JPH0885948A - Spacer for anchor tightening member and its manufacture - Google Patents
Spacer for anchor tightening member and its manufactureInfo
- Publication number
- JPH0885948A JPH0885948A JP24687094A JP24687094A JPH0885948A JP H0885948 A JPH0885948 A JP H0885948A JP 24687094 A JP24687094 A JP 24687094A JP 24687094 A JP24687094 A JP 24687094A JP H0885948 A JPH0885948 A JP H0885948A
- Authority
- JP
- Japan
- Prior art keywords
- spacer
- supporting part
- axial direction
- steel rod
- synthetic resin
- 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
Landscapes
- Piles And Underground Anchors (AREA)
- Reinforcement Elements For Buildings (AREA)
Abstract
Description
【0001】[0001]
【産業上の利用分野】本発明は法面の地崩れを防ぐため
や、橋脚の安定を図るためなどに用いられる永久アンカ
ーの定着長部のスペーサーに関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a spacer for a fixed long portion of a permanent anchor used for preventing landslide on a slope and for stabilizing a bridge pier.
【0002】[0002]
【従来の技術】永久アンカー体における、PC緊張材の
定着長部に用いられるスペーサーとしては、既に鋼板製
のちょうちん形のスペーサーが知られている。これは図
3A,Bに示すように、両端の円筒状把持部2,3と、
両筒状部間を結ぶ円周の軸方向に切れ目4のある支持部
5とよりなるものである。この支持部5が夫々外方に湾
曲して膨くれているため、ちょうちん形と称せられてい
る。尚、図中17は支持部5の円筒状把持部2,3への溶
接部である。2. Description of the Related Art As a spacer used for a fixed length portion of a PC tension member in a permanent anchor body, a lantern-shaped spacer made of steel plate is already known. This is, as shown in FIGS. 3A and 3B, cylindrical grips 2 and 3 at both ends,
It comprises a support portion 5 having a cut 4 in the axial direction of the circumference connecting both tubular portions. Since the support portions 5 are curved outwardly and bulged, they are called lanterns. Reference numeral 17 in the drawing denotes a welded portion of the support portion 5 to the cylindrical grip portions 2 and 3.
【0003】[0003]
【発明が解決しようとする課題】上記ちょうちん形は強
度が充分で、緊張材の支持は充分であるが、その製作に
は鋼板の打抜き,曲げ,溶接と、加工手数がかかり、費
用も重む。また使用に当っては、地下水などの浸入によ
り腐食しやすい欠点があり、これを防ぐためにめっきな
どの被覆加工を施せば更に手数がかゝると共に、取り付
け時被覆層に傷がつき易く、この傷が腐食原因となるな
ど、なお充分とは云い難い。The above-mentioned lantern shape has sufficient strength and sufficient support for the tension material, but the manufacturing thereof requires punching, bending, welding of a steel sheet, and labor and cost. . In addition, when using it, it has the drawback that it easily corrodes due to infiltration of groundwater, etc. If you apply a coating process such as plating to prevent this, it will be more troublesome and the coating layer will be easily scratched during installation. It is hard to say that scratches cause corrosion.
【0004】[0004]
【課題を解決するための手段】本発明は上述の問題を解
決しようとするもので、スペーサーをポリエチレン等の
合成樹脂で形成し、腐食の怖れをなくしたことを第1の
特徴とする。そして、スペーサーの取り付け,位置決め
などの操作性を良くするため、スペーサーの筒状把持部
に切割を設けるか、或は更に切込みを付加することを第
2の特徴としている。SUMMARY OF THE INVENTION The present invention is intended to solve the above-mentioned problems, and has a first feature that the spacer is formed of a synthetic resin such as polyethylene to eliminate the fear of corrosion. A second feature of the present invention is that a slit is provided in the cylindrical grip portion of the spacer or a slit is added to improve the operability of attaching and positioning the spacer.
【0005】本発明の今一つの特徴は、上記スペーサー
を熱可塑性合成樹脂で製造するに当り、支持部の外方へ
の膨らみを、支持部を加熱下で軸方向外側より圧縮せし
めて形成することである。本発明の詳細ならびにその他
の特徴は実施例によって説明する。Another feature of the present invention is that when the spacer is manufactured from a thermoplastic synthetic resin, the outward bulge of the support portion is formed by compressing the support portion from the outside in the axial direction under heating. Is. The details of the invention as well as other features are described by way of examples.
【0006】[0006]
【実施例】図1A及びBは、実施例におけるスペーサー
1の正面図及びそのI−I断面図である。図において、
2,3は夫々両端に設けられた円筒状把持部で、該把持
部2,3間は、円周に軸方向の複数の切れ目4を有する
支持部5によって結ばれるもので、ポリエチレンによっ
て一体に形成されている。1A and 1B are a front view and a sectional view taken along line I-I of a spacer 1 in an embodiment. In the figure,
Reference numerals 2 and 3 denote cylindrical gripping portions provided at both ends, and the gripping portions 2 and 3 are connected by a supporting portion 5 having a plurality of axial cuts 4 in the circumference, and are integrally formed by polyethylene. Has been formed.
【0007】上記円筒状把持部2,3の外径は48mmで、
肉厚は支持部5を含め4mmである。そして支持部5は、
当初湾曲がなく円筒状把持部2,3の両端間の長さが 3
00mmであったものを、該樹脂の軟化温度以上に加熱した
状態で、軸方向外側より内方に圧縮して、その中央部分
より半径方向外側に膨らませて湾曲せしめ、長さ 280mm
に縮めて形成したものである。The outer diameter of the cylindrical grip portions 2 and 3 is 48 mm,
The wall thickness including the supporting portion 5 is 4 mm. And the support part 5 is
Initially, there was no bending and the length between the ends of the cylindrical grips 2 and 3 was 3
The length of 280 mm was 280 mm, which was 00 mm and was compressed to the inside from the outside in the axial direction while being heated to the softening temperature of the resin or above, and was expanded to the outside in the radial direction from the central part.
It is formed by shrinking to.
【0008】上記構成のスペーサー1を図2に示す永久
アンカーに用いたところ、腐食することはなく、強度上
も充分実用に耐えることが判った。なお、実際にアンカ
ーに取付ける前に次の加工を施した。これにより緊張材
の嵌挿など、アンカー取付作業の操作性が向上した。When the spacer 1 having the above-mentioned structure was used for the permanent anchor shown in FIG. 2, it was found that it did not corrode and was sufficiently practical for strength. The following processing was performed before actually mounting on the anchor. As a result, the operability of anchor installation work, such as the insertion of tension materials, has been improved.
【0009】円筒状把持部2,3の両方または1方に、
0.5mm程度の切割6を設けると、図2に示すように岩盤
の削孔8に挿入する直径36mmの異形PC鋼棒9の先端部
分にスペーサーを嵌挿しやすく、必要によっては、切割
6を押し開いて横からかぶせることもできる。On both or one of the cylindrical grips 2, 3,
If the slit 6 of about 0.5 mm is provided, it is easy to insert the spacer into the tip portion of the deformed PC steel rod 9 having a diameter of 36 mm to be inserted into the drilled hole 8 of the rock as shown in FIG. You can also open it and cover it from the side.
【0010】さらに、上記嵌挿や位置決めなどで、上記
鋼棒9上を移動させたりするのに、切割6に加え、両端
より複数個の切込み7を設けておくと操作は更に容易に
なる。また操作中、スペーサーが孔壁や鋼棒等に当って
も、従来のようにめっきに傷がついて、防食性を失う怖
れもない。Further, in order to move on the steel rod 9 for the above-mentioned fitting and positioning, in addition to the slit 6, a plurality of notches 7 are provided from both ends to facilitate the operation. In addition, even if the spacer hits the hole wall or the steel rod during the operation, there is no fear of scratching the plating and losing the anticorrosion property as in the conventional case.
【0011】なお、上記構成のスペーサーは、前記のよ
うにポリエチレン,ポリ塩化ビニール等の熱可塑性合成
樹脂を、押出成形により、支持部が湾曲していないもの
を形成し、次いで支持部を加熱状態下で、両端より相対
的に中央に押して圧縮して、支持部中央部分を外方に膨
らし、湾曲せしめた状態で冷却すれば簡単に製造できる
ので、コストも低減できる。The spacer having the above structure is formed by extruding a thermoplastic synthetic resin such as polyethylene or polyvinyl chloride as described above so that the supporting portion is not curved, and then the supporting portion is heated. The cost can be reduced because it can be easily manufactured by pressing the lower part relatively to the center and compressing it to swell the center part of the support part outward and cooling it in a curved state.
【0012】図2は、岩盤に設けた削孔8内に形成した
永久アンカーの構成を示す側断面よりの概念図である。
削孔8内は、入口の頭部10,中央の自由長部11,奥の定
着長部12に区分される。該削孔8に挿入された異形PC
鋼棒9は、定着長部12内でスペーサー1に支持された状
態でセメントグラウトなどを充填して固着される。FIG. 2 is a conceptual side sectional view showing the structure of the permanent anchor formed in the drilled hole 8 formed in the rock mass.
The inside of the drilled hole 8 is divided into a head portion 10 at the entrance, a free length portion 11 at the center, and a fixing length portion 12 at the back. Deformed PC inserted in the drilled hole 8
The steel rod 9 is fixed by being filled with cement grout or the like while being supported by the spacer 1 in the fixing length portion 12.
【0013】頭部10では、ナット13,キャップ14,ジョ
イントシース15などを具備して緊張固定される。16は上
記鋼棒9を包む保護管である。なお、実施例において
は、緊張材として異形PC鋼棒9を用いるものについて
示してたが、例えば合成樹脂被覆PC鋼より線等、他の
緊張材を使用することもできる。この合成樹脂被覆のも
のを用いるときは、スペーサーによりその被覆に傷を付
けにくいと云う効果もある。The head 10 is provided with a nut 13, a cap 14, a joint sheath 15 and the like and is tensioned and fixed. Reference numeral 16 is a protective tube that wraps the steel rod 9. In the embodiment, the deformed PC steel rod 9 is used as the tension material, but other tension materials such as a synthetic resin-coated PC steel stranded wire may be used. When this synthetic resin coating is used, there is also an effect that the coating is less likely to be damaged by the spacer.
【0014】また、スペーサーの製造は、上記実施例の
ように熱可塑性合成樹脂を用いて、押圧形成,加熱圧縮
する方法が容易で、経済的であるが、必要によっては熱
硬化性樹脂により、他の製造法によって製作してもよ
い。Further, as for the production of the spacer, the method of pressing and heating and compressing using a thermoplastic synthetic resin as in the above-mentioned embodiment is easy and economical, but if necessary, a thermosetting resin is used. It may be manufactured by another manufacturing method.
【0015】[0015]
【発明の効果】本発明のスペーサーは、合成樹脂で形成
されているため防食性が良く、またその構成上緊張材へ
の取付操作性が良い。同操作中に、スペーサー及びPC
鋼材に傷付きによる欠陥を生じることも少ない。製作は
容易で製造コストも低減される。Since the spacer of the present invention is made of a synthetic resin, it has good anticorrosion properties and, due to its constitution, has good operability in attaching to the tension member. During the same operation, spacer and PC
There are few defects caused by scratching the steel material. Manufacturing is easy and the manufacturing cost is reduced.
【図1】Aは本発明実施例の正面図、BはAのI−I断
面図である。FIG. 1A is a front view of an embodiment of the present invention, and B is a sectional view taken along line I-I of A. FIG.
【図2】永久アンカーの構成を示す側断面よりの概念図
である。FIG. 2 is a conceptual view from the side cross-section showing the structure of a permanent anchor.
【図3】Aは従来のスペーサーの正面図,BはAのI−
I断面図である。FIG. 3A is a front view of a conventional spacer, and B is I- of A.
FIG.
1 スペーサー 2,3 円筒状把持部 4 支持部の切れ目 5 支持部 6 切割 7 切込み 8 岩盤の削孔 9 異形PC鋼棒 10 頭部 11 自由長部 12 定着長部 13 ナット 14 キャップ 15 ジョイントシース 16 保護管 17 溶接部 1 Spacer 2, 3 Cylindrical gripping part 4 Cut of support part 5 Support part 6 Cut 7 Cut 7 Cut of rock 8 Deformed PC steel rod 10 Head 11 Free length part 12 Fixing length part 13 Nut 14 Cap 15 Joint sheath 16 Protective tube 17 Weld
Claims (4)
該把持部間を結ぶ円周に軸方向の複数の切れ目を有する
支持部とが形成され、且つ上記支持部はその軸方向中央
部より半径方向外側に湾曲していることを特徴とするア
ンカー緊張材用スペーサー。1. Cylindrical grips at both ends made of synthetic resin,
An anchor tension characterized in that a supporting portion having a plurality of axial cuts is formed on the circumference connecting the gripping portions, and the supporting portion is curved outward in the radial direction from the central portion in the axial direction. Spacer for material.
とを特徴とする請求項1記載のスペーサー。2. The spacer according to claim 1, wherein the cylindrical grip portion is provided with a slit in the axial direction.
みを設けたことを特徴とする請求項1または2記載のス
ペーサー。3. The spacer according to claim 1, wherein one or more notches are provided on the outer end side of the cylindrical grip portion.
把持部と、該把持部間を結ぶ円周に軸方向の複数の切れ
目を有する支持部を形成した後、該形成体の支持部を加
熱状態下で軸方向外側より圧縮して、支持部を軸方向中
央より半径方向外側に湾曲変形せしめることを特徴とす
るアンカー緊張材用スペーサーの製造方法。4. A thermoplastic synthetic resin is used to form a cylindrical grip portion at both ends and a support portion having a plurality of axial cuts on the circumference connecting the grip portions, and then the support portion of the formed body is fixed. A method for manufacturing a spacer for an anchor tension member, which comprises compressing from the outside in the axial direction in a heated state to bend and deform the support portion from the center in the axial direction to the outside in the radial direction.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP24687094A JP2924944B2 (en) | 1994-09-14 | 1994-09-14 | Spacer for anchor tendon |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP24687094A JP2924944B2 (en) | 1994-09-14 | 1994-09-14 | Spacer for anchor tendon |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH0885948A true JPH0885948A (en) | 1996-04-02 |
JP2924944B2 JP2924944B2 (en) | 1999-07-26 |
Family
ID=17154961
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP24687094A Expired - Fee Related JP2924944B2 (en) | 1994-09-14 | 1994-09-14 | Spacer for anchor tendon |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP2924944B2 (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103046548A (en) * | 2012-12-22 | 2013-04-17 | 中冶集团武汉勘察研究院有限公司 | Modified anti-floating anchor rod anchor head |
CN113756202A (en) * | 2021-09-25 | 2021-12-07 | 聊城市交通发展有限公司 | Cast-in-place construction method of cast-in-place concrete bridge |
-
1994
- 1994-09-14 JP JP24687094A patent/JP2924944B2/en not_active Expired - Fee Related
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103046548A (en) * | 2012-12-22 | 2013-04-17 | 中冶集团武汉勘察研究院有限公司 | Modified anti-floating anchor rod anchor head |
CN113756202A (en) * | 2021-09-25 | 2021-12-07 | 聊城市交通发展有限公司 | Cast-in-place construction method of cast-in-place concrete bridge |
Also Published As
Publication number | Publication date |
---|---|
JP2924944B2 (en) | 1999-07-26 |
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