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JPS6230884B2 - - Google Patents
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JPS6230884B2 - - Google Patents

Info

Publication number
JPS6230884B2
JPS6230884B2 JP10164279A JP10164279A JPS6230884B2 JP S6230884 B2 JPS6230884 B2 JP S6230884B2 JP 10164279 A JP10164279 A JP 10164279A JP 10164279 A JP10164279 A JP 10164279A JP S6230884 B2 JPS6230884 B2 JP S6230884B2
Authority
JP
Japan
Prior art keywords
cylindrical body
steel material
metal tube
formwork
spacer
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
Application number
JP10164279A
Other languages
Japanese (ja)
Other versions
JPS5625407A (en
Inventor
Noryuki Tomioka
Takeshi Araki
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.)
Kobelco Wire Co Ltd
Original Assignee
Shinko Wire Co 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 Shinko Wire Co Ltd filed Critical Shinko Wire Co Ltd
Priority to JP10164279A priority Critical patent/JPS5625407A/en
Publication of JPS5625407A publication Critical patent/JPS5625407A/en
Publication of JPS6230884B2 publication Critical patent/JPS6230884B2/ja
Granted legal-status Critical Current

Links

Landscapes

  • Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)

Description

【発明の詳細な説明】 この発明は、PC鋼材の端末具をコンクリート
中に埋設させるための空間を形成させる方法およ
びその装置に関するものである。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a method and apparatus for forming a space for embedding a terminal fitting of prestressing steel material in concrete.

PC鋼材の端末具をコンコリート中に埋設させ
るための空間を形成させる方法として、従来は
PC鋼材の端末部に型枠で囲いをつくり、あるい
は特殊な装置を用いることが行なわれているが、
前者のばあいはその空間をある程度大きくしなけ
ればならないためにその空間にモルタルを充填す
る作業がコスト高になり、また後者のばあいは装
置が複雑で高価であるという欠点がある。
Conventionally, as a method of forming a space for burying a terminal fitting of PC steel material in concorite,
It is done to enclose the end of the prestressed steel material with a formwork or use special equipment.
In the former case, the space must be enlarged to a certain extent, making the work of filling the space with mortar expensive, and in the latter case, the equipment is complicated and expensive.

この発明はこのような従来の欠点の解決のため
になされたものであり、形成する空間は最小限に
設定することができ、かつ装置も簡単で作業の容
易な方法およびその装置を提供するものである。
The present invention has been made to solve these conventional drawbacks, and provides a method and device that can minimize the space to be formed and that also has a simple device and is easy to work with. It is.

以下、この発明を実施例の図面によつて説明す
る。第1図において、1は支圧板、3は金属管、
4は円筒体、6はスペーサであり、支圧板1の中
心部にはねじ穴11が形成され、金属管3の一方
の端部外周に形成されたねじ部31と螺合する。
金属管3の他端のねじ部32にはナツト5が螺着
される。またスペーサ6の中心穴60には金属管
3が挿通され、このスペーサ6に円筒体4が外嵌
されることによつて円筒体が金属管3と同心に配
置される。
The present invention will be explained below with reference to drawings of embodiments. In Fig. 1, 1 is a bearing plate, 3 is a metal pipe,
4 is a cylindrical body, and 6 is a spacer. A screw hole 11 is formed in the center of the bearing pressure plate 1, and the screw hole 11 is screwed into a threaded portion 31 formed on the outer periphery of one end of the metal tube 3.
A nut 5 is screwed onto the threaded portion 32 at the other end of the metal tube 3. Further, the metal tube 3 is inserted into the center hole 60 of the spacer 6, and the cylindrical body 4 is fitted onto the spacer 6 so that the cylindrical body is arranged concentrically with the metal tube 3.

この装置を用いてPC鋼材の端部に空間を形成
させる方法を説明する。第2図に示すように型枠
2の内側に円筒体4を介在させて支圧板1を配置
し、支圧板1のねじ穴11に金属管3の一端部を
螺着させて他端部を型枠2の穴20から外部に突
出させ、かつ金属管3にはスペーサ6を外嵌さ
せ、これによつて金属管3が円筒体4と同心に配
置されるようにしている。そして金属管3の突出
端にはナツト5を螺着させることによつて金属管
3を介して支圧板1を型枠2側へ引きつけて固定
させる。また支圧板1のねじ穴11には反対側か
ら金属管ケース7を挿入する。
A method for forming a space at the end of a PC steel material using this device will be explained. As shown in FIG. 2, a bearing plate 1 is arranged inside a formwork 2 with a cylindrical body 4 interposed therebetween, one end of the metal tube 3 is screwed into the screw hole 11 of the bearing plate 1, and the other end is screwed into the screw hole 11 of the bearing plate 1. The metal tube 3 is made to protrude from the hole 20 of the formwork 2 to the outside, and a spacer 6 is fitted onto the metal tube 3 so that the metal tube 3 is arranged concentrically with the cylindrical body 4. By screwing a nut 5 onto the protruding end of the metal tube 3, the bearing plate 1 is drawn and fixed to the formwork 2 through the metal tube 3. Further, the metal tube case 7 is inserted into the screw hole 11 of the bearing pressure plate 1 from the opposite side.

この状態でコンクリート15を打設し、コンク
リートの硬化後ナツト5、型枠2、スペーサ6、
金属管3および円筒体4を取外す。これによつて
第3図に示すように空間80が形成される。PC
鋼材9を挿入し、端末具8を所定位置に配置して
図示しないジヤツキによつてPC鋼材9に締張力
を加えた状態でくさび81を圧入させ、端末具8
をPC鋼材9に固着させる。ついでグラウト注入
管70からグラウトをシース内に注入し、また端
末具8より端末側のPC鋼材9を切断して空間8
0内にモルタルを充填する。なおPC鋼材はコン
クリート打設前にシース内に挿入させておいても
よい。
In this state, concrete 15 is poured, and after the concrete hardens, nuts 5, formwork 2, spacers 6,
Remove the metal tube 3 and cylindrical body 4. As a result, a space 80 is formed as shown in FIG. PC
Insert the steel material 9, place the terminal fitting 8 at a predetermined position, apply tightening tension to the PC steel material 9 using jacks (not shown), press-fit the wedge 81, and press the terminal fitting 8.
is fixed to the PC steel material 9. Next, grout is injected into the sheath from the grout injection pipe 70, and the PC steel material 9 on the terminal side from the terminal fitting 8 is cut to fill the space 8.
Fill the inside with mortar. Note that the prestressing steel material may be inserted into the sheath before concrete placement.

第4図はこの発明をアンボンド工法に適用した
例を示し、コンクリート打設前にシース付PC鋼
材11を支圧板1および金属管10に貫通させ
る。コンクリート硬化後、ナツト5等を取外し、
シース12を支圧板表面で切断する。そして図示
しない端末具を空間80内に取付け、図示しない
ジヤツキによつてPC鋼材10に緊張力を加え、
空間80内で端末具をPC鋼材10に固着させ
る。端末具としては、通常PC鋼より線のばあい
はグリツプ、PC鋼材のばあいはその表面にねじ
を形成してナツトを取付ける。
FIG. 4 shows an example in which the present invention is applied to the unbonded construction method, in which the sheathed PC steel material 11 is penetrated through the bearing plate 1 and the metal pipe 10 before concrete placement. After concrete hardens, remove nuts 5, etc.
The sheath 12 is cut at the surface of the bearing plate. Then, a terminal tool (not shown) is installed in the space 80, and tension is applied to the PC steel material 10 by a jack (not shown).
The terminal fitting is fixed to the PC steel material 10 within the space 80. The terminal tool is usually a grip in the case of PC steel stranded wire, or a nut by forming a thread on the surface of the PC steel material.

以上のように、この発明によるときは簡単な装
置を利用することによつて型枠には金属管貫通穴
を形成させるだけで所定の空間を形成させること
ができ、しかもこの空間は必要最小限に設定でき
るのでモルタルの充填作業も簡単である。またこ
の装置のうち、金属管、スペーサおよびナツトは
繰返し使用できるので装置の費用も非常に安価で
ある。
As described above, according to the present invention, by using a simple device, a predetermined space can be formed by simply forming a metal pipe through hole in the formwork, and this space can be kept to the minimum necessary. Since it can be set to 1, filling the mortar is easy. Furthermore, since the metal tube, spacer, and nut of this device can be used repeatedly, the cost of the device is very low.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図は本発明装置の分解斜視図、第2図はそ
の実施状態の断面図、第3図はプレストレス導入
後の状況を示す断面図、第4図は他の実施例を示
す断面図である。 1……支圧板、2……型枠、3……金属管、4
……円筒体、5……ナツト、6……スペーサ、
9,10……PC鋼材。
Fig. 1 is an exploded perspective view of the device of the present invention, Fig. 2 is a sectional view of its implementation state, Fig. 3 is a sectional view showing the situation after prestress is introduced, and Fig. 4 is a sectional view showing another embodiment. It is. 1... Bearing plate, 2... Formwork, 3... Metal tube, 4
... Cylindrical body, 5 ... Nut, 6 ... Spacer,
9,10...PC steel material.

Claims (1)

【特許請求の範囲】 1 コンクリート型枠内に中心部にねじ穴を有す
る支圧板を型枠との間に円筒体を介在させて配置
し、両端外周面にねじを有する金属管の一方の端
部を支圧板のねじ穴に螺着させると共に円筒体中
を通して他端は型枠の穴を貫通させて外部に突出
させ、金属管と円筒体との間には両者を同心に維
持するスペーサを介在させ、金属管の突出部にナ
ツトを取付けることによつて支圧板および円筒体
を型枠に固定させ、支圧板の中心穴にシースまた
はシース付PC鋼材を挿通させた後コンクリート
を打設し、コンクリートの硬化後型枠、金属管、
円筒体およびスペーサを取外し、PC鋼材に締張
力を加えてPC鋼材に端末具を取付けることを特
徴とするPC鋼材の緊張用空間形成方法。 2 両端外周面にねじ部を有しかつ内部にPC鋼
材が挿通される金属管と、このねじ部に螺合する
ねじ穴を中心部に貫通して形成した支圧板と、金
属管の外周に一定間隔を形成して金属管と同心に
配置される円筒体と、金属管と円筒体との間に介
在させて両者間に一定間隔を維持させるスペーサ
と、金属管の他端部に螺着されるナツトとを有す
ることを特徴とするPC鋼材の緊張用空間形成装
置。
[Scope of Claims] 1. A bearing plate having a threaded hole in the center is arranged in a concrete formwork with a cylindrical body interposed between it and the formwork, and one end of a metal pipe having threads on the outer peripheral surface of both ends. One end is screwed into the screw hole of the bearing pressure plate, and the other end is passed through the cylindrical body and protrudes outside through the hole in the formwork, and a spacer is provided between the metal tube and the cylindrical body to keep them concentric. The bearing plate and cylindrical body are fixed to the formwork by intervening and nuts attached to the protruding part of the metal pipe, and the sheath or sheathed PC steel material is inserted into the center hole of the bearing plate, and then concrete is poured. , concrete formwork after hardening, metal pipes,
A method for forming a tension space in a prestressed steel material, which includes removing a cylindrical body and a spacer, applying tightening tension to the prestressed steel material, and attaching a terminal tool to the prestressed steel material. 2. A metal tube that has threaded parts on the outer peripheral surface of both ends and into which the prestressing steel material is inserted, a bearing plate that has a threaded hole in the center that is screwed into this threaded part, and A cylindrical body arranged concentrically with the metal tube to form a constant interval, a spacer interposed between the metal tube and the cylindrical body to maintain a constant distance between them, and a spacer screwed onto the other end of the metal tube. A space forming device for tensioning a PC steel material, characterized in that it has a nut.
JP10164279A 1979-08-08 1979-08-08 Method and device for forming space for strain of pc steel material Granted JPS5625407A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP10164279A JPS5625407A (en) 1979-08-08 1979-08-08 Method and device for forming space for strain of pc steel material

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP10164279A JPS5625407A (en) 1979-08-08 1979-08-08 Method and device for forming space for strain of pc steel material

Publications (2)

Publication Number Publication Date
JPS5625407A JPS5625407A (en) 1981-03-11
JPS6230884B2 true JPS6230884B2 (en) 1987-07-06

Family

ID=14306021

Family Applications (1)

Application Number Title Priority Date Filing Date
JP10164279A Granted JPS5625407A (en) 1979-08-08 1979-08-08 Method and device for forming space for strain of pc steel material

Country Status (1)

Country Link
JP (1) JPS5625407A (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP5885554B2 (en) * 2012-03-26 2016-03-15 石川ピーシー工業株式会社 Joint sleeve positioning device

Also Published As

Publication number Publication date
JPS5625407A (en) 1981-03-11

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