリート施用繊維強化樹脂製緊
張材用端部固定具において、該端部固定具におけ
る繊維強化樹脂の繊維角度が緊張材に対して0°〜
±10°である外層と±80°〜90°である内層とにより
構成されることを特徴とする端部固定具。 In an end fixture for a fiber-reinforced resin tendon for use in prestressed concrete, the end fixture is made of fiber-reinforced resin and has a female cone shape, and the fiber angle of the fiber-reinforced resin in the end fixture is 0° to 10° relative to the tendon.
An end fixing device characterized by being composed of an outer layer which is ±10° and an inner layer which is ±80° to 90°.
以下図面によつて本考案を説明する。 The present invention will be explained below with reference to the drawings.
第2図は本考案の端部固定具8を使用し緊張材
3を固定した場合の断面図である。 FIG. 2 is a cross-sectional view of the tension member 3 fixed using the end fixing device 8 of the present invention.
緊張材3を本考案のコーン形状固定具8内に挿
入した後、耐アルカリ性に優れた樹脂9を流し込
み硬化して接着により抜け止めを行なう。 After the tension material 3 is inserted into the cone-shaped fixture 8 of the present invention, a resin 9 having excellent alkali resistance is poured and cured to prevent it from coming off by adhesion.
第3図は本考案の端部固定具を使用状態におい
て示した断面図である。 FIG. 3 is a cross-sectional view of the end fixture of the present invention in use.
雌コーン形状をした端部固定具8は、強化繊維
の繊維角度が緊張材に対して0°〜±10°である外
層10と±80°〜90°である内層11より構成され
ている。 The female cone-shaped end fixture 8 is composed of an outer layer 10 in which the fiber angle of reinforcing fibers is 0° to ±10° with respect to the tendon, and an inner layer 11 in which the fiber angle is ±80° to 90°.
外層10と内層11はそれぞれ多層積層でもよ
い。 The outer layer 10 and the inner layer 11 may each be a multilayer laminate.
0°〜±10°の外層10は緊張材の引張力で支圧
板に対して発生する圧縮力を受けもち、±80°〜
90°の内層11は樹脂層9を伝わつてくる内圧に
よる引張力を受けもつ。 The outer layer 10 of 0° to ±10° receives the compressive force generated against the bearing plate by the tensile force of the tendon, and the outer layer 10 has a range of ±80° to
The 90° inner layer 11 receives tensile force due to the internal pressure transmitted through the resin layer 9.
従来、繊維強化樹脂からなるプレストレストコ
ンクリートの定着具は知られている(特開昭62−
63746号公報)。ここに示された定着具は、ガラス
繊維と炭素繊維を強化材として併用し、フイラメ
ントワインド法又は織物を使用して強化するもの
であり、本考案のように、緊張材の力の方向に対
し、特定の配向で強化材を配設する点については
提案されていない。 Conventionally, fixing devices for prestressed concrete made of fiber-reinforced resin have been known (Japanese Unexamined Patent Application Publication No. 1983-1999).
63746). The anchor shown here uses both glass fiber and carbon fiber as reinforcing materials, and is reinforced using the filament winding method or woven fabric. , there is no proposal for arranging the reinforcement in a particular orientation.
本考案の端部固定具において使用される強化繊
維は炭素繊維、アラミド繊維等であり、これらを
単用しても併用してもよい。 The reinforcing fibers used in the end fixture of the present invention are carbon fibers, aramid fibers, etc., and these may be used alone or in combination.
使用される樹脂は、熱硬化性樹脂(エポキシ樹
脂、フエノール樹脂等)、熱可塑性樹脂(ポリス
ルホン、ポリエーテルスルホン、ポリエーテルケ
トン、ポリーテルエーテルケトン、芳香族ポリア
ミド、芳香族ポリエステル、芳香族ポリカーボネ
ート、ポリエーテルイミド、ポリフエニレンサル
フアイド等)である。 The resins used include thermosetting resins (epoxy resins, phenolic resins, etc.), thermoplastic resins (polysulfone, polyethersulfone, polyetherketone, polyetheretherketone, aromatic polyamide, aromatic polyester, aromatic polycarbonate, polyetherimide, polyphenylene sulfide, etc.).
緊張材を構成する繊維強化樹脂についても、前
記と同様であるが、繊維及び樹脂の種類は必ずし
も同一でなくてもよい。 The fiber-reinforced resin constituting the tension material is also the same as described above, but the types of fibers and resins do not necessarily have to be the same.
本考案の繊維強化樹脂製端部固定具は、繊維強
化樹脂製緊張材の端部固定具として使用し、コン
クリートの高アルカリに腐蝕されず、経時的に強
度の劣化がなく、かつ、強化繊維の配向構成を特
定することにより、外層は緊張材の引張力で支圧
板に対して発生する圧縮力を受けもち、内層は内
圧による引張力を受けもつ。その結果、強化繊維
の強度を充分に活かすことができ、プレストレス
トコンクリート施用緊張材用固定具として実用価
値が高い。
The fiber-reinforced resin end fixture of the present invention is used as an end fixture for fiber-reinforced resin tendons, and is not corroded by the high alkali of concrete, does not deteriorate in strength over time, and is By specifying the orientation configuration, the outer layer receives the compressive force generated against the bearing plate due to the tensile force of the tendon, and the inner layer receives the tensile force due to the internal pressure. As a result, the strength of the reinforcing fibers can be fully utilized, and it has high practical value as a fixture for tendons used in prestressed concrete.
第1図は従来の端部固定具を使用状態において
示した断面図、第2図は本考案の端部固定具を使
用状態において示した断面図、第3図は本考案の
端部固定具の断面図である。
図において、1は金属製雄コーン、2は金属製
雌コーン、3は緊張材、4は支圧板、5は雌コー
ンの貫通穴、6は雄コーンの空隙部、7はコンク
リート壁、8は本考案の端部固定具、9は樹脂
層、10は強化繊維角度が0°〜±10°である外層、
11は強化繊維角度が±80°〜90°である内層をそ
れぞれ示す。
Fig. 1 is a sectional view of a conventional end fixture in use, Fig. 2 is a sectional view of the end fixture of the present invention in use, and Fig. 3 is a sectional view of the end fixture of the present invention. FIG. In the figure, 1 is a metal male cone, 2 is a metal female cone, 3 is a tendon, 4 is a bearing plate, 5 is a through hole in the female cone, 6 is a gap in the male cone, 7 is a concrete wall, and 8 is a In the end fixing device of the present invention, 9 is a resin layer, 10 is an outer layer with a reinforcing fiber angle of 0° to ±10°,
Reference numeral 11 indicates an inner layer in which the reinforcing fiber angle is ±80° to 90°.
Claims (1)
プレストレストコンクリート施用繊維強化樹脂
製緊張材用端部固定具において、該端部固定具
における繊維強化樹脂の繊維角度が緊張材に対
して0°〜±10°である外層と±80°〜90°である内
層とにより構成されることを特徴とする端部固
定具。 2 端部固定具における繊維強化樹脂が炭素繊維
強化樹脂である実用新案登録請求の範囲1記載
の端部固定具。[Scope of Claim for Utility Model Registration] 1. An end fixture for fiber reinforced resin tendons for prestressed concrete that is made of fiber reinforced resin and has a female cone shape, in which the fiber angle of the fiber reinforced resin in the end fixture is tensioned. An end fixture comprising an outer layer having an angle of 0° to ±10° to the material and an inner layer having an angle of ±80° to 90°. 2. The end fixture according to claim 1, wherein the fiber-reinforced resin in the end fixture is carbon fiber-reinforced resin.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP1987057920U JPH0540169Y2 (en) | 1987-04-16 | 1987-04-16 |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP1987057920U JPH0540169Y2 (en) | 1987-04-16 | 1987-04-16 |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS63165022U JPS63165022U (en) | 1988-10-27 |
JPH0540169Y2 true JPH0540169Y2 (en) | 1993-10-13 |
Family
ID=30888052
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP1987057920U Expired - Lifetime JPH0540169Y2 (en) | 1987-04-16 | 1987-04-16 |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH0540169Y2 (en) |
Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS6263746A (en) * | 1985-09-17 | 1987-03-20 | 三菱マテリアル株式会社 | Anchor jig of prestressed concrete |
-
1987
- 1987-04-16 JP JP1987057920U patent/JPH0540169Y2/ja not_active Expired - Lifetime
Patent Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS6263746A (en) * | 1985-09-17 | 1987-03-20 | 三菱マテリアル株式会社 | Anchor jig of prestressed concrete |
Also Published As
Publication number | Publication date |
---|---|
JPS63165022U (en) | 1988-10-27 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
US4187135A (en) | Fiber reinforced composite shaft with metallic connector sleeves mounted by longitudinal groove interlock | |
US4265951A (en) | Fiber reinforced composite shaft with metallic connector sleeves mounted by longitudinal groove interlock | |
US20100031607A1 (en) | Splice System for Fiber-Reinforced Polymer Rebars | |
JP2009108675A (en) | Device and method for reinforcing support structure | |
US20240093494A1 (en) | Anchoring device and prestressed concrete | |
JPH0540169Y2 (en) | ||
CN217557397U (en) | Fiber reinforced composite (FRP) winding type truss connecting node | |
CN211074120U (en) | Corrugated pipe connector applied to beam slab prefabrication | |
JPH0296044A (en) | Joint construction of fiber-reinforced resin reinforcing wire and reinforcing bar | |
JP2000220254A (en) | Tension anchoring structure | |
CN109356029B (en) | CFRP rib pre-extrusion composite anchorage device | |
CN209145156U (en) | Sleeve for SFCB | |
JPH0438354A (en) | Stretching method for frp rod | |
CN219043987U (en) | Basalt fiber rib anchoring device | |
JPH1082178A (en) | Cable end fixing method and cable end fixing structure | |
JP2007308894A (en) | Structure for reinforcing structure | |
JPH0349349Y2 (en) | ||
KR200203628Y1 (en) | Iron bar connecting device | |
CN217840580U (en) | Mechanical clamping composite anchorage device suitable for carbon fiber cloth winding | |
JP3925860B2 (en) | Joint structure and construction method thereof | |
JPH0730717Y2 (en) | Terminal structure of fiber composite strip | |
JPH0442511B2 (en) | ||
JPS60119848A (en) | Fiber reinforced concrete and its constructin | |
US3521644A (en) | Anchor block assembly | |
JPH0413140B2 (en) |