JPS5929110A - Method of installing stretching material in prestressed concrete member - Google Patents
Method of installing stretching material in prestressed concrete memberInfo
- Publication number
- JPS5929110A JPS5929110A JP13890582A JP13890582A JPS5929110A JP S5929110 A JPS5929110 A JP S5929110A JP 13890582 A JP13890582 A JP 13890582A JP 13890582 A JP13890582 A JP 13890582A JP S5929110 A JPS5929110 A JP S5929110A
- Authority
- JP
- Japan
- Prior art keywords
- formwork
- fixing
- metal fitting
- prestressed concrete
- installing
- 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.)
- Pending
Links
Landscapes
- Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)
Abstract
(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.
Description
【発明の詳細な説明】
本発明はPC枕木等のプレストレストコンクリート部材
を製造する際に、製造されるプレストレストコンクリー
ト部材中に埋設されるpc@相等の緊張羽の設置方法に
関するものである。DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a method for installing tension feathers such as PC@ phase to be buried in prestressed concrete members such as PC sleepers when producing prestressed concrete members such as PC sleepers.
プレストレストコンク!J−)部材ヲフレテンシヨン方
式やボストテンション方式で製造する場合、緊張材はプ
レストレストコンクリート部制の所定位@に正確に設置
されることが必要である。また、緊張材はその端部がコ
ンクリート表面より露出していると錆付くので必要厚の
かぶルを伺けてコンクリート内に埋設するのが好ましい
。Prestressed conch! J-) When manufacturing members using the fretting method or the post tension method, the tendons must be accurately installed at predetermined positions in the prestressed concrete system. In addition, if the ends of the tendons are exposed above the concrete surface, they will rust, so it is preferable to bury them in the concrete so that the required thickness can be covered.
そこで、従来第1図に示す様な緊張材の設置方法が考え
られていたが、この種の設置方法の場合、定着金具とコ
ンクリート表面までのがぶりと、ダボ穴からコンクリー
ト表面までのかぶシが非常に少ないので亀裂が入るおそ
れがあった。Therefore, a method of installing tendons as shown in Figure 1 has been considered in the past, but in the case of this type of installation method, there is a gap between the anchoring fittings and the concrete surface, and a cover from the dowel hole to the concrete surface. There was a risk of cracking as there was very little.
本発明はこの様な従来の欠点を解消すべく創案されたも
ので、型枠一端部に型枠内方に突出させて止め金具を取
イリけるとともにその先端部に定着金具を固着し、かつ
基端部に抜は止めヘッドを有する複数本の緊張材を前記
定着金具にその裏側よ#)x通させると共にその先端部
を型枠他端部に固着し、かつ前記定着金具の一方側の端
部を係止する係止部材を型枠内に配設し、前記複数本の
緊張材を同時に緊張しうるブレストレストコンクリー上
部相における緊張栃の設置方法を提供するものである。The present invention has been devised to solve these conventional drawbacks, and includes a structure in which a stopper is removed by protruding inward from one end of the formwork, and a fixing metal is fixed to the tip of the stopper. A plurality of tension members each having a pull-out stopper head at the base end are passed through the fixing metal fitting through its back side, and the tip thereof is fixed to the other end of the formwork, and The present invention provides a method for installing a tensioning chestnut in the upper phase of breast-stressed concrete, in which a locking member for locking the end portion is disposed within the formwork, and the plurality of tension members can be tensioned simultaneously.
以下本発明を図示する一実施例によって説明すると、図
中符号2はPC枕木を製造する型枠である。型枠2の長
手方向の片側端部に止め金Pe3力(型枠2の内方に突
出させて取付けられ、該止め金具3の突出部分には雄ね
じ4が形成され、この雄ねじ4に定着金具5が型枠20
幅方向に延在1−で螺着されている。The present invention will be described below with reference to an illustrated embodiment. Reference numeral 2 in the figure is a formwork for manufacturing PC sleepers. A stopper Pe3 is attached to one end in the longitudinal direction of the formwork 2 (protruding inward from the formwork 2), and a male thread 4 is formed in the protruding portion of the stopper 3, and a fixing fitting is attached to the male screw 4. 5 is formwork 20
It extends in the width direction and is screwed on.
定着金具5には貫通孔6.6が形成さhs該貝通孔6,
6に型枠2内に設置されるPCC月相の緊張材7.7の
一端が貫通され、前記緊張月7゜70貫通部分に抜は止
めヘッド15.15が形成されている。A through hole 6.6 is formed in the fixing fitting 5.
One end of the tension material 7.7 of the PCC moon phase installed in the formwork 2 is penetrated at 6, and a pull-out stop head 15.15 is formed at the part where the tension material 7.7 passes through.
゛また、この緊張材7.7の他端部は、型枠2の長手方
向の反対側端部に取付りだ定着金具11゜11および受
は金具12 、12に連続貫通させ、その貫通部分の雄
ねじ13.13に固定プーット14.14が螺着されて
いる。゛The other end of this tension material 7.7 is attached to the opposite end of the formwork 2 in the longitudinal direction. A fixing putty 14.14 is screwed onto the external thread 13.13 of the holder.
尚、定着金具5の一方側の端部に、その端部を係止する
ようにして係止部材8を型枠2内に配設しである。A locking member 8 is disposed within the formwork 2 so as to lock the end of the fixing metal fitting 5 on one side.
第4図に係1F0部月8の−・実施例を示す。図示する
如く係上部側8にはその基部10に定着金具5゜5の端
部を嵌入係止する凹溝9.S)が形成されている。しか
してとの凹溝9,9内に定着金具5゜5の端部を嵌入係
止しである状鼠;のイ既略図を第3図に示す。FIG. 4 shows an example of the 1F0 department month 8. As shown in the figure, the locking part side 8 has a groove 9 in which the end of the fixing metal fitting 5.5 is fitted into the base 10 and locked therein. S) is formed. FIG. 3 shows a schematic diagram of the state in which the ends of the fixing fittings 5.5 are fitted and locked into the grooves 9, 9 of the handles.
以上、この様な41′q成において、緊張月7,7の設
置に際しては、緊張材7,7を定着金J1,5に定着金
具5のl’J通孔6,6にその裏側より貫通させて数句
ける。凍た型枠2の長手方向の片flll+端部には止
め金具3をその先端部のノイ1!ねじ4を型枠2の内方
に突出させ−C取旬ける。As mentioned above, when installing the tension members 7, 7 in such a 41'q configuration, the tension members 7, 7 are passed through the l'J through holes 6, 6 of the anchor fittings 5 through the fixing metal fittings J1, 5 from the back side. Let me say a few words. At one end of the frozen formwork 2 in the longitudinal direction, attach a stopper 3 to its tip. Protrude the screw 4 inward of the formwork 2 and remove it.
そして、止め金具3の雄ねじ4部分に緊張月7゜7を取
付けだ定着金具5を螺着するとともに前記緊張材7.1
の先端部を型枠2の長手方向の反対側端部に取付りた定
着金具11.11および受は金具12.12に連続貫通
させ、その貫通部分の雄ねじ13.13に固定ナラ)1
4.14を螺着する。Then, the tension member 7.1 is attached to the male screw 4 portion of the stopper 3, and the fixing member 5 is screwed onto the tension member 7.1.
The fixing fitting 11.11 and the receiver attached to the opposite end of the formwork 2 in the longitudinal direction are continuously passed through the fitting 12.12, and fixed to the male thread 13.13 of the penetrating portion (1).
4. Screw on 14.
次忙前記緊張利7,7が負通しである定着金具5におい
て係止部利8で係止されていない@11の蕗1部に位H
する緊張月7を緊張させる。その結果、定着金具5は止
め金具3の雄ねじ4を支点にして若干傾斜し、これによ
って係;1一部4;)8で端部が係 4Jl・されてい
る側の緊張材′lが累張さJすると共に、係上部材8で
端部が係止されていない側の緊張月7も兇張されること
となる。The tension levers 7, 7 are located in the 1st part of @11 which is not locked by the locking part 8 in the fixing metal fitting 5 which has a negative passage.
To make nervous month 7 nervous. As a result, the fixing fitting 5 is slightly inclined with the male thread 4 of the fastening fitting 3 as a fulcrum. At the same time, the tension member 7 on the side whose end is not locked by the locking member 8 is also tightened.
かくして本発明は以上の好γ成上り々シ、本発明によれ
ば、PC枕木等のプレストレフ、 ) r、+ンクツー
1’++<kAを!lII!造する際にプレストレフ
、ト;】ンクツー上部側内に設置される緊張拐を型枠の
所定位置に正確にかつ確実にしかもきわめて簡−中に設
置することができ、かつこれに使用する部品を節約する
ことができる。Thus, according to the present invention, the above-mentioned favorable γ growth is achieved. lII! It is possible to accurately and reliably and extremely easily install the pre-strength, which is installed inside the upper side of the formwork, in the predetermined position of the formwork, and the parts used therefor. You can save money.
また、係止部材8及び市め金具3は部組の製造後取外さ
れ、係止部拐等によってできだ凹部K)よモルタル等が
充填されるため、部品の節約化が図れると共に緊張材の
錆付きを防止することが出来る。In addition, the locking member 8 and the fitting 3 are removed after the assembly is manufactured, and the recess K) formed by removing the locking part is filled with mortar, etc., so parts can be saved and the tension material It is possible to prevent rust from forming.
さらに本発明によれば、定着金具とコンクリート表面ま
でのかぶりと、ダボ穴からコンクリート表面寸でのかぶ
りを所定の厚さにしうるL7)で亀裂の入るおそれが々
いとの利点をイjする。Further, according to the present invention, there is an advantage that there is a high risk of cracking in L7) where the cover from the fixing fitting to the concrete surface and the cover from the dowel hole to the concrete surface can be made to a predetermined thickness.
第1図は従来例を示す断面図、第2図は水元[]Jlに
よる実施例の断面図、第3図は係止部利と定着金具との
係止状態を示す概略図、第4図(−、V係n: 音IS
相の斜視図である。
2・・型枠、3・・止め金具、4・・維iつじ、5・・
定着金具、6・・貫通孔、7・・緊張月、8・・係止部
利、9・・凹溝、10・・基部、11・・定着金具、1
2・・受は金J13.13・・)4Fねじ、14・・固
定ナツト、15・・抜は止めヘッド。
第 1 図
2
第 314
特許庁長官 殿
1、事件の表示
昭和57年特 願第138905号2、発 明の名
称
3、補正をする者
事件との関係 特許出願人
住所
名称 日本鋼弦コンクリート株式会社5、補7[命令
の日刊 自発補正
昭和 年 月 [=1 (発送[−1)第
3図
第2図Fig. 1 is a cross-sectional view showing a conventional example, Fig. 2 is a cross-sectional view of an embodiment by Mizumoto Jl, Fig. 3 is a schematic view showing a state in which the locking part and the fixing metal fitting are locked, and Fig. 4 is a cross-sectional view showing a conventional example. Figure (-, V section n: Sound IS
FIG. 3 is a perspective view of the phases. 2. Formwork, 3. Fasteners, 4. Maintenance, 5.
Fixing metal fitting, 6...Through hole, 7...Tensioning part, 8...Latching part lever, 9...Concave groove, 10...Base, 11...Fixing metal fitting, 1
2. The receiver is gold J13.13...) 4F screw, 14. Fixing nut, 15. Removal stop head. 1 Figure 2 314 Commissioner of the Patent Office 1. Indication of the case: Patent Application No. 138905 of 1982 2. Title of the invention 3. Relationship with the case by the person making the amendment Patent applicant address name Japan Kogen Concrete Co., Ltd. 5, Supplement 7 [Daily instruction Voluntary correction Showa year month [=1 (Shipping [-1) Fig. 3 Fig. 2]
Claims (1)
るとともにその先端部に定着金具を固着し、かつ基端部
に抜は止めヘッドを有する複数本の緊張材を前記定着金
具にその裏側より貫通させると共にその先端部を型枠他
端部に固着し、かつ前記定着金具の一方側の端部を係止
する係止部材を型枠内に配設し、前記複数本の緊張材を
同時に緊張しうろことを特徴とするプレストレストコン
クリート部材における緊張材の設置方法。A +1 metal fitting is added to one end of the formwork by protruding inward from the formwork, and a fixing metal fitting is fixed to the tip thereof, and a plurality of tension members having a pull-out prevention head at the base end are attached to the fixing metal fitting. A locking member is disposed in the formwork, the locking member passing through the fixing member from the back side, fixing its tip to the other end of the formwork, and locking one end of the fixing metal fitting. A method for installing tendons in a prestressed concrete member, characterized in that the tendons are simultaneously tensioned and scaled.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP13890582A JPS5929110A (en) | 1982-08-10 | 1982-08-10 | Method of installing stretching material in prestressed concrete member |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP13890582A JPS5929110A (en) | 1982-08-10 | 1982-08-10 | Method of installing stretching material in prestressed concrete member |
Publications (1)
Publication Number | Publication Date |
---|---|
JPS5929110A true JPS5929110A (en) | 1984-02-16 |
Family
ID=15232869
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP13890582A Pending JPS5929110A (en) | 1982-08-10 | 1982-08-10 | Method of installing stretching material in prestressed concrete member |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS5929110A (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2017172213A (en) * | 2016-03-24 | 2017-09-28 | 公益財団法人鉄道総合技術研究所 | Chemical prestressed concrete track member and method of manufacturing the same |
Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5313370A (en) * | 1976-07-22 | 1978-02-06 | Sanyo Electric Co Ltd | Varactor diode |
JPS5740175U (en) * | 1980-08-18 | 1982-03-04 |
-
1982
- 1982-08-10 JP JP13890582A patent/JPS5929110A/en active Pending
Patent Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5313370A (en) * | 1976-07-22 | 1978-02-06 | Sanyo Electric Co Ltd | Varactor diode |
JPS5740175U (en) * | 1980-08-18 | 1982-03-04 |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2017172213A (en) * | 2016-03-24 | 2017-09-28 | 公益財団法人鉄道総合技術研究所 | Chemical prestressed concrete track member and method of manufacturing the same |
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