JP2924944B2 - Spacer for anchor tendon - Google Patents

Spacer for anchor tendon

Info

Publication number
JP2924944B2
JP2924944B2 JP24687094A JP24687094A JP2924944B2 JP 2924944 B2 JP2924944 B2 JP 2924944B2 JP 24687094 A JP24687094 A JP 24687094A JP 24687094 A JP24687094 A JP 24687094A JP 2924944 B2 JP2924944 B2 JP 2924944B2
Authority
JP
Japan
Prior art keywords
spacer
anchor
cylindrical
tendon
support
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 - Fee Related
Application number
JP24687094A
Other languages
Japanese (ja)
Other versions
JPH0885948A (en
Inventor
喜之 松原
泰治 三上
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Sumitomo Electric Industries Ltd
Original Assignee
Sumitomo Electric Industries Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Sumitomo Electric Industries Ltd filed Critical Sumitomo Electric Industries Ltd
Priority to JP24687094A priority Critical patent/JP2924944B2/en
Publication of JPH0885948A publication Critical patent/JPH0885948A/en
Application granted granted Critical
Publication of JP2924944B2 publication Critical patent/JP2924944B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Landscapes

  • Piles And Underground Anchors (AREA)
  • Reinforcement Elements For Buildings (AREA)

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【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 permanent anchor anchoring portion used for preventing a landslide on a slope and stabilizing a 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 A lantern-shaped spacer made of a steel plate is already known as a spacer used for a fixing length portion of a PC tendon in a permanent anchor body. This is, as shown in FIGS. 3A and 3B, cylindrical holding parts 2 and 3 at both ends,
It comprises a support portion 5 having a cut 4 in the axial direction of the circumference connecting the two cylindrical portions. Each of the support portions 5 is curved outward and swells, and is thus called a lantern. In the figure, reference numeral 17 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。
Although the above lantern has sufficient strength and sufficient support for the tendon material, its manufacture requires punching, bending, and welding of steel plates, and requires a lot of processing and cost. . In addition, when used, there is a disadvantage that it is easily corroded by intrusion of groundwater, etc., and if coating such as plating is performed to prevent this, it will be more troublesome, and the coating layer will be easily damaged at the time of installation. It is hardly enough, for example, because the 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ものである。
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特徴とする。
SUMMARY OF THE INVENTION The present invention has been made to solve the above-mentioned problems, and has a spacer formed of a synthetic resin such as polyethylene to eliminate the fear of corrosion .
In order to improve operability such as mounting and positioning of the spacer, a cut is provided in the cylindrical grip portion of the spacer, or a cut is further added .

【0005】記スペーサーを熱可塑性合成樹脂で製造
するには、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ればよい。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。
[0005] The upper SL spacer preparing a thermoplastic synthetic resin, a bulge outwardly of the support portion, the support portion may be formed allowed compression than the axial outer under heating. The details and other features of the present invention will be described with reference to 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 an II sectional view of a spacer 1 according to an embodiment. In the figure,
Numerals 2 and 3 denote cylindrical grips provided at both ends, respectively. The grips 2 and 3 are connected by a support 5 having a plurality of circumferential cuts 4 around the circumference, and are integrally formed of polyethylene. Is 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 gripping parts 2 and 3 is 48 mm,
The wall thickness including the support portion 5 is 4 mm. And the support part 5
Initially there is no curvature and the length between both ends of the cylindrical gripping parts 2 and 3 is 3
What was 00 mm, while being heated above the softening temperature of the resin, was compressed inward from the outside in the axial direction, expanded radially outward from the central part and curved, and had a length of 280 mm.
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 structure was used for the permanent anchor shown in FIG. 2, it was found that it did not corrode and had sufficient strength to be practically used. The following processing was performed before actually attaching to the anchor. As a result, the operability of the anchor mounting work such as the insertion of the tendon material 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。
[0009] Both or one of the cylindrical holding parts 2, 3
When a cut 6 of about 0.5 mm is provided, as shown in FIG. 2, a spacer is easily inserted into the tip of a deformed PC steel rod 9 having a diameter of 36 mm to be inserted into the drilled hole 8 of the rock, and if necessary, the cut 6 is pushed. It can be opened and covered 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 the steel bar 9 on the above-mentioned steel bar 9 by the above-mentioned insertion and positioning, the operation is further facilitated by providing a plurality of cuts 7 from both ends in addition to the cut 6. Further, even if the spacer hits the hole wall or the steel rod during the operation, there is no fear that the plating is damaged and the anticorrosion property is lost 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-described structure is formed by extruding a thermoplastic synthetic resin such as polyethylene or polyvinyl chloride into a non-curved support portion by extrusion molding, and then heating the support portion in a heated state. The lower part is pressed relatively toward the center from both ends and compressed, the center part of the support part is expanded outward, and if it is cooled in a curved state, it can be easily manufactured, and the cost can be reduced.

【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 view from a side cross section showing the structure of a permanent anchor formed in a drill hole 8 provided in a rock.
The inside of the 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 into the hole 8
The steel rod 9 is fixed by filling 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 fixed in tension. Reference numeral 16 denotes a protective tube that surrounds the steel rod 9. Although the embodiment uses the deformed PC steel rod 9 as the tendon, another tendon such as a synthetic resin-coated PC steel strand may be used. The use of this synthetic resin coating has the effect that the coating is hardly 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。
The spacer can be easily formed by pressing and heating and compressing using a thermoplastic synthetic resin as in the above embodiment, which is economical. However, if necessary, a thermosetting resin may be 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 structure, has good operability in attaching to a tendon. During the same operation, the spacer and PC
There is also little occurrence of defects due to scratches in the steel material. Fabrication is easy and production costs are reduced.

【図面の簡単な説明】[Brief description of the drawings]

【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 FIG. 1B is a sectional view taken along line II of 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 diagram from a side cross section showing a configuration 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 FIG.
It is I sectional drawing.

【符号の説明】[Explanation of symbols]

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 DESCRIPTION OF SYMBOLS 1 Spacer 2, 3 Cylindrical gripping part 4 Break of support part 5 Support part 6 Cut 7 Notch 8 Drilling of rock 9 Deformed PC steel rod 10 Head 11 Free length part 12 Fixing length part 13 Nut 14 Cap 15 Joint sheath 16 Protection tube 17 Weld

Claims (2)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 合成樹脂により両端の円筒状把持部と、
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おり、 円筒状把持部に軸方向の切割を設けた ことを特徴とする
アンカー緊張材用スペーサー。
1. A cylindrical grip at both ends made of synthetic resin,
該把connecting the lifting unit and the support unit having a plurality of cuts in the axial direction circumferentially is formed, and the support portion is curved radially outward from the axially central portion, the shaft in a cylindrical gripping portion A spacer for an anchor tendon, which is provided with a cut in the direction .
【請求項2】 円筒状把持部の外端側に1個以上の切込
みを設けたことを特徴とする請求項1記載のアンカー緊
張材用スペーサー。
2. One or more notches on the outer end side of the cylindrical gripping part.
The anchor tension according to claim 1, wherein the anchor tension is provided.
Spacer for upholstery.
JP24687094A 1994-09-14 1994-09-14 Spacer for anchor tendon Expired - Fee Related JP2924944B2 (en)

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 JPH0885948A (en) 1996-04-02
JP2924944B2 true 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)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
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
JPH0885948A (en) 1996-04-02

Similar Documents

Publication Publication Date Title
CA1285786C (en) Splice sleeve for overlapping reinforcing bars
CA2889347C (en) Improved cable bolt
CA1243007A (en) Wall sleeves
JP3676786B2 (en) PC precast member joint construction method and connecting pipe used therefor
US6185886B1 (en) Fixing element for reinforcement connection with a secondary action, especially for earthquake-resistant securement
US11619048B1 (en) Non-slip reinforcing bar coupler
JP2924944B2 (en) Spacer for anchor tendon
US3110503A (en) Joint for prestressed concrete pipe
JP3585134B2 (en) Prestressed reinforced concrete pile
EP0445377B1 (en) Structure of anchor and construction method thereof
US5568839A (en) Reinforced boring rod assembly and method of forming same
AU770287B2 (en) Tube-formed rock bolt
JP4773745B2 (en) Seismic joint device for manhole
KR200211394Y1 (en) coupler for reinforcement steel bar
JPH06322893A (en) Method and device for fixing continuous fiber reinforced plastic stranded wire
CN219043987U (en) Basalt fiber rib anchoring device
EP0694726A1 (en) High strength pipe joint with pressed key groove
JPH0612037Y2 (en) Anchor bond sheath
JPH0418098B2 (en)
US3521644A (en) Anchor block assembly
JPH06307023A (en) Joint structure for reinforcing bar
JPH0439360Y2 (en)
JPH0612038Y2 (en) Lock anchor bolt
WO1996023934A1 (en) Rod material for earth anchor and method of using the same
JP4450458B2 (en) Covering method for inner surface of hollow structure

Legal Events

Date Code Title Description
FPAY Renewal fee payment (prs date is renewal date of database)

Year of fee payment: 10

Free format text: PAYMENT UNTIL: 20090507

FPAY Renewal fee payment (prs date is renewal date of database)

Year of fee payment: 10

Free format text: PAYMENT UNTIL: 20090507

FPAY Renewal fee payment (prs date is renewal date of database)

Free format text: PAYMENT UNTIL: 20100507

Year of fee payment: 11

FPAY Renewal fee payment (prs date is renewal date of database)

Year of fee payment: 12

Free format text: PAYMENT UNTIL: 20110507

FPAY Renewal fee payment (prs date is renewal date of database)

Free format text: PAYMENT UNTIL: 20110507

Year of fee payment: 12

FPAY Renewal fee payment (prs date is renewal date of database)

Year of fee payment: 13

Free format text: PAYMENT UNTIL: 20120507

LAPS Cancellation because of no payment of annual fees