JP3043946B2 - Prestressed concrete tendon bending tool - Google Patents

Prestressed concrete tendon bending tool

Info

Publication number
JP3043946B2
JP3043946B2 JP6097967A JP9796794A JP3043946B2 JP 3043946 B2 JP3043946 B2 JP 3043946B2 JP 6097967 A JP6097967 A JP 6097967A JP 9796794 A JP9796794 A JP 9796794A JP 3043946 B2 JP3043946 B2 JP 3043946B2
Authority
JP
Japan
Prior art keywords
tendon
shaft
bending
prestressed concrete
tension member
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
JP6097967A
Other languages
Japanese (ja)
Other versions
JPH07279429A (en
Inventor
勝彦 増田
泰志 野中
久信 徳田
Original Assignee
株式会社佐藤工業所
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 株式会社佐藤工業所 filed Critical 株式会社佐藤工業所
Priority to JP6097967A priority Critical patent/JP3043946B2/en
Publication of JPH07279429A publication Critical patent/JPH07279429A/en
Application granted granted Critical
Publication of JP3043946B2 publication Critical patent/JP3043946B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

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、プレストレスコンクリ
ートの緊張材曲げ上げ具。詳しくは緊張材をこれに追随
回転する軸の下周面に支持させた構成の曲げ上げ具に関
する。
The present invention relates to a device up bending the tension member of prestressed concrete. For more information about bending up device having the configuration is supported by the lower peripheral surface of the shaft which rotates following the tendons thereto.

【0002】[0002]

【従来の技術】従来、プレストレスコンクリートの緊張
材曲げ上げ具として、図11に示すように取付部15に
よりベース(図面省略)に支持させた板16に所定の間
隔で2列の孔17,17をあけ、これらの孔17に図1
3、図14に示すように緊張材18を通す構成のもの
と、図12に示すよう取付部15によりベース(図面省
略)に支持させた板16に所定の間隔で2列の切欠1
9,19を下向き傾斜で設け、これら切欠19に緊張材
18を掛けるものは、俗に羽子板と呼ばれて汎用されて
いる。
Conventionally, as a tension member bent up instrument prestressed concrete, two rows of holes 17 at predetermined intervals in a plate 16 which is supported on the base (drawing omitted) by the mounting portion 15 as shown in FIG. 11, 17 and these holes 17 are shown in FIG.
3, two notches 1 at predetermined intervals on a plate 16 supported on a base (not shown) by a mounting portion 15 as shown in FIG.
9 and 19 are provided with a downward inclination, and the notch 19 is hung with a tension member 18. This is commonly called a hagita board and is widely used.

【0003】前記した緊張材曲げ上げ具は、構造が簡単
であるため廉価に提供することができるが、真っ直ぐに
緊張した緊張材を図13に示すように曲げ上げるか、又
は、図14に示すように緊張材を斜めに引っ張って緊張
する際に、緊張材が孔又は切欠の壁と摩擦して大きな抵
抗を受けながら移動する。このため、緊張材が損傷した
、曲げ上げ具の板が曲げられたりする問題点がある。
The above-mentioned tendon bending tool can be provided at a low cost because of its simple structure. However, the tendon which has been straightened is bent up as shown in FIG. 13 or shown in FIG. When the tendon is obliquely pulled and tensioned as described above, the tendon moves while receiving great resistance due to friction with the hole or the wall of the notch. This caused the tendon to be damaged
Ri, there is a problem that the plate bending up device is or bent.

【0004】[0004]

【発明が解決しようとする課題】本発明は、前記した従
来の問題点を解決するためになされたもので、緊張材を
その移動に追随して回動し得る軸の下周面に受けさせ、
緊張材の曲げ上げの際に曲げ上げ具との摩擦を生じない
ようにして、摩擦に起因する緊張材の損傷や柱の曲がり
を起こさない安全な緊張材曲げ上げ具を市場性の高い価
格で提供する。
SUMMARY OF THE INVENTION The present invention has been made to solve the above-mentioned conventional problems, and has a tension member received on a lower peripheral surface of a shaft which can rotate following the movement thereof. ,
Of the tendon bending so as not to cause friction between the bending-up device at the time of the increase, a safe tendon bending-up device that does not cause the bending of the damage and pillars of the tendon due to friction in a highly marketable price provide.

【0005】[0005]

【課題を解決するための手段】本発明は、ベース上に柱
を樹立して、この柱に横孔を所定の間隔で必要数貫設
し、各横孔に柱の両側において下周面で緊張材を受けさ
せる軸を回動自在に嵌合し、該軸の両端には緊張材の外
側を離脱しないように支持するに充分な高さを有する離
脱防止部材を設けた構成により課題の解決を行うもので
ある。
SUMMARY OF THE INVENTION The present invention relates to a method for mounting a column on a base.
And establishing, the pillars lateral hole several consistent set necessary at predetermined intervals, an axis subjected to the tension member under the peripheral surface on both sides of the pillars on each lateral hole fitted rotatably, shaft Outside the tendon at both ends
Releases that are high enough to support the sides
The problem is solved by a configuration provided with a detachment prevention member .

【0006】[0006]

【作用】前述した構成のプレストレスコンクリートの緊
張材曲げ上げ具は、ベース上に樹立した柱の横穴に回動
可能に挿嵌した軸の下周面に仮引きした緊張材を図7に
示すように受けさせて置いて、図10の中央部において
鎖線で示すように直に緊張されている緊張材を実線のよ
うに引き上げる場合か、図10の左側において緊張材を
斜めに引き上げ緊張する場合等に、図7に矢印で示すよ
うに緊張材の移動が起こると、これを下周面で受ける軸
は緊張材に追随して図7に矢印で示すように回動する。
従って、軸と緊張材との間には摩擦が生じないから、緊
張材の損傷も柱の曲りも生ずることなく、緊張材は円滑
確実に緊張されるものであり、この際、軸の両端に設け
た離脱防止部材は、緊張材が外側へ離脱するのを防止す
るに充分な高さを有して緊張材を確実に支持するので、
緊張材は軸からの離脱を防止 されて緊張作業を安全確実
行わせるものである。
FIG. 7 shows a prestressed concrete tendon bending- up tool having the above-described structure, which is temporarily pulled on the lower peripheral surface of a shaft rotatably inserted into a lateral hole of a pillar established on a base. place and subjected to pulling tension the tendons which are directly strained as indicated by a chain line in the middle portion of FIG. 10 or when pulling as shown by the solid line, the Oite tendon obliquely on the left side of FIG. 10 When the tendon moves as shown by the arrow in FIG. 7, for example, the shaft receiving the tension on the lower peripheral surface follows the tendon and rotates as shown by the arrow in FIG.
Therefore, there is no friction between the shaft and the tendon, so that the tendon is smoothly and securely tensioned without damaging the tendon or bending the column. The detachment prevention member provided prevents the tendon from coming off to the outside.
It is high enough to support the tendon,
The tendon material is prevented from coming off the shaft, making tension work safe and secure
It is what is done.

【0007】[0007]

【実施例】以下に本発明に係るプレストレスコンクリー
トの緊張材曲げ上げ具の実施例を図面に基づいて説明す
る。
EXAMPLES be described with reference to the embodiment of the tendon bending up tool Prestressed Concrete according to the present invention accompanying drawings.

【0008】図1はこのプレストレスコンクリートの緊
張材曲げ上げ具の第1実施例を示す正面図。図2は同上
の第2実施例を示す正面図。図3は同上の第3実施例を
示す正面図。図4は図1に示す第1実施例の平面図。図
5は図2に示す第2実施例の平面図。図6は図3に示す
第3実施例の平面図。図7は各実施例における軸の作用
を緊張材の離脱防止部材を除いて示す一部分の側面図。
図8は第1実施例及び第2実施例において柱へ軸を取り
付ける状態を示す一部分の縦断正面図。図9は第3実施
例において軸へ緊張材の離脱防止具を取り付ける状態を
示す側面図。図10は本発明のプレストレスコンクリー
トの緊張材曲げ上げ具の使用状態を示す説明図である。
[0008] Figure 1 is a front view showing a first embodiment of a tendon bending up device of this prestressing concrete. FIG. 2 is a front view showing a second embodiment of the same. FIG. 3 is a front view showing a third embodiment of the present invention. FIG. 4 is a plan view of the first embodiment shown in FIG. FIG. 5 is a plan view of the second embodiment shown in FIG. FIG. 6 is a plan view of the third embodiment shown in FIG. FIG. 7 is a partial side view showing the function of the shaft in each embodiment, except for a member for preventing a tension member from being released.
FIG. 8 is a partial longitudinal front view showing a state where a shaft is attached to a pillar in the first embodiment and the second embodiment. FIG. 9 is a side view showing a state in which a device for preventing a tendon from coming off is attached to a shaft in the third embodiment. FIG. 10 is an explanatory diagram showing a use state of the tendon bending- up tool for prestressed concrete of the present invention.

【0009】図1、図4に示す第1実施例において1は
曲げ上げ具の柱で、図4に示すように断面円形のものを
用い、その下端におねじ2を設けて、これを台座3のめ
ねじ4に螺合させて台座3へ取り付け、この台座3の前
記めねじ4にベース5を貫通させたボルト6を螺合させ
て柱1をベース5上に樹立してあり、この柱1には所要
数の横孔7が所定の間隔で貫設されている。
[0009] Figure 1, in column 1 are bent up tool in the first embodiment shown in FIG. 4, used as a circular cross section as shown in FIG. 4, the male screw 2 is provided at its lower end, the base of this The female thread 4 of the base 3 is attached to the pedestal 3 and the female thread 4 of the pedestal 3 is screwed with a bolt 6 having a base 5 penetrated therethrough to establish the column 1 on the base 5. The pillar 1 has a required number of lateral holes 7 penetrating therethrough at predetermined intervals.

【0010】8は前記した所要数の横孔7にそれぞれ回
動可能に挿嵌して、柱1の両側に出る部分で後記する緊
張材を受けさせる軸で、この軸8は、図8に示すように
一端に緊張材9(PC鋼線、PC鋼線を複数本より合わ
せたもの、PC鋼棒)の外側を離脱しないように支持す
に充分な高さを有する離脱防止部材としての鍔10を
点溶接により取り付けて置き、軸8を柱1の横孔7へ通
してから他端に鍔10を点溶接により取り付けるように
したもので、この軸8の下周面に緊張材9を受けさせ、
緊張材9の曲げ上げを行う際に図7に矢印で示すように
緊張材9の移動が起こると、これに追随して軸8が同図
に矢印で示すように回動し、軸8と緊張材9との間に摩
擦が生じないようする。
Reference numeral 8 denotes a shaft which is rotatably inserted into the required number of lateral holes 7 and receives a tension member to be described later at portions protruding from both sides of the column 1. The shaft 8 is shown in FIG. As shown, a flange as a detachment preventing member having a height sufficient to support the outside of the tension member 9 (PC steel wire, a combination of a plurality of PC steel wires, PC steel rod) at one end so as not to be detached. 10 is placed is attached by spot welding, in which the other end of through the shaft 8 in the transverse hole 7 of the column 1 to attach the collar 10 by spot welding, the tension member 9 under the peripheral surface of the shaft 8 Let me
When the tendon 9 is moved up as shown by the arrow in FIG. 7 when the tendon 9 is bent up , the shaft 8 rotates following the movement of the tendon 9 as shown by the arrow in FIG. The friction between the tendon 9 and the tension member 9 is prevented.

【0011】図2、図5に示す第2の実施例における柱
1は、図5に示すように断面長方形のものを用いて、そ
の下端にめねじ11を設け、このめねじ11にベース5
と台座3とを貫通させたボルト6を螺合させ、柱1を
ース5上に樹立して、この柱1には所要数の横孔7を所
定の間隔で貫設し、各横孔7に実施例1と同様に一端へ
点溶接により緊張材9の離脱防止部材としての鍔10を
点溶接した軸8を挿嵌し、その他端に鍔10を点溶接し
たもので、この軸8も実施例1と同様に緊張材9を下周
面に受けてその移動が起こると、これに追随して回動し
緊張材9との間に摩擦を生じないようにする。
The column 1 in the second embodiment shown in FIGS. 2 and 5 has a rectangular cross section as shown in FIG. 5, and has a female screw 11 at its lower end.
The pedestal 3 and threadedly engaged with the bolt 6 which is through a base pillar 1
A required number of lateral holes 7 are provided at predetermined intervals in this pillar 1 at a predetermined interval, and the tension members 9 are detached from each lateral hole 7 by spot welding to one end similarly to the first embodiment. A shaft 8 to which a flange 10 as a prevention member is spot-welded is inserted, and the flange 10 is spot-welded to the other end. This shaft 8 also receives a tendon 9 on its lower peripheral surface in the same manner as in the first embodiment. When the movement occurs, the rotation is made to follow the movement, and the friction with the tendon 9 is prevented.

【0012】図3、図6に示す第3の実施例における柱
1は、図6に示すように断面円形のものを実施例1と同
様の構造によりベース5上に樹立してある。しかし、柱
1に貫設した横孔7へ回動可能に挿嵌した軸8の両端に
設ける緊張材9の離脱防止部材の構造は相違する。即
ち、この離脱防止部材は、全部の軸8の外側を遮蔽する
に必要な巾と長さを有する板10を用い、この板10
上下の端に図9のaとbに示すように軸8よりも大きい
部分イと、これより小さい部分ロとが存在する鍵形孔1
2をあけ、これらの孔12の大きい部分イを図3に示す
ように他の軸8よりも長く形成してある上端及び下端の
軸8に図9aのように嵌め付けてから、板10を引き下
げて孔12の小さい部分を上、下端の軸8に周設され
る溝14に図9bのよう係合させると、板10は上下端
の軸8に支持されて全部の軸の外側を遮蔽して緊張材9
の離脱防止部材を構成するもので、この実施例も図1に
示す実施例と同様、軸8が緊張材9を下周面に受けてそ
の移動が起こると、これに追随して回動し緊張材9との
間に摩擦が生じないようにする。
[0012] Figure 3, column 1 of the third embodiment shown in FIG. 6, are established on the base 5 by the same structure as in Example 1 to those of the circular cross section as shown in FIG. However, the structure of the detachment preventing member of the tension member 9 provided at both ends of the shaft 8 rotatably inserted into the lateral hole 7 penetrating through the column 1 is different. That is, the detachment prevention member shields the outside of all the shafts 8.
A plate 10 having a width and a length necessary for the above is used . At the upper and lower ends of the plate 10 , there are a portion A larger than the shaft 8 as shown in FIGS. Keyhole 1
Spaced 2 from wearing fitted as shown in Figure 9a a large portion b of the holes 12 to the shaft 8 of the upper and lower ends is formed longer than the other axis 8 as shown in FIG. 3, the plate 10 When the small part B of the hole 12 is pulled down and engaged with the groove 14 provided on the upper and lower shafts 8 as shown in FIG. 9B, the plate 10 is supported by the upper and lower shafts 8 so that Shield and tension material 9
In this embodiment, similarly to the embodiment shown in FIG. 1, when the shaft 8 receives the tension member 9 on the lower peripheral surface and the movement thereof occurs, the shaft 8 follows and rotates. No friction occurs between the tendon 9 and the tendon 9.

【0013】図10は本発明に係る緊張材曲げ上げ具の
使用状態を示す説明図で、ベース5上に所定の間隔で柱
1を樹立し、これら柱1に回動可能に嵌合した軸8の
周面に緊張材9を受けさせて、該緊張材9の左端に矢印
で示すように緊張装置(図面省略)により緊張力を加え
てこれの曲げ上げを行い、更に緊張材9が直に緊張され
る中間部を引き上げ手段14によって引上げ、この部分
でも緊張材9の曲げ上げを行いプレストレスコンクリー
ト製品の成形を行うものである。
FIG. 10 is an explanatory view showing a use state of the tendon bending- up device according to the present invention, wherein columns 1 are established at predetermined intervals on a base 5 and shafts rotatably fitted to these columns 1. Below 8
After the tension member 9 is received on the peripheral surface , a tension is applied to the left end of the tension member 9 by a tension device (not shown) as shown by an arrow, and the tension member 9 is bent up. The intermediate portion is pulled up by the pulling means 14, and the tension member 9 is also bent up at this portion to form a prestressed concrete product.

【0014】[0014]

【発明の効果】前述した通り本発明に係るプレストレス
コンクリートの緊張材曲げ上げ具は、緊張材を柱へ回動
可能に嵌合した軸の下周面に受けさせるから、緊張材の
曲げ上げに伴い緊張材が移動すると、軸がこれに追随回
動して緊張材との摩擦を生じないため、緊張材の緊張は
これの損傷や柱の曲りを生じさせることなく円滑確実に
行われるもので、しかもこの曲げ上げ具は、軸端に緊張
材の外側を離脱しないように支持するに充分な高さを有
する離脱防止部材を設けてあるから、緊張材を軸へ掛け
るセット操作が容易に行われて、緊張中に緊張材が軸か
ら離脱することもない安全性を有して、しかも、緊張材
の離脱防止部材は、各軸の両端に個別に鍔を取付ける
か、全部の軸に跨って着脱式の板を取り付けたものであ
り、構造が至って簡単で製作し易いため、羽子板と呼ば
れる曲げ上げ具に近い値段でこれを市場提供することが
できるという大きな効果を有するものである。
[Effect of the Invention] tendon bending up tool Prestressed Concrete according to the present invention as described above, the tension member from subjected under peripheral surface of the shaft fitted rotatably to the pillar, up bending of the tension member When the tendon moves, the shaft rotates following it and does not cause friction with the tendon, so that the tendon is smoothly and securely carried out without damaging it or bending the column. In addition, since the bending- up device is provided with a release prevention member having a height sufficient to support the outside of the tendon at the shaft end so as not to come off, the setting operation of hanging the tendon on the shaft is easy. It is performed so that the tendon does not come off the shaft during tensioning,
Separation prevention members have flanges individually at both ends of each shaft
Or a detachable plate attached across all axes.
Ri, liable to simple fabrication reached structure, and has a great effect that this can <br/> be provided market price again and again close up bending called battledore.

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

【図1】本発明に係るプレストレスコンクリートの緊張
材曲げ上げ具の第1実施例を示す正面図である。
FIG. 1 is a front view showing a first embodiment of a tendon bending tool for prestressed concrete according to the present invention.

【図2】同上の第2実施例を示す正面図である。FIG. 2 is a front view showing a second embodiment of the same.

【図3】同上の第3実施例を示す正面図である。FIG. 3 is a front view showing a third embodiment of the above.

【図4】図1に示す第1実施例の平面図である。FIG. 4 is a plan view of the first embodiment shown in FIG.

【図5】図2に示す第2実施例の平面図である。FIG. 5 is a plan view of the second embodiment shown in FIG.

【図6】図3に示す第3実施例の平面図である。FIG. 6 is a plan view of the third embodiment shown in FIG.

【図7】各実施例における軸の作用を緊張材の離脱防止
部材を除いて示す一部分の側面図である。
FIG. 7 is a partial side view showing the operation of the shaft in each embodiment except for a member for preventing a tension member from coming off.

【図8】第1実施例及び第2実施例において軸を柱へ取
り付ける状態を示す一部分の縦断正面図である。
FIG. 8 is a partial vertical front view showing a state where a shaft is attached to a column in the first embodiment and the second embodiment.

【図9】第3実施例において軸への緊張材の離脱防止具
を取り付ける前aと、取り付けた後bの状態を示す側面
図である。
FIG. 9 is a side view showing a state before attaching a tool for preventing a tension member from being detached from a shaft in a third embodiment, and a state b after attaching.

【図10】本発明に係るプレストレスコンクリートの緊
張材曲げ上げ具の使用状態を示す説明図である。
FIG. 10 is an explanatory view showing a use state of a tendon bending- up tool for prestressed concrete according to the present invention.

【図11】従来の緊張材曲げ上げ具の第1実施例を示す
正面図である。
FIG. 11 is a front view showing a first embodiment of a conventional tendon bending machine .

【図12】従来の緊張材曲げ上げ具の第3実施例を示す
正面図である。
FIG. 12 is a front view showing a third embodiment of the conventional tendon bending machine .

【図13】従来の緊張材曲げ上げ具により緊張材の曲げ
上げを行った状態を示す説明図である。
13 is an explanatory view showing a state of performing a bending up of the tension material by conventional tendon bending up tool.

【図14】従来の緊張材曲げ上げ具により緊張材の曲げ
上げを行った他の状態を示す説明図である。
14 is an explanatory view showing another state of performing a bending up of the tension material by conventional tendon bending up tool.

【符号の説明】[Explanation of symbols]

1 柱 5 ベース 7 横孔 8 軸 9 緊張材 10 離脱防止部材 DESCRIPTION OF SYMBOLS 1 pillar 5 base 7 side hole 8 axis 9 tension member 10 detachment prevention member

───────────────────────────────────────────────────── フロントページの続き (58)調査した分野(Int.Cl.7,DB名) E04G 21/12 104 B21F 9/00 B28B 23/02 ──────────────────────────────────────────────────続 き Continued on the front page (58) Fields surveyed (Int. Cl. 7 , DB name) E04G 21/12 104 B21F 9/00 B28B 23/02

Claims (3)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 ベース上に柱を樹立して、この柱に横孔
を所定間隔で必要数貫設し、各横孔に柱の両側において
下周面で緊張材を受ける軸を回動自在に嵌合し、該軸の
両端には緊張材の外側を離脱しないように支持するに充
分な高さを有する離脱防止部材を設けたことを特徴とす
るプレストレスコンクリートの緊張材曲げ上げ具。
1. A pillar is established on a base, and a required number of lateral holes are provided in the pillar at predetermined intervals.
It fitted a shaft for receiving the tension member under the peripheral surface rotatably, shaft of
Both ends are used to support the outside of the tendon so that it will not come off.
A tendon bending- up tool for prestressed concrete, comprising a detachment preventing member having a sufficient height .
【請求項2】 緊張材の離脱防止部材が各軸の両端にそ
れぞれ固定されている鍔であることを特徴とする請求項
1記載のプレストレスコンクリートの緊張材曲げ上げ
具。
(2)Attachment members for preventing the strainer from coming off
Claims characterized by being fixed flanges respectively.
1Tendon bending of prestressed concreteRaising
Utensils.
【請求項3】 緊張材の離脱防止部材が全部の軸に跨っ
て取付けられる着脱式の板であることを特徴とする請求
項1記載のプレストレスコンクリートの緊張材曲げ上げ
具。
3. The tension member disengagement prevention member straddles all axes.
Claims: It is a detachable plate that can be attached by mounting
Item 2. A tendon bending- up tool for prestressed concrete according to Item 1 .
JP6097967A 1994-04-11 1994-04-11 Prestressed concrete tendon bending tool Expired - Fee Related JP3043946B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP6097967A JP3043946B2 (en) 1994-04-11 1994-04-11 Prestressed concrete tendon bending tool

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP6097967A JP3043946B2 (en) 1994-04-11 1994-04-11 Prestressed concrete tendon bending tool

Publications (2)

Publication Number Publication Date
JPH07279429A JPH07279429A (en) 1995-10-27
JP3043946B2 true JP3043946B2 (en) 2000-05-22

Family

ID=14206444

Family Applications (1)

Application Number Title Priority Date Filing Date
JP6097967A Expired - Fee Related JP3043946B2 (en) 1994-04-11 1994-04-11 Prestressed concrete tendon bending tool

Country Status (1)

Country Link
JP (1) JP3043946B2 (en)

Families Citing this family (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20080107082A (en) * 2007-06-05 2008-12-10 삼성물산 주식회사 Pre-stressing system for width direction and length direction
KR100947592B1 (en) * 2009-09-21 2010-03-15 동방엔지니어링 주식회사 Holding down device
KR101646865B1 (en) * 2015-01-23 2016-08-09 서울시립대학교 산학협력단 Tendon fixing system of long span fire resistance deck strained at beam and construction method of the same
KR101646866B1 (en) * 2015-01-23 2016-08-09 서울시립대학교 산학협력단 Tendon fixing system of long span fire resistance deck strained at deck end and construction method of the same
CN107718268B (en) * 2017-09-15 2023-04-18 柳州欧维姆机械股份有限公司 Roller bending device for pre-tensioning broken line reinforcement and roller bending device with quick unhooking device
KR102303263B1 (en) * 2020-09-29 2021-09-17 주식회사 장헌산업 Slim Prestressed Concrete Girder using Unbonded Tendon, and Spacer Apparatus for Discrete Installation of Unbonded Tendon in Web

Also Published As

Publication number Publication date
JPH07279429A (en) 1995-10-27

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