JPH06108656A - Precast member - Google Patents

Precast member

Info

Publication number
JPH06108656A
JPH06108656A JP28062692A JP28062692A JPH06108656A JP H06108656 A JPH06108656 A JP H06108656A JP 28062692 A JP28062692 A JP 28062692A JP 28062692 A JP28062692 A JP 28062692A JP H06108656 A JPH06108656 A JP H06108656A
Authority
JP
Japan
Prior art keywords
alloy material
memory alloy
shape memory
shape
sheath
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
Application number
JP28062692A
Other languages
Japanese (ja)
Inventor
Takashi Nishizaki
隆氏 西崎
Takashi Iwashimizu
隆 岩清水
Nobunao Murakami
信直 村上
Sadatoshi Ono
定俊 大野
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.)
Takenaka Komuten Co Ltd
Original Assignee
Takenaka Komuten 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 Takenaka Komuten Co Ltd filed Critical Takenaka Komuten Co Ltd
Priority to JP28062692A priority Critical patent/JPH06108656A/en
Publication of JPH06108656A publication Critical patent/JPH06108656A/en
Pending legal-status Critical Current

Links

Landscapes

  • Panels For Use In Building Construction (AREA)
  • Rod-Shaped Construction Members (AREA)
  • Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)

Abstract

PURPOSE:To make it possible to obtain a specified amount of drawing with ease and a large prestress force to a satisfactory extent and reduce time and cost required for heating as well. CONSTITUTION:A sheath 3 is buried in a mortar or concrete molded body 1, whose required strength is produced, over pressure resistant plates 2 and then a coil-shaped shape memory alloy material 4 is inserted into the sheath 3 where the alloy material is preheated up to at least 50 deg.C and more extended by a specified value than the memory shape. Both the ends of the shape memory alloy material 4 are fixed with the pressure resistant plates respectively. Prestress is introduced by the shape memory alloy material 4 which is designed to return to the memory shape by a subsequent cooling operation.

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、梁やスラブなどとして
用いるために、形状記憶合金を利用してポストテンショ
ン方式でプレストレスを導入したプレキャスト部材に関
する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a precast member in which a prestress is introduced by a post tension method using a shape memory alloy for use as a beam or a slab.

【0002】[0002]

【従来の技術】上述のようなプレキャスト部材として
は、従来、特開昭60−47166号公報に開示されて
いるものがあった。この公知例によれば、As点が 100
℃以上を有する形状記憶合金の棒を室温で3〜6%延伸
させた後配筋してコンクリートを打設し、ついで上記棒
に通電して棒をその合金のAs点以上に加熱することに
より形状記憶現象を生じさせ、この時の収縮歪をコンク
リートのボンド力によって拘束し、コンクリートにプレ
ストレスを導入するように構成していた。
2. Description of the Related Art As a precast member as described above, there has been one disclosed in JP-A-60-47166. According to this known example, the As point is 100.
By stretching a rod of a shape memory alloy having a temperature of ℃ or more at room temperature by 3 to 6% and then arranging concrete and placing concrete, and then heating the rod to a temperature above the As point of the alloy by energizing the rod. A shape memory phenomenon was generated, and the shrinkage strain at this time was constrained by the bond force of the concrete to introduce prestress into the concrete.

【0003】[0003]

【発明が解決しようとする課題】しかしながら、上述従
来例の場合、プレストレスを導入するのに、形状記憶合
金の棒による延伸そのものを利用しているため、十分な
延伸量を得にくく、導入するプレストレス力を十分に大
きくできない欠点があった。
However, in the case of the above-mentioned conventional example, since the stretching itself by the rod of the shape memory alloy is used to introduce the prestress, it is difficult to obtain a sufficient stretching amount, and the introduction is performed. There was a drawback that the prestressing power could not be increased sufficiently.

【0004】また、 100℃以上に加熱することで形状記
憶現象を生じさせるようにしており、プレストレスの導
入効果が現れるまでの間、通電加熱状態に維持しなけれ
ばならず、作業性が低下するとともにランニングコスト
面で不経済になる欠点があった。
Further, a shape memory phenomenon is caused by heating to 100 ° C. or higher, and the current must be kept in an energized heating state until the effect of introducing prestress appears, which lowers workability. In addition, there is a drawback that it becomes uneconomical in terms of running cost.

【0005】本発明は、上述のような事情に鑑みてなさ
れたものであって、所定の延伸量を容易に得て大きなプ
レストレス力を良好に得られるようにするとともに、加
熱のための手間および経費を低減できるようにすること
を目的とする。
The present invention has been made in view of the above-mentioned circumstances, and makes it possible to easily obtain a predetermined amount of stretching to favorably obtain a large prestressing force, and at the same time, the labor for heating. And to enable cost savings.

【0006】[0006]

【課題を解決するための手段】本発明のプレキャスト部
材は、上述のような目的を達成するために、必要強度が
発現したモルタルまたはコンクリートの成型体中に耐圧
板にわたって埋設されたシース内に、50℃以上に加熱し
て変形可能な状態で挿入した後の冷却により記憶された
形状に短縮復帰するコイル形状の形状記憶合金材を挿入
するとともに、その形状記憶合金材の両端それぞれを耐
圧板に定着し、短縮復帰しようとする形状記憶合金材に
よってプレストレスを導入するように構成する。
The precast member of the present invention is, in order to achieve the above-mentioned objects, a mortar or concrete molded body in which the required strength is developed, in a sheath embedded over a pressure plate, A shape memory alloy material with a coil shape that shortens and returns to a memorized shape after being heated to 50 ° C or higher and inserted in a deformable state is inserted, and both ends of the shape memory alloy material are used as pressure plates. The prestress is introduced by the shape memory alloy material that is fixed and is going to be shortened and restored.

【0007】[0007]

【作用】本発明のプレキャスト部材の構成によれば、シ
ースへの挿入前にコイル形状の形状記憶合金材を50℃以
上に加熱して延ばしておき、シースに挿入した後の自然
冷却により形状記憶合金材を短縮させて記憶形状に復帰
させ、その短縮復帰しようとする引張力によってプレス
トレスを導入することができる。
According to the structure of the precast member of the present invention, the coil-shaped shape memory alloy material is heated to 50 ° C. or more to be stretched before being inserted into the sheath, and is naturally cooled after being inserted into the sheath. The alloy material can be shortened to return to the memory shape, and the prestress can be introduced by the pulling force to restore the shortened shape.

【0008】[0008]

【実施例】次に、本発明の実施例を図面に基づいて詳細
に説明する。
Embodiments of the present invention will now be described in detail with reference to the drawings.

【0009】図1は、本発明のプレキャスト部材の一部
を透視した全体概略斜視図、図2は概略縦断面図であ
り、コンクリートの成型体1の長手方向両端それぞれに
耐圧板2,2が設けられるとともに、その両耐圧板2,
2にわたって、ビニール製やゴム製などのチューブによ
るシース3…が設けられ、シース3…それぞれ内に、コ
イル形状の形状記憶合金材4が挿入されるとともに、形
状記憶合金材4…それぞれの両端が耐圧板2にクサビ5
によって定着され、ポストテンション方式でプレストレ
スを導入したプレキャスト部材6が構成されている。
FIG. 1 is an overall schematic perspective view showing a part of the precast member of the present invention as seen through, and FIG. 2 is a schematic vertical sectional view in which pressure plates 2 and 2 are provided at both longitudinal ends of a concrete molded body 1. Both pressure plates 2, which are provided
2, a sheath 3 made of a tube made of vinyl, rubber or the like is provided, and a coil-shaped shape memory alloy material 4 is inserted into each of the sheaths 3 ... Wedge 5 on pressure plate 2
The precast member 6 is formed by pre-stressing by the post tension method.

【0010】前記形状記憶合金材4は、Ti−Ni合金
製で、50℃以上の温度では自由に変形し、常温に冷却す
るに伴って、予め記憶させた所定のコイル形状に復帰す
るように設定されていて、50℃以上の温度に加熱して所
定量延伸させた状態でシース3内に挿入して耐圧板2に
定着することにより、冷却に伴って所定のコイル形状へ
短縮復帰しようとする引張力によってコンクリートの成
型体1にプレストレスを導入できるように構成されてい
る。
The shape memory alloy material 4 is made of a Ti-Ni alloy, is freely deformed at a temperature of 50 ° C. or higher, and returns to a predetermined coil shape stored in advance as it is cooled to room temperature. It is set and heated to a temperature of 50 ° C. or more and stretched by a predetermined amount, inserted into the sheath 3 and fixed to the pressure plate 2, so as to shorten and return to a predetermined coil shape with cooling. Prestress can be introduced into the concrete molded body 1 by the tensile force.

【0011】次に、上記プレキャスト部材6の製造工程
について説明する。
Next, the manufacturing process of the precast member 6 will be described.

【0012】先ず、図3の(a)および(b)の概略断
面図に示すように、型枠7内に鉄筋8…を配筋するとと
もに、厚み方向のほぼ中央箇所にシース3を設置し、次
いで、図3の(c)の概略断面図に示すように、その型
枠7内にコンクリート(またはモルタル)9を打設す
る。
First, as shown in the schematic cross-sectional views of FIGS. 3 (a) and 3 (b), the reinforcing bars 8 are arranged in the form 7, and the sheath 3 is installed at a substantially central portion in the thickness direction. Then, as shown in the schematic sectional view of FIG. 3C, concrete (or mortar) 9 is placed in the mold 7.

【0013】その後、図3の(d)の概略断面図に示す
ように、必要強度が発現した後に型枠7を外し、そうし
て得られたコンクリートの成型体1の長手方向両端それ
ぞれに耐圧板2を設け、熱湯をかけるとかバーナーで加
熱するなどにより50℃以上に加熱して自由に変形する状
態にするとともに、予め記憶した形状のときよりも所定
量延伸させたコイル形状の形状記憶合金材4をシース3
内に挿入する。
After that, as shown in the schematic sectional view of FIG. 3 (d), the mold 7 is removed after the required strength is developed, and pressure is applied to both ends in the longitudinal direction of the concrete molded body 1 thus obtained. A coil-shaped shape memory alloy that is provided with the plate 2 and is heated to 50 ° C or more by heating with hot water or a burner so that it can be freely deformed and is stretched by a predetermined amount compared to the shape stored in advance. Material 4 sheath 3
Insert inside.

【0014】しかる後、図2の縦断面図に示すように、
クサビ5により、形状記憶合金材4の両端それぞれを耐
圧板2,2に定着し、自然冷却により、形状記憶合金材
4に予め記憶した形状に短縮復帰しようとする引張力を
発生させ、それに伴ってプレストレスを導入するように
なっている。
Thereafter, as shown in the vertical sectional view of FIG.
By the wedge 5, both ends of the shape memory alloy material 4 are fixed to the pressure plates 2 and 2, and by natural cooling, a tensile force is generated to try to shorten and restore the shape memory alloy material 4 to the shape stored in advance. To introduce prestress.

【0015】前記形状記憶合金材4としては、上述のよ
うな、Ti−Ni合金に限らず、Cu−Zn、Ni−A
l、Fe−Mn系、その他の三元系など各種の合金材料
が適用できる。
The shape memory alloy material 4 is not limited to the Ti-Ni alloy as described above, but may be Cu-Zn or Ni-A.
1, various alloy materials such as Fe, Mn-based, and other ternary alloys can be applied.

【0016】[0016]

【発明の効果】以上説明したように、本発明のプレキャ
スト部材によれば、従来のような形状記憶合金材自体の
伸びそのものを利用せずに、形状変化による延伸効果を
利用し、シースへの挿入前にコイル形状の形状記憶合金
材を50℃以上に加熱して所定長さに延ばしておき、その
加熱状態でシースに挿入して両端それぞれを耐圧板に定
着するだけで、その後の自然冷却により形状記憶合金材
が短縮復帰しようとする引張力によってプレストレスを
導入することができるから、所定の延伸量を容易に得て
大きなプレストレス力を良好に得ることができるように
なった。
As described above, according to the precast member of the present invention, the elongation effect of the shape change is utilized instead of the conventional elongation itself of the shape memory alloy material itself, and the precast member is applied to the sheath. Before insertion, coil shape memory alloy material is heated to 50 ° C or more and stretched to a specified length, inserted into the sheath in that heated state and both ends are fixed to the pressure plate, then natural cooling is performed. As a result, the pre-stress can be introduced by the tensile force of the shape memory alloy material which tends to shorten and return, so that a predetermined amount of stretching can be easily obtained and a large pre-stress force can be satisfactorily obtained.

【0017】しかも、シースへの挿入前に50℃以上に加
熱するだけで、シースへの挿入後まで高温加熱状態に維
持せずに済み、加熱のための手間および経費を低減でき
るようになった。
Moreover, by only heating to 50 ° C. or higher before insertion into the sheath, it is not necessary to maintain a high temperature heating state until after insertion into the sheath, and the labor and cost for heating can be reduced. .

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

【図1】本発明のプレキャスト部材の一部を透視した全
体概略斜視図である。
FIG. 1 is an overall schematic perspective view of a part of a precast member of the present invention seen through.

【図2】概略縦断面図である。FIG. 2 is a schematic vertical sectional view.

【図3】プレキャスト部材の製造工程を説明する概略断
面図である。
FIG. 3 is a schematic cross-sectional view illustrating a manufacturing process of a precast member.

【符号の説明】[Explanation of symbols]

1…コンクリート成型体 2…耐圧板 3…シース 4…形状記憶合金部材 6…プレキャスト部材 DESCRIPTION OF SYMBOLS 1 ... Concrete molded body 2 ... Pressure plate 3 ... Sheath 4 ... Shape memory alloy member 6 ... Precast member

───────────────────────────────────────────────────── フロントページの続き (72)発明者 村上 信直 大阪府南河内郡美原町木材通3丁目1番8 号 株式会社竹中工務店技術研究所大阪支 所内 (72)発明者 大野 定俊 大阪府南河内郡美原町木材通3丁目1番8 号 株式会社竹中工務店技術研究所大阪支 所内 ─────────────────────────────────────────────────── ─── Continuation of the front page (72) Nobunao Murakami Innovator, Nobunao Murakami 3-18 No.8, Mokudori, Mihara-cho, Minamikawachi-gun, Osaka Office of Technical Research Institute, Takenaka Corporation (72) Sadatoshi Ono Minamikawachi, Osaka Mihara-cho, Gunma 3-chome No. 3-8 Takenaka Corporation Technical Research Institute Osaka Branch

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 必要強度が発現したモルタルまたはコン
クリートの成型体中に耐圧板にわたって埋設されたシー
ス内に、50℃以上に加熱して変形可能な状態で挿入した
後の冷却により記憶された形状に短縮復帰するコイル形
状の形状記憶合金材を挿入するとともに、その形状記憶
合金材の両端それぞれを前記耐圧板に定着し、短縮復帰
しようとする前記形状記憶合金材によってプレストレス
を導入してあることを特徴とするプレキャスト部材。
1. A shape memorized by cooling after being heated to 50 ° C. or higher and inserted in a deformable state into a sheath embedded over a pressure plate in a molded body of mortar or concrete exhibiting the required strength. A shape memory alloy material having a coil shape that is shortened and restored is inserted into the pressure memory plate, and both ends of the shape memory alloy material are fixed to the pressure plate, and prestress is introduced by the shape memory alloy material that is going to be shortened and restored. A precast member characterized in that
JP28062692A 1992-09-24 1992-09-24 Precast member Pending JPH06108656A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP28062692A JPH06108656A (en) 1992-09-24 1992-09-24 Precast member

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP28062692A JPH06108656A (en) 1992-09-24 1992-09-24 Precast member

Publications (1)

Publication Number Publication Date
JPH06108656A true JPH06108656A (en) 1994-04-19

Family

ID=17627678

Family Applications (1)

Application Number Title Priority Date Filing Date
JP28062692A Pending JPH06108656A (en) 1992-09-24 1992-09-24 Precast member

Country Status (1)

Country Link
JP (1) JPH06108656A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100440679B1 (en) * 2001-12-22 2004-07-21 재단법인 포항산업과학연구원 System for detecting and controlling crack
JP2013249666A (en) * 2012-06-01 2013-12-12 Taisei Corp Prestress introduction method to concrete member
CN107407100A (en) * 2014-12-18 2017-11-28 Re-Fer股份公司 Prestressed structure and the method for structure member are produced by SMA tension elements, and are equipped with the structure and structure member of SMA tension elements

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100440679B1 (en) * 2001-12-22 2004-07-21 재단법인 포항산업과학연구원 System for detecting and controlling crack
JP2013249666A (en) * 2012-06-01 2013-12-12 Taisei Corp Prestress introduction method to concrete member
CN107407100A (en) * 2014-12-18 2017-11-28 Re-Fer股份公司 Prestressed structure and the method for structure member are produced by SMA tension elements, and are equipped with the structure and structure member of SMA tension elements
CN107407100B (en) * 2014-12-18 2020-02-21 Re-Fer股份公司 Method for producing a prestressed structure and structural component by means of an SMA tension element, and structure and structural component provided with an SMA tension element

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