JPH0663304B2 - Fixing device and fixing method for fiber-reinforced synthetic resin tension material - Google Patents
Fixing device and fixing method for fiber-reinforced synthetic resin tension materialInfo
- Publication number
- JPH0663304B2 JPH0663304B2 JP63170543A JP17054388A JPH0663304B2 JP H0663304 B2 JPH0663304 B2 JP H0663304B2 JP 63170543 A JP63170543 A JP 63170543A JP 17054388 A JP17054388 A JP 17054388A JP H0663304 B2 JPH0663304 B2 JP H0663304B2
- Authority
- JP
- Japan
- Prior art keywords
- fixing
- tension
- fixing tool
- tension member
- tension material
- 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
Landscapes
- Piles And Underground Anchors (AREA)
- Reinforcement Elements For Buildings (AREA)
Description
【発明の詳細な説明】 〔産業上の利用分野〕 この発明は繊維強化合成樹脂(以下FRPと略す)製の
緊張材を地盤アンカーやプレストレス構造物等の構造体
に定着せしめる定着装置および定着方法に関する。DETAILED DESCRIPTION OF THE INVENTION [Field of Industrial Application] The present invention relates to a fixing device and a fixing device for fixing a tension member made of fiber reinforced synthetic resin (hereinafter abbreviated as FRP) to a structure such as a ground anchor or a prestressed structure. Regarding the method.
炭素繊維、芳香族ポリアミド繊維、ガラス繊維等の繊維
で補強したFRP製のロッドは高引張強度のほか、耐食
性、軽量性、電気絶縁性(炭素繊維を除く)等を備え、
鋼材に代り、地盤アンカーあるいはプレストレスコンク
リート構造物の緊張材としての利用が注目されている。FRP rods reinforced with carbon fiber, aromatic polyamide fiber, glass fiber, etc. have high tensile strength, corrosion resistance, lightweight, electrical insulation (excluding carbon fiber), etc.,
The use of ground anchors or prestressed concrete structures as tension materials instead of steel materials is drawing attention.
ところが、これらのFRP製のロッド類は従来の鋼材の
緊張材のような定着構造、例えばロッドにネジを切り、
定着板等を螺合して取付ける構造とすることはできなか
った。また、定着具の筒形体内に端部を差込み、接着剤
を充填し筒形定着具に固着させる提案もあるが、有機質
接着剤、およびFRP製ロッドの母材である合成樹脂類
は剪断力により破壊され易く、引抜きに対し高い固着強
度とすることは難しかった。However, these FRP rods have a fixing structure like a conventional steel tension member, for example, a thread is cut on the rod,
It has not been possible to adopt a structure in which a fixing plate or the like is screwed and attached. There is also a proposal to insert the end portion into the tubular body of the fixing tool and fill the adhesive to fix it to the tubular fixing tool, but the organic adhesive and the synthetic resin, which is the base material of the FRP rod, has a shearing force. Therefore, it was difficult to obtain a high fixing strength against drawing.
この発明は上記事情に鑑みなされたものである。その目
的はFRP製緊張材と筒形の定着具との固着強度が高
く、地盤アンカー体あるいはプレストレスコンクリート
構造物等に構造体に定着し、高い定着強度を発揮するF
RP製緊張材の定着装置および定着方法を提案するにあ
る。The present invention has been made in view of the above circumstances. The purpose is to have a high fixing strength between the FRP tension member and the tubular fixing tool, and to fix the structure to a ground anchor body or a prestressed concrete structure, thereby exhibiting a high fixing strength.
It is to propose a fixing device and a fixing method for RP tension material.
この発明になるFRP製緊張材の定着装置は、緊張力を
導入した繊維強化合成樹脂製緊張材の端部を地盤アンカ
ーのアンカー体やプレストレス構造物等の構造体に定着
するための定着装置であって、該緊張材の端部を筒形定
着具に差込み、定着具内に膨張性グラウトを充填して固
着してなり、緊張材先端は定着具の差込反対側の円錐台
形側面と緊張材との間隙に分割して打込んだ楔で定着具
に係止してあり、定着具の中空部内面には長手方向に凹
凸を設け、緊張材端部表面にも長手方向に凹凸を設け、
緊張材の少なくとも一方の端に固着した筒形定着具は外
周にネジが切ってあり、螺合したナットを締付け座金を
介し緊張力の導入が可能となしてあることを特徴とす
る。The FRP tension member fixing device according to the present invention is a fixing device for fixing an end portion of a fiber reinforced synthetic resin tension member into which tension is introduced to a structure such as an anchor body of a ground anchor or a prestressed structure. The end of the tension member is inserted into a tubular fixing device, and the expansible grout is filled in the fixing device to fix the same, and the tip of the tension member is a truncated cone side surface on the opposite side of the insertion of the fixing device. It is locked to the fixing tool with a wedge that is divided into the gap with the tension material and hammered in.The inner surface of the hollow part of the fixing tool has unevenness in the longitudinal direction, and the end surface of the tension material has unevenness in the longitudinal direction. Provided,
The tubular fixing device fixed to at least one end of the tension member is characterized in that a thread is cut on the outer periphery, and a screwed nut is tightened so that tension force can be introduced through a washer.
他の一つの発明になるFRP製緊張材の定着方法はFR
P製緊張材の端部表面に長手方向に凹凸を設け、その端
部を内面に長手方向に凹凸を設けた筒形定着具の中空部
に差込み、該緊張材を緊張しながらその先端を定着具の
差込反対側の円錐台形側面と緊張材との間隙に分割した
楔を打込んで係止して該緊張材に緊張力を導入して定着
すべき構造体に仮定着した後、定着具内に膨張性グラウ
トを充填して緊張材を定着具に固着し構造体に定着する
ことを特徴とする。Another method of fixing the FRP tension material is FR.
The tension member made of P is provided with unevenness in the longitudinal direction on the end surface, and the end portion is inserted into the hollow portion of the cylindrical fixing tool having the inner surface provided with unevenness in the longitudinal direction, and the tip is fixed while tensioning the tension material. After inserting the wedge into the gap between the conical trapezoidal side surface on the opposite side of the tool insertion and the tension member, locking it by introducing tension force into the tension member and assumingly attaching it to the structure to be fixed, then fixing It is characterized in that expansive grout is filled in the tool and the tension material is fixed to the fixing tool and fixed to the structure.
ポストテンション方式により緊張材に緊張力を導入する
際には、緊張材の固定端では緊張材を緊張しながら定着
具に固着することはできないので、固定端では緊張材は
緊張力を導入することなく、分割楔と膨張性グラウトに
よって、定着具に固着され、その定着具がアンカー体な
どの構造物に固定されている。従って、上記の第2発明
の定着方法は緊張端を構造物に定着する際の定着方法で
ある。When introducing tension to the tension member by the post-tension method, it is not possible to tighten the tension member at the fixed end of the tension member while fixing it to the fixing tool, so the tension member should introduce tension at the fixed end. Instead, the wedges and the expansible grout are fixed to the fixing device, and the fixing device is fixed to a structure such as an anchor body. Therefore, the fixing method of the second aspect of the invention is a fixing method for fixing the tensioned end to the structure.
以下、この発明を図示する実施例により説明する。第1
図はこのFRP製緊張材の定着装置である。炭素繊維を
引き揃え合成樹脂でロッドに成形したFRP緊張材1の
端部は筒形の定着具2に差込まれ、定着具2内に膨張性
グラウト3を充填し固着してある。定着具2は単なる円
筒でなく、中空部4の前後に蓋が設けられており、この
蓋には緊張材1を差込むための孔が設けられている。緊
張材1の差込反対側の蓋(後側蓋)は比較的厚く差込孔
は外側に拡がる円錐台の形状となっている。後側蓋に差
込まれた緊張材1と後側蓋側面との間隙には、第3図の
ごとく3等分割された楔5は打込まれてあり、定着具2
に差込まれた緊張材1の先端は楔5の中心部の断面円形
の挟着面で挟着されて定着具2に係止されている。ま
た、定着具2の中空部4内面には第2図のごとく中心軸
に対し対称位置に対をなす多数の環状の凸条6,6が設
けあり、FRP製緊張材1の先端部表面には多数の環状
の突部7が一定間隔で突設してある。この様に定着具2
を固着してなった緊張材1の端部は固定端としてコンク
リート造構造体であるアンカー体8内に埋設し定着され
る。Hereinafter, the present invention will be described with reference to illustrated embodiments. First
The figure shows the fixing device for this FRP tension material. An end portion of a FRP tension member 1 in which carbon fibers are aligned and molded into a rod with a synthetic resin is inserted into a cylindrical fixing tool 2, and an expansive grout 3 is filled and fixed in the fixing tool 2. The fixing tool 2 is not a simple cylinder, but a lid is provided in front of and behind the hollow portion 4, and a hole for inserting the tendon 1 is provided in this lid. The lid (rear lid) on the opposite side of the tension member 1 from which the tension member 1 is inserted is relatively thick, and the insertion hole has a truncated cone shape that expands outward. As shown in FIG. 3, a wedge 5 divided into three equal parts is driven in the gap between the tension member 1 inserted in the rear lid and the side surface of the rear lid.
The tip end of the tension member 1 inserted in is clamped to the fixing tool 2 by being clamped by a clamping surface having a circular cross section at the center of the wedge 5. Further, as shown in FIG. 2, a large number of annular projections 6 and 6 which are paired symmetrically with respect to the central axis are provided on the inner surface of the hollow portion 4 of the fixing tool 2, and the tip end surface of the FRP tension member 1 is provided. Is provided with a large number of annular projections 7 which are provided at regular intervals. Fixer 2
The end portion of the tension member 1 that has been fixed is embedded and fixed as a fixed end in the anchor body 8 which is a concrete structure.
第5図はFRP製緊張材1の下端を固定端として前記第
1図の定着具2に固着し地下のアンカー体8に定着し、
その上端を緊張端として地上の構造体9に緊張力を導入
し定着した実施例である。FRP製緊張材1の下端は固
定端として定着具2を介してアンカー体8内に埋設され
定着されている。この緊張材1の上端を構造体9に定着
するには、FRP製緊張材1の上端部を、外周面にネジ
10が切ってある筒形の定着具2′に差込み、FRP製
緊張材1を緊張しながら定着具2′の上端から第1図と
同様に定着具2′の上面に楔5を打込み緊張材1の先端
を定着具2′に係止する。この状態で定着具2′に座金
11を挿通し螺合したナット12を締付けて定着具2′
を構造体9に仮定着する。次いで、定着具2′内に膨張
性グラウトを充填して緊張材1を定着具2′に固着して
本定着となる。なお、仮定着時にFRP製緊張材1に加
える緊張力を少なめにしておいて定着具2′内に膨張性
グラウトを充填しグラウト硬化後、緊張材1が固着した
定着具2′に再度所定の緊張力を導入しながらナット1
2を締付ける、というように所定の緊張力を複数回に分
けて導入して本定着を完了するのが好ましい。FIG. 5 shows that the lower end of the FRP tension member 1 is fixed as the fixed end to the fixing tool 2 of FIG. 1 and fixed to the underground anchor body 8.
In this embodiment, the upper end is used as a tension end and a tension force is introduced into the structure 9 on the ground to fix it. The lower end of the FRP tension member 1 is embedded and fixed in the anchor body 8 via the fixing tool 2 as a fixed end. In order to fix the upper end of the tension member 1 to the structure 9, the upper end portion of the FRP tension member 1 is inserted into the tubular fixing tool 2'having the screw 10 cut on the outer peripheral surface thereof to form the FRP tension member 1 While tensioning, the wedge 5 is driven from the upper end of the fixing tool 2'to the upper surface of the fixing tool 2'as in FIG. 1, and the tip of the tension member 1 is locked to the fixing tool 2 '. In this state, the washer 11 is inserted into the fixing tool 2'and the nut 12 screwed therein is tightened to fix the fixing tool 2 '.
Are assumed to be attached to the structure 9. Next, the fixing member 2'is filled with expansive grout and the tension member 1 is fixed to the fixing member 2'to complete the main fixing. It should be noted that the tensioning force applied to the FRP tension member 1 at the time of hypothetical wearing is reduced and the expansive grout is filled into the fixing tool 2 ', and after the grout is cured, the fixing tool 2'on which the tension material 1 is fixed is again provided with a predetermined amount. Nut 1 while introducing tension
It is preferable to complete the main fixing by introducing a predetermined tension force in plural times such as tightening 2.
この実施例においても、図示しないが、緊張材1の上下
端部に固着した定着具2,2′の中空部内面には長手方
向に凹凸が設けてあり、これに差込まれた緊張材1の端
部表面にも長手方向に凹凸が設けてある。Also in this embodiment, although not shown, the fixing members 2 and 2'fixed to the upper and lower end portions of the tension member 1 are provided with irregularities in the longitudinal direction on the inner surfaces of the hollow portions, and the tension member 1 inserted into this. Irregularities are also provided in the longitudinal direction on the surface of the end portion of.
緊張材1の端部に設ける凹凸は、第1図の環状をなす突
部のほか、例えば第4図のごとく樹脂を含浸せしめた帯
状体13を緊張材1に螺旋状に捲付け凹凸を形成する
等、様々な態様を採ることができる。The unevenness provided on the end portion of the tension member 1 is formed by spirally winding the resin-impregnated band-like body 13 around the tension member 1 as shown in FIG. Various modes can be adopted, such as
緊張材1の製造時に完全に硬化していない状態のFRP
ロッドの周囲から押圧して凹凸を付けるのが簡便で合理
的である。FRP in a state where it is not completely hardened when the tendon 1 is manufactured
It is convenient and rational to press the rod from the periphery to make it uneven.
この発明は以上の構成からなる。このFRP製緊張材の
定着装置は、緊張材の端部を筒形の定着具に差込み、先
端を定着具の円錐台形部に打込んだ分割楔で係止し、定
着具内面には長手方向に凹凸があり、緊張材端部表面に
も長手方向に凹凸があり、緊張材は定着具の長さにわた
ってグラウトおよび楔に接し固着している。従って剪断
力は局部に集中して緊張材に作用せず、樹脂や繊維の破
壊、あるいは抜けが起りがたく、定着具をアンカー等の
構造体に定着した際に高い定着強度を発揮できる。また
緊張材の少なくとも一方の端に固着した緊張端用定着具
は外周にネジが切ってあり螺合したナットを締付けて従
来の鋼材緊張材と同様にして、緊張力の導入が可能とな
る。The present invention has the above configuration. In this FRP tension material fixing device, the end of the tension material is inserted into a tubular fixing tool, and the tip is locked by a split wedge driven into the truncated cone of the fixing tool. There are irregularities on the surface of the tension member, and the surface of the end portion of the tension member also has irregularities in the longitudinal direction, and the tension member is in contact with and fixed to the grout and the wedge over the length of the fixing device. Therefore, the shearing force is locally concentrated and does not act on the tension member, and the resin or fiber is unlikely to break or come off, and high fixing strength can be exhibited when the fixing device is fixed to a structure such as an anchor. Further, the tensioning end fixing device fixed to at least one end of the tensioning member has a thread on the outer periphery, and by tightening a screwed nut, it is possible to introduce a tensioning force in the same manner as the conventional steel tensioning member.
また、このFRP製緊張材の定着方法は、FRP製緊張
材に緊張力を導入しながら、その端部を筒形の定着具に
差込み定着具と緊張材との間隔に楔を打込んで係止して
仮定着した後、定着具にグラウトを充填して定着する。
従って緊張材の端部には緊張力が直接楔の挟着力となり
作用して高い係止力が付与できる。また、安定した緊張
状態でグラウトを充填するので、充填後に歪等が発生せ
ず、緊張材とグラウトとの安定した固着を図ることが可
能となり、この定着装置本来の高い定着強度を発現でき
る。In addition, this method of fixing the tension member made of FRP is performed by introducing the tension force into the tension member made of FRP, inserting the end portion thereof into a tubular fixing tool, and driving a wedge into the space between the fixing tool and the tension material. After stopping and posturing, the fixing tool is filled with grout and fixed.
Therefore, the tension force directly acts as a wedge clamping force on the end portion of the tension member, and a high locking force can be applied. Further, since the grout is filled in a stable tension state, no strain or the like is generated after the filling, and it is possible to achieve stable fixation between the tension material and the grout, and the original high fixing strength of this fixing device can be exhibited.
この発明は以上の通りであり、この定着装置および定着
方法によるとFRP製緊張材を定着した際に高い定着強
度を発揮することができる。The present invention is as described above, and according to the fixing device and the fixing method, high fixing strength can be exhibited when the FRP tension member is fixed.
第1,2,3図は実施例の定着装置の断面図およびA−
A断面図、B−B断面図、第4図は緊張材端部の凹凸の
別の態様例を示す側面図、第5図は地下アンカー体と地
上構造体間に定着した緊張材の縦断面図である。 1…FRP製緊張材、2…定着具、3…グラウト、4…
中空部、5…楔、6…凸条、7…突部、8…アンカー
体、9…構造体、10…ネジ、11…座金、12…ナッ
ト、13…帯状体。1, 2 and 3 are sectional views and A- of the fixing device of the embodiment.
A sectional view, BB sectional view, FIG. 4 is a side view showing another example of the unevenness of the end portion of the tension member, and FIG. 5 is a longitudinal section of the tension member fixed between the underground anchor body and the above-ground structure. It is a figure. 1 ... FRP tension material, 2 fixing device, 3 grout, 4 ...
Hollow part, 5 ... Wedge, 6 ... Convex strip, 7 ... Projection, 8 ... Anchor body, 9 ... Structure, 10 ... Screw, 11 ... Washer, 12 ... Nut, 13 ... Strip-shaped body.
───────────────────────────────────────────────────── フロントページの続き (72)発明者 木下 文男 東京都調布市飛田給2丁目19番1号 鹿島 建設株式会社技術研究所内 (72)発明者 持田 悟 東京都調布市飛田給2丁目19番1号 鹿島 建設株式会社技術研究所内 (72)発明者 田中 常雄 神奈川県横浜市緑区鴨志田町1000番地 三 菱化成株式会社総合研究所内 (72)発明者 谷木 謙介 神奈川県横浜市緑区鴨志田町1000番地 三 菱化成株式会社総合研究所内 (56)参考文献 特開 昭60−203762(JP,A) ─────────────────────────────────────────────────── ─── Continued Front Page (72) Inventor Fumio Kinoshita 2-19-1 Tobita-Su, Chofu-shi, Tokyo Kashima Construction Co., Ltd. Technical Research Institute (72) Inventor Satoru Mochida 2-1-11-1 Tobita, Chofu-shi, Tokyo Kashima Construction Co., Ltd. Technical Research Institute (72) Inventor Tsuneo Tanaka 1000 Kamoshida-cho, Midori-ku, Yokohama-shi, Kanagawa Sanryo Kasei Co., Ltd. General Research Institute (72) Inventor Kensuke Yagi 1000 Kamoshida-cho, Midori-ku, Yokohama-shi, Kanagawa Sanryo Kasei Co., Ltd. Research Institute (56) Reference JP-A-60-203762 (JP, A)
Claims (2)
材の端部を地盤アンカーのアンカー体やプレストレス構
造物等の構造体に定着するための定着装置であって、該
緊張材の端部を筒形定着具に差込み、定着具内に膨張性
グラウトを充填して固着してなり、緊張材先端は定着具
の差込反対側の円錐台形側面と緊張材との間隙に分割し
て打込んだ楔で定着具に係止してあり、定着具の中空部
内面には長手方向に凹凸を設け、緊張材端部表面にも長
手方向に凹凸を設け、緊張材の少なくとも一方の端に固
着した筒形定着具は外周にネジが切ってあり、螺合した
ナットを締付け座金を介し緊張力の導入が可能となして
あることを特徴とする繊維強化合成樹脂製緊張材の定着
装置。1. A fixing device for fixing an end portion of a tension material made of fiber reinforced synthetic resin to which tension force is introduced, to an anchor body of a ground anchor or a structure such as a prestressed structure. Insert the end into the tubular fixing tool, fill the fixing tool with expansive grout and fix it, and divide the tip of the tension member into the gap between the conical trapezoidal side on the opposite side of the fixing tool and the tension member. It is locked to the fixing tool with a wedge punched in, and unevenness is provided in the longitudinal direction on the inner surface of the hollow part of the fixing tool, and unevenness is also provided in the longitudinal direction on the end surface of the tension material. The cylindrical fixing device fixed to the end has a thread cut on the outer circumference, and the threaded nut is tightened to allow the introduction of tension force through a washer. apparatus.
手方向に凹凸を設け、その端部を内面に長手方向に凹凸
を設けた筒形定着具の中空部に差込み、該緊張材を緊張
しながらその先端を定着具の差込反対側の円錐台形側面
と緊張材との間隙に分割した楔を打込んで係止して該緊
張材に緊張力を導入して定着すべき構造体に仮定着した
後、定着具内に膨張性グラウトを充填して緊張材を定着
具に固着し構造体に定着することを特徴とする繊維強化
合成樹脂製緊張材の定着方法。2. A tense member made of fiber-reinforced synthetic resin is provided with an unevenness in the longitudinal direction on the end surface, and the end portion is inserted into a hollow portion of a tubular fixing tool provided with an unevenness in the inner surface in the longitudinal direction. While tightening the tip, the tip of which is inserted into the gap between the conical trapezoidal side surface on the opposite side of the fixing tool and the tension material is driven and locked, and the tension force is introduced into the tension material to be fixed. A method of fixing a tension member made of a fiber-reinforced synthetic resin, which is characterized by filling an expansive grout into a fixing tool, fixing the tension material to the fixing tool, and fixing the tension material to a structure after being hypothetically attached to the body.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP63170543A JPH0663304B2 (en) | 1988-07-08 | 1988-07-08 | Fixing device and fixing method for fiber-reinforced synthetic resin tension material |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP63170543A JPH0663304B2 (en) | 1988-07-08 | 1988-07-08 | Fixing device and fixing method for fiber-reinforced synthetic resin tension material |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH0220749A JPH0220749A (en) | 1990-01-24 |
| JPH0663304B2 true JPH0663304B2 (en) | 1994-08-22 |
Family
ID=15906844
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP63170543A Expired - Lifetime JPH0663304B2 (en) | 1988-07-08 | 1988-07-08 | Fixing device and fixing method for fiber-reinforced synthetic resin tension material |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0663304B2 (en) |
Families Citing this family (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2649258B2 (en) * | 1988-07-12 | 1997-09-03 | 財団法人鉄道総合技術研究所 | Fixing part structure of fiber-reinforced synthetic resin tendon and its manufacturing method |
| JP4707455B2 (en) * | 2005-05-24 | 2011-06-22 | 西松建設株式会社 | Temporary anchor |
| CN102493661B (en) * | 2011-12-30 | 2014-05-28 | 湖南大学 | Bonding anchoring method and anchoring tool for carbon fiber composite stranded wire |
| CN102493660B (en) * | 2011-12-30 | 2014-01-01 | 湖南大学 | An anchoring method and anchorage for carbon fiber reinforced composite material prestressed tendon |
| CN105672579A (en) * | 2016-04-11 | 2016-06-15 | 智性纤维复合加固南通有限公司 | Intelligent steel strand anchoring structure and anchoring method thereof |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH06102925B2 (en) * | 1984-03-28 | 1994-12-14 | 財団法人鉄道総合技術研究所 | Fiber-reinforced synthetic resin prestressed concrete tension member anchoring structure |
-
1988
- 1988-07-08 JP JP63170543A patent/JPH0663304B2/en not_active Expired - Lifetime
Also Published As
| Publication number | Publication date |
|---|---|
| JPH0220749A (en) | 1990-01-24 |
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